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Home My WebLink AboutWWP273536 (7)�i _ _ . ..,., ��a�+sr�.u��rirsr� it�c. Submittal Number: 036 DATE: 02/15/2011 (Contractor. each slibmrtfal transmit�a! wi!! have a consecutive numberbeginning w:th "9". Resubmittals will be identified �aith R1, R2, efc.) Note: One fomt shal! be FJIed out for each submittal item. The only excep6on wil! bs if multrple items from the same supplier are submitted as a packag� for the same scheduled Not�c. Contract Name: YVESNtEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. Pao.: VWViIP-27-3536 r�:r�r.��ar_� The Contractor submits the foilowing noted attachments to Owner's for review and response: Sub Bid Item # �wner's item (or 5pec Sec #, DESCRIPTION # if no bid #) Resporse � 1 10.1 1313 �Grinder Pum�s ________ ` ("1� i— ----- : — j----- — — --- ----- — --- -- —�----- — -- � ❑ Re-submittal Supplementai Submiital Submitted by: AJ SMtTH, Project Manager 425-493-1826 Signature - - Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compfiance with Contract requirements and any other obligation of the Contractor. Any action s;�own is subject 'o ihe requiremen;s of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating ar�d consiruction techniques; coordinatirg its work with that of all other trades; and the satisfactory perfortnance of its entira work in strict i accordance with the construction Contract. The review is undertaken solely to satisfy Owners obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor ; or third persons, against the Owner. Comments or aciions may not be complete, once non-compliance is documented, the r�view may be I discontinued and the submittal rejected. _ _.J Owner's Comments and Sign-off: # (key to Camment �-Jc- �,.. c <�;. _��.� Prin#ed Name 3� -i itl� Subrn�ttaY �"ransr�itta! 8 Respo�s� S�iadeci areas are-for City of Renton use only iJ� ❑ See Attached Owner's Comments ❑ See Mark-Up of Su'�mi!tal Document_. ❑ See 4i� ��r Attacrur�: r�'�; �, ., #036 Submittal Action: MC 1. Provide 2" NPT discharge (10.11313-2.01.F). 2. Provide 230V, single phase Motor (10.11313-2.01.G). 3. Cable length shall be a minimum 30 feet plus sump depth rated for use in Class 1 Division 1 locations (11313-2.01.G.6). 4. Submittal only includes information on Grinder Pumps and Pump Discharge Assembly. Provide Accessories as specified (i.e. guide rails, chains, hooks, ball float level switch) in this submittal or under a separate submittal package (11313-2.02). 5. Support intermediate guide rail with stainless steel brackets and anchors to the walls of the wet well in lieu of the pump discharge pipe (11313- 2.02.A.5). 6. Pump Discharge Assembly shall accommodate 2-inch discharge size (11313- 2.02.6.3). 7. Provide optional non-sparking construction. 8. Provide 4.00-inch impeller trim to meet specified conditions (11313- 3.03.A). 9. Page five of the submittal data indicates the pump: a. Requires overload protection to be included in control panel. b. Requires a Barnes� Starter or Control Panel which Includes Capacitors, or Capacitor pack. c.. Requires a relay for interfacing with the moisture sensor. d. Requires a relay for interfacing with the temperature sensor. Confirm the existing control panel includes the components and configuration required per the manufacturers requirements to properly warranty the pump. Notify the Owner of any modifications required prior to beginning work in the control panel. ' � �� ,-�, -�, :. � �:�, ;�.�:� a��j �: ��€' Y y ry � � tz +% "" ^�X�� a-_�x,ar� :' ��. � � � �� .�-.s, s�x��h'� � a��`° � �°° �� ay �'��:u�� With or Without Check Valve Standard & Non-Sparking www.cranepumps.com �-�� - -- Break Away Fit�ing� �p�cifica�i�n�: Each BAF break away fitting consists of a cast iron base elbow which is bolted to the floor of the wet well, lower and upper guide rail supports and a cast iron moveable elbow with a sealing piate and o-ring. The discharge flange on the elbow base (ANSI B�o.1) will mate with a standard 1251b. companion Flange and gasket (supplied). The pump is connected to the moveable elbow though a stainless steel nipple supplied with each assembly. The g�ide rails (supplied by customer) are attached to the base elbow at the lower end and a pipe spacer support bracket at the upper end. The guide rails are sei in place by siiding the pipe over a stainless steei plug. Each plug has an o-ring to reduce noise and vibration. The guide rails serve oniy as a guide as !hey carry none of the pump weight. 1" (25mm) schedule 40 galvanized steel pipes should be used for guide rails. An optional intermediate guide rail bracket is recommended for depths of 13 feet (4m) or more. See page 2. The BAF's, 1212, 1220 & 2020 are for pumps up to 200 ibs (91 kg} which do not generate in excess of 150 ft. TDH (45 Meters). The BAF's, 2030 & 3030 is for pumps up to 250 Ibs (114kg) which do not generate in excess of 150 ft. TDH (45 Meters). One break away fitting is required per pump. (The S.S. Lifting bridle is included.) Assemhlies DO NOT include Pump, Discharge piping, Guide Raiis, Liffing Chain, nor Gate Ualve with Handle. ��, �� These items must be purchased separately. Specifications: With Check Vaive "CV" Series I'n addition to standard features listed above, a commercially available ball Check Vaive is supplied with each model. The valve is instailed between ihe pump discharge flange and the iniet flange on the moveable elbow. Specifcations: Plon-Spar!cing "MS" Series The "NS" series is similar in design to the siandard version except it has a Bronze Moveable Elbo�v to prevent sparking. Model Key: BAF - 1212NS 12 = 1'/<" 20 = 2" �Customer Cor�ne�.-tion 30 = 3" . Pump Connection For Subrn2rsible 5ump, Sev✓age, Efiiuent. & Grinder Pumps. ��6� �� ACrane Co. Co;� oany Models: Without Check Valve STD PIN "NS" P/N 127300 BAF - 1212 127303 127301 BAF - 1220 127311 127302 BAF - 2020 127312 127306 BAF - 2030 127305 127304 QAF - 3030 127314 Models: STD P!N 127307 127308 127309 With Check Valve ,�NS" Pl�! BAF - 1212CV 127310 BAF-1220CV 127313 BAF - 2020CV 127315 DESCRIPTION: THE BREAKAWAY FITTING IS DESIGNED 70 ALLOW THE SUBMERSIBLE PUMP TO QE INSTALLED OR REMOVED WITHOUT REC�UIRi�G PERSONNEL TO ENTER THE NJET WELL. P! �UPS & SYSTEMS cva -n^--^s-^.�--"""'.R"�..�-._- USA: (937) 778-89�7 • Canada: (S�5) 457-6223 • IntemationaL (937) 615-359fi SECTIO� B PAGE 1 DATE 8I10 °� W��°� � �'° ��-�� ' [�3��8�1� VVi�hout Check Valve ' � . - x '� 3: ^r � .;;�:.s � �t�� FS�r'R' , i � � �. � F•�1 4 .� � � ....'2W ;1Y:l:i_t�� r „ �4d: s:�w '3`w' S` '.,'+`� .� — � G 3 R k �:. ... t4 :;: .. ' _ �,{._ _da+' ,_ 4' � 's � �£;.._ r.`�'r'^'� �xtt_'_3 Niww.cranepumps.com � �� 3f�eakAway Fittings BAF - 1212, 1220, 2020 �_ n�, � � OF GUIOE PIPES �� ri9'MIN 1—=1. I� ��? �I ._! ��"TYP. bi. Ii I�' I� , ,�, � �.� i l-r�--! a UPP'eR GUICE PIGE BRACKEi FOR FiEFERENCE OVLY �. _ �ne�vn owneo sorne r�r.;s FOH+ne�v c�rr 2 DIMEYSIONS FOR RE"rERF17CE ONIV ` CRN NOT be used vaith old generaiior 2H? SGV Grnder pumps, puri numbers 105234 thru 1 C5239 See page 6 for OPTIONAL lntermediate Supao�ts. NOTE: Lifling Ch2in sold separately. inches cm�) SEC710N a �� q �� P�JIVi�S C: JY�.=.`1 �1�I�il� ' P?.GE 2. �. !-�li DATE9/10 --- � °'cu � .,..-._.-..cx�--' - ----------^=�--avms>ra� .rr..�r._'_.'�, = -'_,.,.-..-..R...-...a. � __._ A Crone Co. Com.pany USP,: (937) 778-394? • Canada: (905) 457-6223 • Intematior.al: (937) 61 �-3798 �i�'��"a ��' �'9{��'9� Stainless 5teel intermediate Rail Suppor+ �� ,.� . � � a � �� si:. 0 h.'3' ?� �. �.�� 'y � �x- s �'Frk y�;, �'�� -: � �,.,: w fi � --:_-�� ;�.� _�.:.,.. wevw.craneoumps.com ,��,----- �--�_-�- �' Break Away Fittings � I A �_._ c ��.ti� secrioN a �� PJMPS & SYSTEI�1S PAGE 6 DATE 5/U9 �� . �a:�.,.:�:� �� ACrane Ca Company USA: (9.',7) 778-5947 • Canada: (9Q5) 457-62?_3 • Inierna!ionaL (9�7) 615-3598 �i-�- B -� — _. .� � � ��-� -. � �, � � �� a� ti�. �� . Class i, Group D, Divisior, � www.cranepumps.com Submersi�le G�-inder X�' �i��C9f9C��1Q3�1So DISCHARGE ...............................1'/." NPT, Vertical LIQUip TEMPERATUftE .............104°F (40°C} Continuous VOLUTE ......................................Cast Iron ASTM A-48, Ciass 30. MOTOR HOUSING ......................Cast Iron ASTM A-48, Class 30. SEAL PLATE ..............................Cast Iron ASTDrt A-48, Class 30. IMPELLER: Design ....................10 Vane,Vortex, With Pump Out Vanes On Back Side. Dynamicaily Balanced, ISO G6.3. Nlaterial ..................85-5-5-5 Bronze `� SHREDDING RING .....................Hardened 440C Stainless Steel r Rockwell� G55. CUTTER ......................................Hardened 440CStainless Steei, r Rockwell� C-55. SNAFT ........................................416 Stainless Steel SQUARE RINGS .........................Buna-N HARDWARE ................................300 Series Stainiess Steel PAINT..........................................Air Dry Enamel. SEAL: Design ....................Tandem Mechanical, Oil Filled Reservoir. Material ...................Rotating Faces - Carbon , Stationary Faces - Ceramic Elastomer - Buna-N Hardware -300 Series Stainless CORD EfVTRY' ..............................30 ft. {9.1 m) Std. Cord. Epoxy Sealed Housing with Secondary Pressure Gromment for Sealing and Strain Relief UPPER BEARIiJG: Design ....................Single Row, Ball, Oil Lubricated Load .......................Radial LOWER BEAR1f�G: Design ....................Single Row, Oil Lubrication Load ........................Radial & Thrust MOTOR: Design ....................NEMA L-Single Phase, NEMA B-Three Phase Torque Curve. Oi(-Filled, Squirrel Cage Induction Insu/afion ...............Class B. SINGLE PHASE: Capacitor Start/Capacitor Run. Requires overload protection to be included in control panel. Requires Sarnes0 St��ter or Control Panel which Includes Capacitors, or Capacitor pack. THREE PHASE: Dual Voltage 230/460; Requires Overload Protection to be Included in control panel. MOISTURE SEM�ORS ................Normally Open (N/O), Requires relay in control panel TEMPERATURE SEN50RS........Normally Ciosed (N/C), Requires relay in control panel O�TIONAL EQl!1Pi41EidT .............Seal Material, ImpellerTrims, Cord Length �L+�� A G�ane Co. Company ��'9�Se �� ,. �t�tl�y +�e4��tlC9� ��fi'L1� "�,:'� c x �"��'h� --z— - �1YI�EMBER� � Underwriters Laboratories Inc O O � File No. E73842 Sample Specifications: Section 3 Page 14. DESCRIPTION: THE GRINDER PUMP IS FOR USE IN HA�ARD- OUS LOCATIONS AND IS DESIGNED TO RE- DUCE DOh4ESTiC, COMERCIAL, INSTITUTIOhJAI. AND LIG{iT INDUSTRIAL SEWAGE TO A FINFLY GROUND SLURRY. PUMPS & SYS i EMS USf1: (937} 778-8947� Canada: (905) 457-6223 • International: (937) 615-3598 secnoN sc ' �Ace 1 � DATE 3J07 �� x�.,Ta�...: � �I �� '�a Class I, Gt�oup D, Division 1 _ �§__ � � �� 1� . �.� �� -�s �� :� www.cranepumps.com 'a Submersible Grirrs�erXP � . in�—i 3" f�1PT Imm) 10.80 � (274) 5.55 1.13 (29) (141) 2�.eo (533) 1-1/4" NPT 4.00 DISCHARGE ��02� � 8.00 — � (203) � � 4 3.87 �98) � � MOQ�EL PIO PART td0 1�➢P VOLTIPH Hz RPfifl PIEMA FULL LOGKED CORD CORD CORD (Nom) STARY LOAD ROTOR S12E TYPE O.D CODE AMPS AMPS anch (mm) XSGV2022L 127325 2 230/1 60 3450 H 15.0 53.8 10/4 SOW 0.67 (17) XSGV2062L 127326 2 200/3 60 3450 J 11.0 42.0 10/4 SOW 0.67 (17) XSGV2032L 127327 2 230/3 60 3450 J 9.0 36.0 10/4 50W 0.67 (17) XSGV2042L 127328 2 460/3 60 3450 J 4.5 18.0 10l4 SOW 0.67 (17) XSGV2052L 127329 2 575/3 60 3450 J 3.2 14.4 10/4 SOW 0.67 (17) Moisture & Temperature sensor cord for a!I models is 18/5 SOW, .476 (12mm) O.D. � � 9 om�o�zran�a ! � I.) MOISTURE AND TEPAPERATURE SENSORS MUST Bc CG�NECTF:D TO VALIDATE THE UL LISTING. 2.) A NON-SPARKING BP,EAKAWAY FITTiNG MUST BE USED TO VALIDATE THE UL LISTI�JG. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSCftS. CONTACT BARNES PUMPS FOR INFORh9ATlON CONCERNING MOISTURE SENSING RELAYS FOR CUSTOPAER SUPPLIED CONTRCL PANELS. � 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AIJD WASTEWqTER. DO NOT USE TO PUI�P FL.AMMABLE L1ClUIDS. � 5.) RJSTALLATIONS SUCH AS DFCORATIVE FOUNTAINS OR WATER FEATURES PROVlDED FOR VISUAL ENJOl'MENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATiONAL ELECTRIC CODE APISIM�PA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.'fHIS PUMP IS NOT INTE�IDEO FOR USE W � SWIMMWG POOLS, RECRE4TIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT Lb1TH PUMPED MEGIA IS A COMMON OCCURRENCE. � ��..e�..�.,� � SECTiON 3C �� 1 PAGE z ��.A� � � PU�PS & SVSTEMS �� DATE 8l1 U � � a� c�---�--• - xsc:r.c._ _-�-------�--*-.�; -�t-�--= R Crane Co. Company USA: (937) 773-8947 • Canada: (905? �57-6?_23 • Iniernational: (937) 615-3598 .�. ! �� Performance CurvE ww�ri.cranepumps.com 2i-iP, 3450RPM, 60Hz _ �_, Subm��rsi�ile �rind�r�a� '� - .. . .s �.�. �� a � � �, � :. ��,,.. �_� �iirr., �:� � � �; � inch� Testing is performed with water, speciiic gravity 1.0 @ 63° F c� (20°C), other fluids may vary pe; formance � ��,(�,� � i'UMt�-S & SYSTEP�S �A�t1O" 3� �� u �.�s.:.- -- �__--'--'--�^--z—�„-.�_...,,._.,_..._-.�,��-_._.'... DATE 5lU4 �ti ACrane Co. Ccmpany USA: (9'7} 778-8947 • Canada: (905) 457-6223 • inte�nation�!: (937) 615-3598 �-��,.-: �-1. _ _ _ � . �ONST�LICTION I��C. Submittal Transmittal & Response Shaded areas are for Ciry of Renton use only Submittal Number: 036c, 058,059 DATE: 03/04/2011 (Contractor. each submitta! fransmitfal will have a consecutive number 6eginning with "1 ". Resubmittals will 6e identibed with R1, R2, efc.) Note: One fomr shall be filled out for each submittal item. The only exception wil! be il multiple ifems from the same supplier are submitted as a package for the same scheduled wa1c. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: WWP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #1 Response 1 '10.11313 Grinder Pum�s, Guide Rails, Floats, Controller ❑ Re-submittal ❑ Supplemental Submittal Submitted by: ; ,� 1 `� . �� AJ SMITH, Project Manager 425-493-1826 Signature • Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating a�d construction techniques; coordinaling its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform ail Contract requirements, nor shall such review give rise to any right of action or suit in favor of Gontractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # {key to Comment � �� N�u /-/�'� Printed Name 8� Title � Date See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments ,, , John D. Hobson From: Sent: To: Cc: Subject: Attachments: John, Tyler Whitehouse [TWhitehouse@carollo.com] Monday, March 14, 2011 8:20 AM John D. Hobson Tyler Whitehouse FW: Westview LS - Westview LS - Submittal # 036c,058,059.pdf Comments are as follows for the attached submittals: #036c, 058, 059 Submittal Action: RR 1. Several of the preceding submittal review comments remain unaddressed or are not indicated to be provided. It is assumed that the corrections noted in the previous submittal will be incorporated. Please provide annotations in the future resubmittals noting changes requested or provide clarification. 2. It is not clear what the submitted control panel is for. The existing control panel should be used. Please clarify. 3. The submitted float switch contains mercury, mercury switches are not acceptable. Submit switches as specified. 4. Provide weighed floats, not pipe mounted, per Contract Drawing E-01. 5. The fiberglass junction box for the float switches is not required. Provide quick disconnects per Contract Drawing E-01. 6. The submitted 1 1/4" discharge size is acceptable. Increase to 2" diameter prior to connecting to 2" Pump Discharge Assembly. 7. Provide chains or cables and hooks as specified. Let me know if you have any questions. Thanks, Tyler Whitehouse Carollo Engineers 1218 Third Ave, Suite 1600 Seattle, WA 98101 Office: 206-684-6532 Fax: 206-903-0419 twhitehouseCa�carollo.com From: John D. Hobson [Jhobson@Rentonwa.gov] Sent: Monday, March 07, 2011 9:57 AM To: Tyler Whitehouse Subject: Westview LS - Tyler, Please review the attached submittal. Thanks. lohn John D. Hobson From: Tyler Whitehouse [TWhitehouse@carollo.com] Sent: Friday, March 11, 2011 9:23 AM To: John D. Hobson Subject: RE: Westview LS - Pump Submittal The 1 1/4" discharge at the pump is acceptable. I will have them increase to 2" diameter prior to the 2" discharge elbow. Tyler Whitehouse Carollo Engineers 1218 Third Ave, Suite 1600 Seattle, WA 98101 Office: 206-684-6532 Fax:206-903-0419 twhitehouseCa�carollo.com From: John D. Hobson [Jhobson@Rentonwa.gov] Sent: Friday, March 11, 2011 9:20 AM To: Tyler Whitehouse Subject: RE: Westview LS - Pump Submittal Don't worry about referencing the change order number. I noticed that our specs call for a 2" discharge on the pumps and the manufacturer states that those pumps only come with a 1-1/2" discharge. How is this going to be resolved? From: Tyler Whitehouse [mailto:�/VhitehouseC�carollo.coml Sent: Friday, March 11, 2011 8:49 AM To: John D. Hobson Subject: RE: Westview LS - Pump Submittal )ohn, I am awaiting to touch base with Adam on one item but I will have comments to you once I do. As a heads up, the action will be revise and resubmit. Several comments from the previous submittal were unaddressed so it is unclear if we are getting what we asked for. There is also no input from the Contractor on the submittal comments that require coordination on his part. Is there a change order number I can reference to provide the non sparking construction? Thanks Tyler Whitehouse Carollo Engineers 1218 Third Ave, Suite 1600 Seattle, WA 98101 Office:206-684-6532 Fax:206-903-0419 twhitehouseC�carollo.com From: ]ohn D. Hobson [Jhobson@Rentonwa.gov] Sent: Friday, March 11, 2011 8:31 AM To: Tyler Whitehouse Subject: Westview LS - Pump Submittal Tyler, Can you give me an update on the Grinder Pump, Guide Rail, Floats, and Controller submittal review is going? John Comments are as follows for the attached submittals: #036c, 058, 059 Submittal Action: RR 1. Several of the preceding submittal review comments remain unaddressed or are not indicated to be provided. It is assumed that the corrections noted in the previous submittal will be incorporated. Please provide annotations in the future resubmittals noting changes requested or provide clarification. 2. It is not clear what the submitted control panel is for. The existing control panel should be used. Please clarify. 3. The submitted float switch contains mercury, mercury switches are not acceptable. Submit switches as specified. 4. Provide weighed floats, not pipe mounted, per Contract Drawing E-01. 5. The fiberglass junction box for the float switches is not required. Provide quick disconnects per Contract Drawing E-01. 6. The submitted 1 1/4" discharge size is acceptable. Increase to 2" diameter prior to connecting to 2" Pump Discharge Assembly. 7. Provide chains or cables and hooks as specified. 1 " Sch40 Grade 316/316L To A.S.T.M. A312 Specs If I can answer any further questions, please call. Since�el�;; t/ �'� � E � ��'� J. �/.' Shea ;�' � �e�. ��f..�� COMPANY ' Attn: Nick Searcy � Re: Westview List Station 3-2-1.1 Nick, The matei-ial �ve will use oi� the above mentioned project are as follows. Stainless Steei Pipe: Marysville Branch � 6016 29'" Drive NE Marysvilie, WA 98271 i (360)651-1438 � (866) 62�9733 (360) 657-7814 Fax , Single phase, duplex alternating pump control with intrinsically safe circuits. The Model 124 controi panel is designed for applications requiring intrinsically safe float circuits or other circuit extensions. This panel will alternately control two 120/208l240 VAC single phase pumps. The alternating action equalizes pump wear. In addition to the alternating pump control, this system provides override control should either pump fail. If an alarm condition occurs, an alann switch activates the audio/visual alarm system. Common applications include pump chambers, lift stations, or other installations classified as hazardous locations requiring intrinsicaliy safe circuits. e � 2. 3. 4. 5. 6. 7. 8. Enclosure measures 16 x 14 x 6 inches (40.64 x 35.56 x 15.24 cm) NEMA 4X (ultraviolet stabilized thermoplastic with removabie mounting feet for outdoor or indoor use}. Note: Options selected may increase enclosure size and change component layout. Intrinsically Safe Module limits the amount of energy to switches preventing ignition of flammable gasses. Intrinsicaliy Safe Partition isolates intrinsically safe wiring. IEC Motor Contactors control pumps by switching electrical lines. HOA Switches for manual pump control (mounted on circuit board). Alternating Control Circuit Board provides pump control and alternation. (U.S. patent 5,909,352). Green Pump Run Indicator Lights (mounted on circuit board). Float Status Indicator Lights (mounted on circuit board). 9. Input PowerTerminal Block 10. Ground Lugs 11. Control ONlOFF Switch (mounted on circuit board) 12. Control/Alarm Power Indicator Light (mounted on circuit board). 13. Circuit Breakers (optional) provide pump disconnect and branch circuit protection. 14. Adjustable Overloads (optionai) provide thermal overload protection for pump. NOTE: Schematic�ring diagram is located inside the panel on enclosure cover. STAIIIDARD A9ARA�i PACKAGE 15. Red Alarm Beacon provides 360° visual check of alarm condition. 16. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). 17. Exterior Alarm TesUNormal7Silence Switch allows horn and light to be tested and horn to be silenced in an alarm condition. Alarm automatically resets once alarm condition is cleared. 18. Horn Silence Relay (mounted on circuit board). NOTE: other options available. Model 124 control panels cannot be returned. Please refer to the Product Return section on page 2. Model Shown 1241 W114X � Industrial control panel is UL Listed relating to hazardous locations a�ith intrinsically safe circuit extensions � Dual safety certification for the United States and Canada � Standard package includes three 20' SJE MilliAmpMaster'" control switches � Complete with step-by-step installation instructions C u� US � Three-year limited warranty LISTED �". . t,�� - - ' � �� '� :� S � .. " ..e> rt . .?� _i?��' R�:c t7 �sr .:,?,.��r �-. 4� h - t ir.� q- w c,zi�,'g, � .i�r � _ -_ �i: PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. email: sje@sjerhombus.coin SEE PRICE BOOK FOR LIST PRICE. www.sjerhoanbu5.com 124 W MODEL 124 ALARM PACKAGE e0 =selectoptionsornoalarmpackage 1= alarm package (includes tesUnormal/silence switch, fuse, red light, & horn) ENCLOSURERATING � I � W =Weatherproof,NEMA4X(engineeredthermoplastic) STARTINGDEVICE � e1 =magneticmotorcontactor120/208/240V 9 =magneticmotorcontactor120Vonly PUMPFULLLOADAMPS 0 = 0-7 FLA 1 = 7-15 FLA 2 =15-20 FLA 3 = 20-30 FLA . 4 = 30-40 FLA PUMP DISCONNECTS 0 =nopumpdisconnect 4 =circuitbreaker 120VfselectSTARTINGDEVICEoption9above) 1 2012 0 8124 0V (select STARTING DEVICE option 1 above) FLOAT SWITCH APPLICATION H or L= pump down or pump up (select option 17) X = no floats OPTIONS crsrBaneroW � ENCLOSURE UPSIZE - If one or more of the * options are selected, a one-time enclosure upsize fee would apply. CODE DESCRIpTION CODE DESCRIPTION Q 1 A Red beacon only / no audio 0 10E Lockable latch jmust select "0" for alarm package) 0 10F Lightning arrestor (must select pump circurl breake�) Q 1C Horn oniy / no visual � 10K Anti•condensation heater (musf select "0" for alarm packageJ � 11C NEMA 1 alarm panel (must seleCt option 6A) � 3A Alarm flasher 0 110 NEMA 4X alarm panei (must sefect option 6A) Q 3B Manual alarm reset �* iZB Motor start components 0�kr 3C Red high 1 low indicator lighis (supplied by customer, mounted by SJE-Rhombus) 8 alarm activation (4A not needed) 0* 12C Motor start components Q 3D Floai for low indicator (must select opfron 3C) (supplied and mounted by SJE-Rhombus) 0,k 4A Redundant off 0� 148 Main disconnect (rotary style, mounted fitrough door, non-fusecQ (seiect Option 4D if !leafs included, 3C nof needed) (must select circuit breaker) Q 46 Red redundant off indicator 8 alarm 0� 0-20 FLA (total of bolh pumps) (must select Optron 4A also) 0* 20-80 FLA (total of both pumps) 0 4D Redundant oH float (mus! select 4A & 17 option) 0 � 6A 10' cord in lieu of 20' (per float) 0 168 15' cord in lieu of 20' (per Roaf) 0 5A Thermal cutouUheat sensor aulo resel Q i6C 30' cord in lieu of 20' {per float) (for pumps wilh tliermal swilch leads) Q 16D 40' cord in lieu o( 20' (per float) 0 5 E Seal fail circuit and indicator (2 wire) Q 77C Sensor Float" I internally weighted e(per ffoat) 0* SM Seal fail alarm activation � 17D Sensor FloatT I externally weighted A(per Noat) (must select option SE) � 17G DAilliAmpMaster'/ pipe clamp 0(per float) 0 6A Auxiliary alarm contact, form C � 17H MilliAmpMaster'/ externally weighted �(per Aoat) �* 6G Auxiliary contact, seal (ail, normally open Q � 7� Sensor Float9/ pipe clamp e(per float) jmust select option 5E) � 1 gg Lead lag selector switch �* 8A Elapsed time meter � 19F Fourth float to separate alarm funclion from lag 0* 8C Event (cycle) counter � 19G Panel wired to accept fourth control switch 0 9_A Overload protection speciryamperageaRernumber 0 19T TOA (TesUOfffAulomatic) switches and pump run lights 9/oflowed by letter "A" (ex. 912A = f2 amp pumpJ through door mounted 0 0-25 FLA 0 19U HOA (Hand/Off/Automatic) switches and pump run lights � 25-40 FLA through door mounted 0 10A Clear inner swing-out door w/dead front 0 19X Door mounted pump run indicator (Irghfs and switches mounted on inner door) � Mechanically-activaled 0 Mercury-activated If additional features are required, call factory for quofe on an Engineered Custom control panef. AMYLt MODEL 124 � W 9 1 4 H 912A 17G Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Pump Overloads, SJE MilliAmpMaster" I pipe clamp BSJE-Rhombus 09/10 9G DIRECT ACTINC� FLOAT SWITCH (B 100) .�.�.-. . : .� : ! -�- 9G Fe�rhtres Li Brief Inregra! 20 anrp C� I15 I�AC (resirrive) me�reny truitch. Nini(e PVCy'acktted, 7ype SO caGlt t�itb 3�114 finrsamtded ron- durtorr for heavy flt.tiug a�rc! ruldrrruater rervice Varirty af raGle lnigtlir. Fired 1" prpe or rnb(e/auerg/x srupeuaiau »t01!)llTllg pror�ider for depe�uGrblr operatio�l. Tl�ree- yrar fiicrory w�nn��ty. Optia�ra! pipe nrora�rti�rg kit or srupe�uia� kit ii:rlrrdrr SlRt)lICSI srre! c�Lle, clrrmpr a�rd rnared 15� iueight. Arguably rhe best float s�vitch available, chis "leflon`�-coared non-differenti:il floa� of Type 3l6 s�ainless sreel measures 5.5" in di.uneter. It is appropriate for a variec}� of applica�ions, induding SCWa�C �vrt wells, storm �vater basins, water reservoirs, sludge tanks, irri�ation canals and �rocess sumps. The float operates reliably in even rhe most dif}icul� environments. The 9G can be used singly ro sense an alarm level, but typically nvo or more swi�ches are used in coiyunction �vith our conrrollers �o provide a float-based concr�l sys�c�n. The 9G can be used as the redundant control sensor in larger auromarion ins�allations. '1�YI'ICAL SPECIFICATIONS The level dececcing device shall be a 5-U2" diameter rype 31G stainless stee! tloat switch with a mercury� s�vitch inside and flexibly supporred by a P\'C jacketed, hr�vv-dury cable The float sh:ill be mounted on a vertical I�� pipe as shown on the plans or as other- wise directed hy che Engineer. It ahall be inscalltd in accordance with the manufaccurer's recommendations. The float s�vitch shall have a 20 amp racing ac 1 I 5 VAC and 10 ainps at 230 VAC. '1'he float shall be type SO with three it14 AWG fine-saanded copper conducrors. The Hoat shall be mounced [o the 1° pipe using t}�pe 31G stainless sceel hardware. The i�todel 9G Float Switch shall be furnished in quantiries and with such accrssories as are required co perform the specificd concrol and alarm functions for chis application. The float s�vicch shall be Modcl 9G as manuFactured by USFilrer Control Systems, Saint Paul, MN. lt shall have a 3-year fac[ory warranty. A �m . �� q � ,�; .,,, �,,�N n +��ci�q�r,�'w.. -^ �y,r syy�;m- 'Ezii.t.r �-� � `x�,r:��• �`�`+�� r�":k �" : DA7�' SHEET �h'�` ' ��3?� �{�F�� ` �3 � ` � ,��p�� - g ��±'r-Y�,�r.ir.srs� e..«�id,i� �..;�i�.k��JSC,'�3��i�Y:��W�`'�` � � F a " �.'3"'.�l._.�w*?t4.+��'., �_..t�l_....,1'. 9G DIRECY ACTII�iC FLOAT SWITCH �B 100) 9G NOTP Float Switch w/30' cable L�C clamp for pipe or cable mounring` 9G NCT'P Float Switch w/3U' cable & dainp for pipe or cable mounting' w/60' cable & clamp for pipe or cable mounting' 'specify pipe or cnbl� morruri�rg nt rime of o�rler Mounting Hazdware & Accessories Permarien� srainless steel idenrifica�ion tag 9G CL3 srainless steel pipe moun� clamps (cransducer or float moun�) CB�4 15# anchor mounting kir (does nor include SS cable; see next item) CBM srainless sreel cable; 20' CBM srainless stzel cable; each additional l0' (X?C=length) 9G CC cable mounr clamp kir (included w/floar; only req'd as replacemen�) �G pipe mount cl:unp {ciC (incluc{eei �v/Elar, oiily req'd as replacemenc) erglass �uncuon box �vuh [ermi nsic satero barner — requires 12 TYPICAL MOUNTI (See Mounling Hard and Accessories) C8M11 Cabte / Cabte 1 Weight Weighl Ki� suspended -ve�3iss.s., vin�ltoated vrire rope � �I - 15 Lb., vinyF ..,�( cwted rast iron ;� � a�'chor - S.S, caWe dips � } �i f +`^'1 :l µ .� �. �'�J v ��'' : � ' '�` � `' � � �� r i,;.� ,`t, � `L C1(A � �� r �. - t's � Y,, �� -- -..�_ +. COMPLETE CONTROL CAPABIUTIES cs-�c-os-�zoo es souree Pipe �� Mounted � I., ii I.� � i � � Polypropylene `� clamps included � Wall mounGng � bradcel available f� to 6race 1' pipe !I (supplied by athersJ USFilrer Control Systems offers a single, high-qualiry source For everyching from simple level sensors ro telemetry sys�ems co complex system control engineering and sokware. Based in St. Paul, Minnesora, USFilrer Control Syuems is part oF United 5rares Filrer Corpora�ion, the leading global provider of industrial, municipal and residenrial wazer and wastewacer treatmen� systems, products and services. As a major manufacrurer/inregraror wi�h an extensive selection ofspecialized produce lines in the areas of SCt1DA and telemecry, power eyuipment integra�ion, auromation and measurement, USFilcer Control Sysrems is uniquely positioned ro provide cost- effective, comprehensive solutions for water, was�ewarer, and process control and telemerry applications. 601350-30 G01350-60 � Consult Factory 601134-01 803360-ANC 601440-20 C01440-XX GO1212-01 6D 1 I 84-0 l (i01102-01 PIPE MOUNTING DIMENSIONS L�:.:n"i[:_Lt � � �,�._ . i - � p:ns • 1 � �'�'{ ! 1 -l;n- �� . �.� '--_� i. ` `_,�r�� 1 -y 1�1 �'-1.: �� r Concrol Syscems 1239 �Ilow Lake Boulevud Vadnais Heights, MN 55110 800.224.9474 pbo�re GS 1 JGG.2700 pba:e G51.7GG.2701 fax wruuc controlrystenu.:rsfilter. cam a z000 usFi«< a�VENDI tva te r �em,��r Page 1 of 1 AJ Smith From: Nick Searcy [nickse@hdfowier.com] Sent: Wednesday, March 02, 2011 2:53 PM To: AJ Smith Cc: Annette Gregg Subject: Pump re-submittals Attachments: 9GFIoatSwitch.pdf; 124 Series Spec Data.pdf; 0927_001.pdf AJ, �ttached are the submittals for the guide rails, contr�ol panel and float switch. Also, the specs call for a 2" discharge but with the grinder pump they have called out it is only available with an 1- 1/4" discharge. We can adapt at the pump if that is acceptable. If not the only other option is to use a different pump. Please advise. Respectfully, Nick Searcy � Project Manager HD Fowler Company � Marysville Branch Phone: (360) 651-1438 ext. 112 Fax: (3fi0) 657-3829 � Cell: (360) 913-7046 3/3/2011 ��J$ .J..�^Y�`u C�7�` � � � ♦ 5�� ,r � �,'.'�,- ��''�t`.�� ns 's � �� ,�..�-_�+r��'f i'� "�� '�.-.� � ;_,,_�1: �-�n:�-:��t�:=.r.._., sr�: _ �i!:a3Y;i��l f��_f �!�- vr� ��:3;= G/1�I�E: U".'�i l=�i: '?"I I � �(�Gt� '[�iGi': �d�,l.,_'i1,C�iti°7 ((c,?S:;7r%.3i'l'fii �3�:'� : r_n�75.'.^,L':�.3 nL�f:?Jcl'iJ'?�H7RiR�J i•V:f%7 � i�. i'�?.>"L'r�7ii2�� h'llt ti�9 '�_f!�lT?�7 YS?th fii. r�� ci .f I�IOZB: Cr}r iCrTi1 .^.!7?fl L_ J7i�c�: �7Ui i0i � lCC °::rJiP,lICBi li"�fi7. T77:: G?�;%2?'CB��U�:�' y0l�' ii� i� ;iUlII,:J?:; r+ulT;B ii'C.T. Ph� sarne sin; ii�r �::: ;u:�r,;r�i�:i :: a pac;t�c. !or fi�a S��r;u sCh�d'�7'd sro:'r.. •.�. • _ '.r- ,%i� �T?11�_,:`/1_i;' ..!,'`;I;� Ir'��; >i1-��' t5;::i.';�-'_ =^;i .. _:��';_. .: i'I:..'".. .. .; �� -• i '�i i...t.�.__. . _. J� u. -... _ .. �- i1' Af;j��r:ji�`f��'�r .Ji -�:�::I,�_,7�'J'��n. .��, k'. 1T„� "'''G._;�� __'� t . �_.. � L... ,.'.lu i�:�4�E`•.!:l �_ .-.��=`�p<�t.�, . ., � t:�E �12� . ',� �..i}� -11 Cl'�OL �1 P :?1;j I _ _. _ . i C=;,;�r�:�.�,,. t�.r'�rA;�!C.r,� r��.i��:i:l!ri;C,`�I, ;i�;C, � ��r ;;:,,! : . ' i:�� '�'- L-- •.. ��±':, �.', f' ,. n�. .' �`4� -- •.- . �',- ,,; �,. ;,->: '•�•i Ct7i 'lf i; i= :'��:11� Fi�. s:l i::l�:' !�i::f1S l� �i�.'i1Gi'S rO� iI:` �l "r.3?:I it't�7�: �. -i'.I J I �.il� .ir.`, �� e � _ fd�! ! ItCt JU�C �cC � L}'`��,� .�i�_�'' �� '�'�.i'ilc:i'S ..._�.L_.ir �a Lid .:.� _�._-_.._�—.-�-----�-------�_—_---------------- �._._�.!_ ._w_� _.._�-- 1 ii0.l i�i S �� U ��-SU�J�illf;a� ❑ SU;��7�C-lil5i:ia� �U`�f[llifcl .=i1J:T::__..� :_, I'` I' i�' . I!' t�% t c.r-.:iii; P' :t177' -�f ,�.,- ,,�_ .�� c- _ : :?. . �i, .;;�?� -- ---- ..:; -� - �i;;r�3iure . '��` rr:�i�c; Name �: Tii?a Fi�: na :. The Ovm�! F�as revie��;d ih� 2L�ov� noted docum�rts and rzs,r.o��ad as ne��d �5ova, unda� "Gv:�:.-':- �:,s2c:-.-�". � .. , 'rFi: - i.ln �?:CcP i IOi•dS T.+-\I:�P•! � .:��:; - I�;,:�,,;t CQP,R=��TIGN� . iCT�D: Id�_ resuurnii[;;I req��i: ad, bui carractions ne*.ec ._. � r��;u�: =.� � ;;i = SUo`I,IT SF�CIFi'tD ITEh1: P,cBubiTd�21 fcGUifed - f�j�c'ted, s2e commenis b�lo•::� � ! N: - r��/ISE P.i•!G F.ESI !;�:i! i: resubr��iital req�irrd - rajected, sze cemmar:s b�lo1•� : ! ;J = ;-:�J[G-i �D - see cunmenis L+elrn,�� Iot�: P.evie�:f i� ni;Iv �er r.n��iem�:ica �.��iih i�.� general d�si^n cocc:cpt o� [h'- ��r�j :ci and dces not ext�cu ?� conc;.:,reiion oi st:��c:ur21 f inlagri:�, s�i��y, daf: ��ed camn ianr, •,viih Contract te•;uireme:.^.i; e:i!! any o"ui�r sblio=ii�r o� Ehe Conirac;or. P.ny : r.Gnn s:i,��;;n �:. :�uljeci >o � ihe rzcei;emr,nts o� tli=. cons,ru: ii�,n ConlracL Contrcr_{r�r i; r�;;:nn;ihie iorcan�inr�inG and co;r�.laiir.g e!I dim=�;iui��.; fai?ii�.x:�ing sn� con��uaion t_cnriquzs; cour�linaticg ils �rcr!; •.vi�n .h�i cf aH ::ih=r L2•la::; an:; th? saii=;�cion� D=`Or!31;C3 Ci it; ��7tc � wcrk L� :ic�� accor�anco :viih (iie ceasUur,[F�� Centi sci. The r��,ieNi is und�rt��:en ;:ol�ty to sa!isfv O:vn�r's obligziiuns and dc,_s r.ot reEir.��e C,ne?cac'c; � from B: ouligaii;n �u!ly lo pciic,-n 311 Contrsci r�zyuir=me!;Is, ncr shall soch rcv;u�v yiv� ri�e to ary ri,;ht uf ae:ion or suit in f_•��or of ConUacler ; or thir.; psrsors, sg:-i��sl lh� Gt:nar. Comrr�r-:nis or a::iion, may ne: be conp(e,�., un� � non-com;dian�_a i:, doccm_r.te+, thc r_:•i�w r�ay ta � disccntim�=d ar�:' Gr� seb.-,:i:al rejaciad. r)`r::Rnr'-^. i, :f,r•...�:i; :3('.,_ �it�itl-Gii. +: (ke•,'Ir,i . � � � ..�-.?;7iSl-.`-.t-et ' � . �- �b+;ve. � .. "_' ; ' _ � _�—fi�TA i •'t �: � ..�( _�: i-". v, � �Y_.`_ .�.��..,_� �.� � — '_ � _ _ / ` �f ' / �J r^� Z '_— � }ty'�_.._._...-._....,-----------'--JCirn._.lAs./3.��_ttt_ /,�k.ol—�.._.—_._.__��__J��__��..._ .'il�; il'^�8�--' I�-�� ill�('.:{ �''��:1:: i i IiiF----'— — L��id �� ❑ :i:.8 %'.it2'r�;cG (llrifl.i� � C.pi��liil2fi�5 ❑ �::;? Id�3fi: �j.: Q� ill;ll:il'.i2� r)OCI�!-it8i::3 ❑ �C'c: ��:il::F P,�i :C(li'�. ...., #036 Submittal Action: MC 1. Provide 2" NPT discharge (10.11313-2.01.F). 2. Provide 230V, single phase Motor (10.11313-2.01.G). 3. Cable length shall be a minimum 30 feet plus sump depth rated for use in Class 1 Division 1 locations (11313-2.01.G.6). 4. Submittal only includes information on Grinder Pumps and Pump Discharge Asseinbly..Provide Accessories as specified (i.e. guide rails, chains, hool<s, ball float level switch) in this submittal or under a separate submittal package (11313-2.02). 5. Support intermediate guide rail with stainless steel brackets and anchors to the walls of the o-�et well in lieu of the pump discharge pipe (11313- 2.02.A.5). 6. Pump Discharge Assembly shall accommodate 2-inch discharge size (11313- 2.02.6.3). 7. Provide optional non-sparking construction. 8. Provide 4.00-inch impeller trim to meet specified conditions (11313- 3.03.A). 9. Page five of the submittal data indicates the pump: a. Requires overload protection to be included in control panel. b. Requires a Barnes� Starter or Control Panel which Includes Capacitors, or Capacitor pack. c. Requires a relay for interfacing with the moisture sensor. d. Requires a relay for interfacing with the temperature sensor. Confirm the existing control panel includes the components and configuration required per the manufacturers requirements to properly warranty the pump. Notify the Owner of any modifications required prior to beginning work in the control panel. f I �. i '.��.� � -� . f�.� ,� �9..:� .� :� � �� y � � � �.� �,� _ ��., � , s ..�:.� '�.� '� .25'° - 3°° �rea�C ,��ray �itting With or Without Check Valve Standard & Non-Sparking www.cranepumps.com _ Break Away Fittings Specificatiores: Each BAF break away fitting consists of a cast iron base elbow which is bolted to the floor of the wet well, lower and upper guide rail supports and a cast iron moveable elbow with a sealing plate and o-ring. The discharge flange on the elbo�v base (P.NSI 61"0.1) will mate with a standard 1251b. companion flange and gasket (supplied). The pump is connecied to the moveable elbo�.v though a stainless steel nipple supplied with each assembly. The guide raiis (supplied by customer) are attached to the base elho�v at the lower end and a pipe spacer support bracket at the upper end. The guide raiis are set in place by sliding the pipe over a stainless steel plug. Each plug has an o-ring to reduce noise and vibration. The guide raiis serve only as a guid2 as they carry none of the pump weight. 1" (25mm) schedule 40 gaivanized steel pipes should be used for guide rails. An optional intermediale guide rail bracket is recommended for depths of 13 feet (4m) or more. See page 2. Tha BAF's, 1212, 1220 & 2020 are for pumps up to 200 Ibs (91 kg) which do not generate in excess of 150 ft. TDH (45 Meters). The BAF's, 2030 & 3030 is for pumps up to 250 Ibs (114kg) which do not generaie in excess of 150 ft. TDH (45 Meters). One break away fitting is required per pump. (The S.S. Lifting bridle is inciuded.) Assemblies DO NOT include Pump, Discharge piping, Guide Rails, LiRing Chain, nor Gate Valve with Handle. �� These iiems must be purchased separately. Specifications: With Check Valve "CV" Series I'n addition to standard features listed above, a corrimercially available ball Check Valve is supplied evith each model. The valve is installed beriveen the pump discharge Flange and the inlet flange on the moveable elbow. Specifications: Non-Sparking "NS" Series The "NS" series is sirnilar in design to ihe standard version except it has a Bronze Moveablz Elbow to prevent sparking. Models STD PIN 127300 127301 1273Q2 127306 127304 Models: STD P/N 127307 127308 127309 Without Check Valve "NS" P/N BAF - 1212 127303 BAF - 1220 127311 BAF - 2020 127312 BAF - 2030 127305 BAF - 3030 127314 With Check Valve "NS" P/N BAF - 1212CV 127310 BAF - 1220CV 127313 BAF - 2020CV 127315 Model Key: BAF - 1 29 ZNS 12 _ �,�„ DESCRIPTION: 2p = Z'� �Customer Connection THE BREAK AWAY FITTING IS DESIGNED TO 30 = 3" Pump Connection ALLOW THE SUBMERSIBLE PUMP TO BE INSTALLED OR REMOVED WITHQUT REQUIRING • PERSONNEL TO ENTER THE b'VET WELL. For Submersible Sump, Sewage, Effluent & Grinder Pumps. i �� SECTION B PUMPS & SYSTEMS PA�E � � ;� DATE 8I10 A Crane Co. Corimpany USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 7 0��° - ��0 �0'�� W/��/ �I�t111� Without Check Valve `'� y�. �...�..,ry � �� :.�.,� � N-� a � h� .^5. 3 •.s. �.� ��l � }Y �, � ,� � �.s,Q,sy ,�� fi '# c7r1 '�a�-s �::.�..rs' www.cranepumps.com Break Away Fittings j.9..,�� r--�--, i ' T ii i i � , .� I i tu�P' � � ��i � `i � � � i, � I ��J < � � � f"— 4�^1 UPPER GUIOc PIPE tl2:CK`ci FORREFERENCEOVLY Y 7 BAF -1212, 1220, 2020 �. I £ OF GUICE PIPES �' 78'-I � '�� .--� ( ,�� ' : 6�" ' "�� _ 3 � " i I 1 . '� / ,�' , /1� %1 VIEWA `�Z•x55 ANCHOR OMIT7EO SCUE ITEtAS gry_TS FOR vIEW CLARIN OIL1eN510N5 F00. PeFEREN�E OM1'LY CAN NOT be used with old generetion 2t IP SGV Grinder pumps, part numbers 105234 thru 105239 See page 6 tor OPTIONAL Intermediale Supports. NOTE: Lifting Chain sold separately. inches (mm} SECTION B �� PUMPS & SYSTEMS PAGE 2 DATE 9110 . �' A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 e . . • � ' , • . • ' ° , � ' ! ��'��c AW�� Y'�'�BG'6� Stainless Steel Intermediate Rail Support � �x �� •�i � �� y d r �4� , � .� � � � • :� c��. www.cranepumps.com Break Away Fittings ---d A � ��_—'.=a,,'`�',�-' Stainless Steel Intermediate Rail Support Must be Ordered Separately BAF Intermediate Dim "A" Dim "B" Dim "C" Model # Rail Support P!N BAF-1212 750940 5'/<" 2'/n' 1'/4' BAF-1220 750941 5Y<" 2'/." 1%;' BAF-2020 750941 5'/a" 2'/." 1 Yi' BAF-2030 750944 6Y." 2'/<" 1 Y4" BAF-3030 750944 6'/<" 2'/a" 1'/s" BAF-1212CV 750940 5'/a° 2'/�" 1'/a" BAF-1220CV 750941 5'/a° 2'/�' 1'/a� BAF-2020CV 750941 5'/" 2'/.° 1'/4" SECTION e �� PUMPS & SYSTEMS PAGE 6 DATE 5I09 . �' A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • Intemational: (937) 615-3598 I � ��— B —�--i 4"ew �l. iiY ,1� ISQL+B M+ft}� '��`�� . � � � h ��6� fj .y� � � a S � � V�e. `+galt ... �it� '�•�� .�"' 'L �� ''i7��^ �h.iY- — www.cranepumps.com Se�ies X�GV-L Class I, Group D, Division 1 Submersible Grinder XP Specifications: DISCHARGE ...............................1%" NPT, Verlical LIQUID TEMPERATURE .............104°F (40°C) Continuous VOLUTE ..........:...........................Cast Iron ASTM A-48, Class 30. MOTOR HOUSING ......................Cast Iron ASTM A-48, Class 30. SEAL PLATE ..............................Cast Iron ASTM A-48, Class 30. IMPELLER: Design ....................10 Vane,Vortex, With Pump Out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Materral ..................85-5-5-5 Bronze SHREDDING RING .....................Hardened 440C Stainless Steel Rockwell� C-55. CUTTER ......................................Hardened 440CStainless S.teel, Rockwell RO C-55. SHAFT ........................................416 Stainless Steel SQUARE RINGS .........................Buna-N HARDWARE ................................300 Series Stainless Steel PAINT ..........................................Air Dry Enamel. SEAL: Design ....................Tandem Mechanical, Oil Filled Reservoir. Matenal ...................Rotating Faces - Carbon Stationary Faces - Ceramic Elastomer - Buna-N Hardware -300 Series Stainless CORD ENTRY ..............................30 ft. (9.1 mj Std. Cord. Epoxy Sealed Housing with Secondary Pressure Gromment for Sealing and Strain Relief UPPER BEARING: Desiyn ....................Single Row, Ball, Oil Lubricated Load .......................Radial LOWER BEARING: Design ....................Single Row, Oil Lubrication Load ........................Radial & Thrust MOTOR: Desrgn ....................NEMA L-Single Phase, NEMA B-Three Phase Torque Curve. Oil-Filled, 5quirrel Cage Induction lnsulation ...............Class B. SINGLE PHASE: Capacitor Start/Capacitor Run. Requires overload protection to be included in control panel. Requires Barnes0 Starter or Control Panel which Includes Capacitors, or Capacitor pack. THREE PHASE: Duaf Voltage 230/460; Requires Overioad Protection to be Included in control panel. MOISTURE SENSORS ................Normally Open (N!O), Requires relay in control panel TEMPERATURE SENSORS........Normally Closed (NIC), Requires relay in control panel OPTIONAL EQUIPMENT .............Seal Material, Impeller Trims, Cord Length C�� A Crene Co. Company SeroeS: XSQ'sV-L. 2�9P, 345092P11A, 60aiz ,, ; � � . �� .. _�� . `MEIYlBER�: uUnderwriters Laboratories Inc � �� File No. E73842 Sample Specifications: Section 3 Page 14. DESCRIPTION: THE GRINDER PUMP IS FOR USE IN HAZARD- OUS LOCATIONS AND IS DESIGNED TO RE- DUCE DOMESTIC, COMERCtAL, INSTITUTIONAI AND LIGHT INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY: _r�: � PUMPS & SYSTEMS PAGEION 1c � DATE 3/07 USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 - - - 5�rt�'"� � �.*-n:e-� � y �m�� q-.ar�;� � � F �� , � �,�,�. �M ��3 • � � � • .�c �� a �� ''..:.�a=' -. . • • � - • - 2�.a0 (533) 4" NPT CHARGE an en inches {mm) =9/ 0 3) i 3 �87 (98) � MODEL NO PART NO HP VOLT/PH Hz RPM NEMA (Nom) START CODE XSGV2022L 127325 2 23011 60 3450 H XSGV2062L 127326 2 200/3 60 3450 J XSGV2032L 127327 2 230/3 60 3450 J XSGV2042L 127328 2 450/3 60 3450 J XSGV2052L 127329 2 575/3 60 3450 J Moisture & Temperature sensor cord for all models is 18/5 SOW, .476 (12mm) O.D. FULL LOCKED CORD CORD CORD LOAD ROTOR SIZE TYPE O.D AMPS AMPS inch (mm) 15'.0 53.8 10/4 SOW 0.67 (17) i�.o a2.o io�a sow o.s� �n� 9.0 36.0 70/4 SOW 0.67 (17) 4.5 18.0 1014 SOW 0.67 (17) 3.2 14.4 1014 SOW 0.67 (17) IMPORTANT! 1.) MOISTURE AND TEMPERATURE SENSORS MUST BE CONNECTED TO VALIDATE THE UL LISTING. 2.J A NON•SPARKING BREAK AWAY FITTING MUST BE USED TO VALIDATE THE UL LISTING. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSORS. , CONTACT BARNES PUMPS FOR INFORMATION CONCERNING MOISTURE SENSING RELAYS FOR CUSTOMER SUPPLIED CONTROI PANELS. 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AND WASTEWATER. DO NOT USE TO PUMP FLAMMABLE LIQUIDS. 5.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLEO IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/0R THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. PAGEION Zc �F�QN E PUMPS & SYSTEMS DATE 8�10 � A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 �� : � �� l� �� " � �.;: .� � a �:a•. _ ? a � �^�5 �.�.Qe� �eries XSGV-L Performance Curve www.cranepumps.com 2HP, 3450RPM, 60Hz Submersib/e Grinder XP inrhes TOTAL HEAD (mm) METERS FEET 30 100 � � 5.62 143 �� - -1-� �_ �i � i i E i i i-'- ' i-�-T- -1- ;- ( ), i � i i i 3 i -T�i i; i � =i_iTl �T� T�i � i � i �_I ; i _; � � TI i� i__;_ i=_�: STANDARD IMPELLER SIZES I�'�� I �� i. I I-� I I� 1 i ! I i;�, I 1 I i � i I I I � �� I i `�� i t i � i i T i T i T�- i i i �, iTi i _� ^ ��i_ , '�_I��-� ��;_ __i �t_ i ,�_ �I , Pump HP Impeller Dia. ��r�_ _��_ -i�I-i ? I �� i t_ ?�I i-f i I_ i I-i-l- 2A ' 5.62 (143) '-'r- 5.00 (127)',-1-f-; -i i,T-- � i t I --f i 1 i Tj" i+ TT-i-:- 25 i , �� _� i i, —; i i-i i i �� i � -�i , T�i -r i i i ; i i- i! �,`i i-1- �; -� i �� ` Impeller Trims NOT Available 80 i i�i i_ ;� i �; , i i � : � � � �� i _, . i i� i -"f i i T� -� T� i , i ��! i-�-�^� i, � i i i - T"�-T Between 5.62 and 5.00 �i i I ,��_""^_ T_I � --�-' ; iTl ' .'_; I� _•_-r.._i i_ �T i -i-;-i � _i � 1-i �r i � 1-i--1-�-- -'-- - - - --�- � } �- ; i_� _ _._i_i_ _ _i i-� -i - -1-1_` -1- � f i � " Tf �--j- ii�� ;i�i �� i� � i!i �� ; � =; 4.50. (114)� i i �- --i I i __ _ _ _ii-�� -± � I �'-- ; ---�- i--i �T; i- _i t t i � 20 � �,-:- I � �-�I �—r ;-i _;;•- -� , �-- - i I i i I i i I `� "�� ! �-+-� � � Lr?-1- i - ; : , � _ � i i � , _-�- -T ; i-_ -r � 1= _j ,-;-� -1- i 1 _I � ' � 60 ' ' . ' - -� --; � i� -ii-it i-1� i - i � i ? ' i • i � i i � � -I-� -� ;- - i-i �' 'i , i 1�'� i t! j� � I I :_�--L- r I._t_i i,- - l I i� i;___ � I I t I i 1 1 L; f -�-'--�-- -� =!-� -�-1-�- �-- - -• � - -�-�-f--� -i- �-�-?_ _�� -r � f i i i �- _� tTi �: i -;d�: 4.00 (102)�= � i --- ' �� : � 1- i-� �--� --ti—; t � �T i T� i � !; � i ; i� ~=1 i � i � i i��0� � i � i �i- � i i- , -; _i _ o$ i _i-i_i �^ _i �-i � --_-i . ,TT ..—,,_ , _ i T i T � -� � - . � � - � i i�- i i � 15 I i: i . I�. �! I I � i i � i i i. i_l .� �. I I.__i— _. I�� I' ! i I I I_ i: �- a� ' 3 75 (95) ��; �i ' �-_ _"� . i i i� ��d i � _�- �i �� i • � � i I i ' I ; I: I T � �- � I i-f 1'� i� I' I I I i i 1T � � " i i: _ i 1 ��, � -i �, ,— i i �- ;;+ i ?-` �l_ T_"i ��_. � --�--�—._ �___._:_._ _;—i--T-- Z_.-- - 40 3.50 (89)_ ' i •— '_i_ _ ; � � � i i T" � � "� --�-�- - - i � i � i_:__ �__ _ i;_ _ i� i� � t i i � _i � i_ I� ? i �� '_i_�,'-� _ i I � _:�'�_ �� i i I, �_�-f i-_� I IT I ^ 3.25 (83)Zi_'-• �-� _� �'T -}-�--� ' �L- -��-� i_ �j--�-• -?--} ��_ � � � -�-� . 10 i-iT i i i I "��_ � � � �'- i j -� --, �� i i �i �--- -� ;�;--� --, r--� -`f. , i � �i � i { 's �"f � ""t I^_f i 1 � i ' i i - ` f ' ' i ' i ' � i�i._ _�.. _ � _ 1 i _;_; _I i � (- -�-1 �- -1- � ti 3 00 (76)�r .:.-� ' ;-i - -i i -=-T , '_ j_"i i I , � i -�--�-�-=-� � i � ; -I -i- i � I ' � - �._�_ � I� I ' i f i + I 1 _ � 'I � _i ! I I I �- ! : , . �:, , - ,I �;.i ,_ ,. � ' ;I ; _ � �r�T��___� � -1--- - -1-�- - 2� j-- j- -� �-'� I�,*.' -� -� �' ---i !..; �� I i I 1 I I j � _� � i I I 1 I f _� � i 1 I '� I I� I i i .L) ' I 1 I!' I i! I I I I ; I t ._'i_`i_ i i`i � �!��=-�- -'- � �- -1i_i_'- _ _�_ � _i_ ' -T � A _!_�i }..- -i : i 1 ; i ! t ! i 5 _i.-�--�- -� i � �-' � -r i� _ �' � (�� R..' 1 tL i I I I _��_fI�� .� _ i _ I. I_.., - - � � -1-� -- — �- -. I F_ � �) _►�_I� ' i I � 1 I � _T��r_ I � I i f -�� I i � � � � - � -r i i i ' i � i-1-I _�� I i I. ! I � I i� ��.� -~-!-' � 1� � a-� '•--i-�-' '' 1- ' i.'-� --� I' I I I I _� ---�`_ _r -� r-: - -i �-� {- f f i !T� 1 [ ! , , � I (� -� I i t ' � 1� � -1- - - �t--�5�- ��--i. �i i i_ _t � I 1 _ I �� I � -� �_ -� -,-I^ _ I I I L. �- I ( I' ^I I;_ I I I 1 �� i I I i I I�� I . -� �--i �_�� r- ��' -�--� �---- - - - -�---- - -l--i_.� ' L• _ Ti� -- - V84794 i 1 I I � I I � ' I I i I I i 1- I I�� i" -i 1! i i i i t t ' i:! ?'I I � I ! i I U.S. GALLONS 10 20 30 40 50 PER MINUTE LITERS g � 1.5 2 2.5 3 3.5 PER SECOND Testing is performed with water, specific gravity 1.0 @ 68° F@(20°C), other fluids may vary performance (�� PUMPS & SYSTEMS SECTION sc PAGE 3 �' DATE 5104 ACrane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 �ulbrni�tal 'T'ransrt'it�a6 � l�es�an�e Shaded_areas are for City of,Renton use:only . � C�IVST�IXTIdN IPiC. Submittal Number: 001 DATE: 01/24/2011 (Contractor each submittal transmiital will have a consecutive number beginning with "1 ". Resubmiftals will be identi�ed with R1, R2, etc.) Note: One form shall be filled out for each submitfal item. The only exception will be if multipJe items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESTVIEW LIFT STATION UPGRADES No. : WWP-27-3536 Contractor: ADVANCED CONSTRUCTION, INC. Fed Aid #: NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # .:::.: :::....:. ....<,.. .. item (or Spec Sec #, DESCRIPTION 'Owner's # if no bid #) ;Response 1 N/A Project Organization and Contact List. -------- _ ❑ Re-submittal ❑ Supplemental Submittal ' Submitted by: AJ SMITH, Project Mana er 425-493-1826 Signature ` � Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMiT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; arid the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owners obfigations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be . discontinued and the submittal rejected. Owner's Comments and Sign-off: #,(key to _ _ , atiove ,: , ; Comment . , 1 , -. _.. , , - Si nature ' . ' ° ; Printed Name & Title ` ' - Date. ❑ See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments 1 of 1 -- - � - iCQN6T�lJCT1Old INC. Submittal Number: 003 DATE:- 01/24/2011 (Contractor. each submittal transmittal will have a consecutive number beginning with "1 ". Resubmittals will be identified with R1, R2, efc.) Note: One form shall be filled out foreach submittal item. The only exception will be if multipfe items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: WWP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # Owner's item (or Spec Sec #, DESCRIPTION Response # if no bid #) 1 1.06.1 Work Plan. ❑ Re-submittal ❑ Supplementai Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature •r Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response".. Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirtning and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to pertorm all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. .. ,. _ . Si nature ` " °" '; Printed Name & Title `: ; ' '_ ' ° : .Date ': _. ❑ See Attached Owne�s Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments Submitta/ Transmittal & Response Shaded areas arerfor City of Renton use orily 1 of 1 Owner's Comments and Sign-off: �• , .. _ � . �Ght6T�LMCTION IM�, Submitta! Transmit�al 8r Response Shaded areas are for City of Renton use only Submittal Number: 004 DATE: 01/24/2011 (Contractor. each submittaf transmifta! will have a consecufive number beginning wifh "1 ". Resubmittals will be idenfified with R1, R2, etc.) Note: One form shal! be filled ouf foreach submittal item. The only exception will be if mulfiple items from the same supplier a�e submitted as a package for the same scheduled work. Contract Name: WESNIEW L1Fi STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. �ESCRIPTION The Contractor submits the fol{owing noted attachments to Owner's for review and response: AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # Sub � Bid Item # item (or Spec Sec #, # if no bid # —1--� _---------- Safet r�Plan_----- ❑ Re-submittal ❑ Su plemental Submittal Submitted by: � The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of ihe Project and does not extend to consideration of structural integrity, safety, detailed compiiance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of iis entire work in strict accordance with the construction Contract. The review is undeRaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Commenis or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to Comment 1 �.J�-H-,.� �es�:./ � Printed Nam & Title 2 - Z ._ Date See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments f►�r.�5�l:a+id��.�i� Fed Aid # : NA Owner's Response 1 of 1 . r,,. , , ADVANCED CONSTRUCTION, INC, 4640 Campus Place, Suite 150 Mukilteo, WA 98275 �� .� �� •`� 2• , ,• -. ; • � a i , � , �� t6; i �� '' �I ' ��. r ' "�i !'=._ �, r`' ,; �•a �•r , �� t•,' ! � i t `r January 24, 2011 VWVP-27-3536 Westview Lift Station Upgrades Monterey Avenue Renton, Washington 98058 Accident Prevention Progrem: Page 1 of 25 Safety/Plans and Procedures/Accident Prevention Program .� ADVANC�D CONSTRUCTION, INC. 4640 Campus Place, Suite 150 Mukilteo, WA 98275 ACCIDENT PREVENTIO�V PROGRAM General Provisions RESPONSIBILITY It is the Company's full intention that all safety and accident prevention requirements of contract for Westview Lift Station Upqrades will be satisfied. The steps taken to insure an effective program include the following, which will be taken at the various management and employee levels. A. Supervision: Conduct regular safety meetings attended by all supervisors, forepersons, . subcontractors and any other on-site personnel. Regular meetings to occur at a maximum interval of one week. Meeting minutes will be recorded and filed at the jobsite. AP-1 Form: Weekly Safety Meeting Minutes (included). 2. Discuss with supervisors unsafe practices and hazardous conditions noted and accidents which have occurred since the last meeting. 3. Keep informed of the accident record and see that the established safety policies are being observed. 4. Insure that supervisors at all levels actively promote and enforce the safety program. 5. Give clear and precise work instructions that incorporate safety. 6. Hold worker's group or toolbox safety meetings, discussing those unsafe acts note and any accidents or near accidents that have occurred since the last meeting. Accident Prevention Program: Page 2 of 25 Safety/Plans and Procedures/Accident Prevention Program . • . ►, 7. Check back on the workers often enough to observe whether or not the work instructions are being carried out: 8. Make certain that all subordinate supervisors are actively promoting and enforcing the safety program through the use of our Job Safety Inspection check list. 9. Set an example for the crew by continually practicing good, safe work practices. 10. Assume the responsibility for assuring that prompt attention is given to all injuries, however slight, and that a complete record of each accident is made immediately after the accident occurs. B. Worker's Responsibility: It is the worker's responsibility to follow all-instruction, observe safety regulations, and work safely at all times to protect themselves and other workers. � A detailed listing of the spheres of responsibility relative to the safety program is contained in our company safety policy. C. Subcontractor's Responsibility: Each subcontractor shall be responsible for compliance with the special provisions and conditions of the specification covering safety requirements including developing and implementing a hazard analysis. Prior to the beginning of each subcontractor's work, a pre-job meeting will be held between the General Contractor and the individual subcontractor. The purpose of this meeting is to discuss job procedure while on site to insure work can proceed in a safe and efficient manner. In addition, a weekly meeting will be held with subcontractor supervision to discuss daily scheduling, coordination problems, safety, and clean-up. INDOCTRINATION Each employee will be acquainted with the job hazards at the time of initial employment and at all times thereafter when employee is shifted to a different type of work or operation. Some of fhe steps to accomplish this are: Point out specific job hazards to the employee at the time he/she is hired. 2. Instruct the employee in the safe way to do assigned job. Accident Prevention Program: Page 3 of 25 Safety/Plans and Procedures/Accident Prevention Program �. 3. Acquaint the ample with our company safety policy. 4. Instruct each emp{oyee to report each accident and "near miss" whether and,injury results or not. Instruct employee regarding the location of first aid treatment facilities. ENFORCEMENT Essential to the successful implementation of our Safety Program is effective enforcement of all safety rules. Our plan for enforcement includes the following steps: 1. Upon verification of employee's willful and/or continuous violation of the safety regulations and instructions the employee will be dismissed without delay. 2. Any supervisor who consistently fails to recognize unsafe working conditions or practices, and to take the necessary corrective measures before an accident occurs, will be discharged. 3. All superintendents and crew forepersons will insure that all subordinate supervisors effectively enforce all safety rules and regulations. 4. Upper management personnel will conduct periodic on-site inspections to insure effective safety rule enforcement. 5. The project manager will be responsible for the maintenance of an effective rule safety enforcement plan. 6. The safety officer will monitor all jobsite activities for compliance to the company safety policy. FIRE PREVENTION AND PROTECTION Assuring awareness by all personnel of the possibility of Tire on any project is a prerequisite to an effective fire prevention and protection plan. � As an aid to the implementation of our company fire prevention and protection plan, the following steps are made an integral part of the plan. All fire-fighting equipment will be periodically inspected and maintained in operating condition. 2. A temporary or permanent water supply of sufficient volume, duration, and pressure to properly operate the fire-fighting equipment will be made available as soon as combustible materials accumulate. Accident Preventlon Program: Page 4 of 25 Safety/Plans and Procedures/Accident Prevention Program 3. In the area of any operation constituting a fire hazard, "No Smoking" signs will be posted and enforced. � 4. Only approved containers and portable tanks will be used for storing flammable and combustible liquids. 5. Access to all available fire-fighting equipment will be maintained at all times. 6. All fire-fighting equipment will be conspicuously located and identified. 7. Any fire-fighting equipment found to be defective will be replaced immediately. 8. All land-clearing operations will be equipped with the required fire-boxes complete with an adequate quantity of the various fire-tools and a fully equipped water tank truck. 9. Fuel and lubricant storage areas will be kept free of weeds, debris, another combustible material not necessary to the storage. EQUIPMENT INSPECTION AND MAINTENANCE Essential to a successful, accident-free project is properly maintained.equipment and facilities. To insure maximum avai[ability and safe operation of all equipment, the following steps are made an integral part of our inspection and maintenance program. An inspection of the equipment, weekly, or more often, if necessary to insure that it is in good, safe mechanical condition. 2. An equipment service and repair file will be maintained at both the project office and home office. 3. All defective equipment will be reported to the project manager, who will schedule the required repairs. No equipment will return to work until all repair work has aeen completed. 4. All equipment "down" for repair will be identified by a"red" tag affixed conspicuously in the operator's compartment or on the tool, itself. Only after the required repairs have been made and the equipment determined to be back in good, safe operating condition, by the fleet mechanic, will the "red" tag be removed. 5. The project manager will be ultimately responsible for equipment inspection and maintenance. Accident Pravention Program: Page 5 of 25 Safety/Plans and Procedures/Accident Prevention Program MAIIdTENANCE OF COMPLETE AND ACCURATE RECORDS OF ALL ACCIDENTS A. A Company Accident Report form will be completed for every accident, both injury and property damage. The foreperson on whose crew the accident occurred will fill out and sign the report with witnessing signatures by the superintendent and the project manager. B. All required state and-#ederal occupationaFinjury and-illness reports will be filed with the applicable agencies. ` ' C. A complete file of all accident reports and records will be maintained at both the project and home office. D. A.J. Smith will function as our Safety Officer on this project. The company safety officer will be responsible for the maintenance of complete and accurate accident records. PROCEDURE FOR TREATMENT OF INJURIES A. On-site injury treatment will be made by an employee knowledgeable in first- aid and possessing a valid first-aid certificate. B. At least one employee at the jobsite will be qualified to administer first-aid. C. To assure prompt medical attention in the event of a serious injury, the following steps will be taken: At the start of work on this project, we will contact the nearest doctor, hospital, or clinic, and advise them as to the approximate number of workers to be employed and the approximate duration of the project. 2. The emergency telephone and/or radio numbers for the doctor, hospital, clinic, ambulance service, rescue squad, police, and fire departments will be conspicuously posted in the project field office and on the project bulletin board. 3, Throughout the duration of the project we will have first-aid kits easily accessible to all workers. Company vehicles�will be available for transportation to medical care facilities. 4. Ambulance service will be utilized in the event of a serious accident. Accident Prevention Program: Page 6 of 25 SafetylPlans and Procedures/Accident Prevention Program ..._ ........... ... .... _..... _.... .... F1RST AID 1. Provide a First Aid Station with a well stocked first aid kit. Instruct employees on the focation of the First Aid Station and the location of the nearest rr�edical facility available. 2. Check each First Aid Kit weekly. 3. Place a poster with emergency phone numbers near a phone. 4. Provide at least one qualified First Aid card carrier per project. Post the name of the qualified First Aid personnel at the First Aid Station. 5. Keep daily records of all First Aid Treatment administered. These must be maintained and returned to the main office at year end. Accident Prevention Program: Page 7 bf 25 SafetylPlans and Procedures/Acctdent Prevention Program BLOODBORNE PATHOGENS EXPOSURE CONTROL PLAN This exposure plan is estab(ished to protect occupationally expased employees from . hazards of blood borne pathogens, in particular HIV and Hepatitis B Virus. The Safety Director is responsible for establishment, implementation and maintenance of all aspects of this Exposure Control Program. These procedures will be reviewed and updated in accordance with the reguiations. - A. DEFINITIONS "Blood": Human blood, human blood components, and products made from human blood. 2 "Blood borne Pathogens": Pathogenic microorganisms that are present in human blood and can cause disease in humans. These pathogens include, but are not limited to Hepatitis B Virus (HBV) and Human Immunodeficiency Virus (HIV). 3, "Contaminated": The presence or the reasonably anticipated presence of blood or other potentially infeetious materials on an item or surFace. 4. "Decontamination": Use of physical or chemical means to remove, inactivate, or destroy blood borne pathogens on a surface or item to the point where they are not longer capable of transmitting infectious particles and the surface of an item is rendered safe for handling, use or disposal. 5. "Exposure Incident": A specific eye, mouth, or mucous membrane, non-intact skin, or parenteral contact with blood or other potentially infectious materials that results from the performance of an employees duties. B. EXPOSURE DETERMINATION: Designated first aid responders are the affected employees who are considered exposed,�or will potentially be exposed, to blood and/or other potentially infectious materials. C. EXPOSURE CONTROL: Universal precautions must be observed to prevent contact with blood or other potentially infectious materials. All employees that perform first aid/CPR should use the proper personal protective equipment. � Accident Prevention Program: Page 8 of 25 Safety/Plans and Procedures/Accident Prevention Program 2. Hand washing facilities will be provided at each jobsite. This may consist of runnir�g water and soap, or antiseptic hand cleanser or towelettes. Employees must wash hands and any other skin immediately following contact of such body areas with blood or other potentially infectious materials. 3. Personal Protective Equipment: a. Disposable rubber gloves shal� be worn when the employee may have contact with blood. b. Pocket masks or mouthpieces will be used while performing CPR. 4. Housekeeping: a. All equipment and working surfaces must be cleaned and decontaminated after contact with blood or other potentially infectious material. The decontamination shall occur as soon as feasible, using an appropriate disinfectant. b. All contaminated materials, (i.e. gloves, pocket masks, clothing) shall be collected and sealed in a plastic bag for proper disposal. D. POST EXPOSURE EVALUATION AND FOLLOW-UP: Following report of an exposure incident, the exposed employee will be provided a confidential medical evaluation and follow-up including: Documentation of the route of exposure, and the circumstances of the exposure incident. 2. Identification and documentation of the source individual. 3. Source individual blood will be tested fior HBV/HIV infectivity as soon as feasible after exposure. 4. Exposed individual will be advised of source individual's test results and informed of applicable laws and regulations concerning disclosure of identity and infectious status of the source individual. 5. Exposed individual will be provided with blood testing, post-exposure prophylaxis, counseling and evaluation of reported illness. Accident Prevention Program: Page 9 of 25 Safety/Plans and Procedures/Accident Prevention Program E. TRAINING: Employees will receive initial training and annual refresher course which will include the following: a. A review of WAC 296-62-08001 and company Exposure Control Plan. b: A general explanation of the epidemiology and symptoms of blood borne diseases. c. An explanation of the modes of transmission of blood borne pathogens. d. An explanation of the use and limitations of inethods that will prevent or reduce exposure including appropriate work practices, and personal protective equipment. e. An explanation of the procedures to follow if an exposure incident occurs, including the method of reporting the incident and the medical follow-up that will be made available. F. RECORDKEEPING: Medical Records - An accurate record for each employee with occupational exposure will be kept in a confidential file. � 2. Training Records - Training records will include the dates, content, names of those attending and the name of the person conducting the training. Accident Prevention Program: Page 10 of 25 Safety/Plans and ProcedureslAccident Prevention Program GENERAL SAFETY POLICY AND PROCEDURE EMPLOYER'S RESPONSIBILITY A. Management: 1. The Project Manger will be fully responsible for the success of this program. The Project Manger will designate an additional supervisor to act as safety inspector in addition to the designees' other duties. Designee's duties will include the following activities and, in addition, designee will be thoroughly familiar with and enforce the requirements of OSHA's Safety Regulations and WISHA regulations and the Safety Requirement of this contract. 2. Monthly meetings as to safe and unsafe methods of work, safe practices most frequently violated, job accident record, and the importance of a sound safety program will be held and documented. B. Training: 1. Supervisory personnel will instruct all employees in safe procedures and job safety requirements and they will follow up and insist on compliance. 2. Supervisory personnel will discuss safety and accident prevention at least once a week at project tool-box meetings. All employees and Subcontractors for the project will be required to attend while their work is in progress. 3. "Material Safety Data Sheets" and the Hazard Communication Program iniormaiion will be made available to every employee. All employees musi be made aware of the hazardous chemicals they will be exposed to on this project. (See HAZCOM Program). 4. Employees will be instructed on company procedures for reporting unsafe practices, and in handling emergency situations that may arise in the use of any equipment on the project. 5. Procedures to follow in cases of serious accidents will be developed and implemented as required. Accident Prevention Program: Page 11 of 25 Safety/Plans and Procedures/Accldent Preventlon Program C. Record Keeping and Reporting: Investigate all injuries and job related illnesses and file a complete report indicating the cause, witness statements, and what measures were taken to prevent recurrence. Retain all records and a log of all occupational injuries and illnesses (OSHA Log 200). 2. Document exposure to any toxic materials and harmful physical agents. Notify company's main office and-employees if any excessive exposure has occurred. Report serious accidents where a fatality has occurred or where more than four persons are hospitalized to the designated authority. D. Procedure for Safety Violations: It will be the company's policy to immediately rectify all safety violations brought to the attention of the company's supervision. If personnel are the direct causes of the violation, then the violation will be cited, at which time the person(s) will be made aware of their neglect. Disregard for safety will constitute gcounds for termination. EMPLOYEE'S RESPONSIBILITY To report any hazard or unsafe practices to supervision. 2. To attend too-box safety meetings. 3. To read and follow Company's General Safetv Policv and Procedure (this document). 4. Employees must immediately report all accidents and job related illnesses to a company supervisor. 5. To work within the company's guidelines to insure the safety and well being of other employees and their property and the property of others. Accident Prevention Program: Page 12 of 25 Safety/Plans and ProcedureslAccident Prevention Program PERSONAL PROTECTIVE EQUIPMENT Employees shall receive instrucfion in the use and care of such emergency and protective equipment as self-contained breathing apparatus, hose line masks, and respirators when working in dangerous or potentially dangerous areas. Instruction will also be given for the handling, storage, and disposal of haza�dous materials. (See Respiratory Protective Program). Personal protective equipment is determined by task and use of Hazards Assessment Checklist. - - Hard hats will be worn. 2. Welding helmets are required for welders. 3. Proper clothing and appropriate footwear will be worn. Toe guards to be worn as necessary. 4. Use of face guards, goggles for grinding, and respiratory protection�shall be used when necessary. 5. Hearing protection will be used when needed. EQUIPMENT AND TOOLS (Check Daily) Examine all electrical cords, cables, ropes, hoses, chains, ladders, and small tools, and if condition of them makes them unsafe, they shall be removed from service. 2. Require all equipment to be grounded properly before use, and inspect electrical equipment for possible hazards. Guards are not to be removed from saws and other power tools. ON SITE SAFETY It is the intention of the Company to provide a place of employment which is free of hazards which may cause illness, injury or death to employees. Provide employees with safety nets, catch platforms, safety lifelines, and lanyards when needed. 2. Install railings 42" high and use scaffolds whenever necessary, with toe boards 4" high. 3. Place handrails and toe boards at the perimeter of all decks. Accident Prevention Program: Page 13 of 25 Safety/Pfans and ProcedureslAccident Prevention Program 4. Make sure all gas and oxygen cylinders are held secure and are in a vertical position with valve caps in place. NEVER lay gas cyli�ders on the ground. Always label contents. 5. Flammable liquids shall be stored with great care. Post "NO SMOKING" signs. 6. All-chemicals should be stored-in their original� or approved, containers with a proper label attached. GOOD HOUSEKEEPING Keep the jobsite clear of trash, debris, or any unsanitary materials. 2. Combustible materials shall not be allowed to accumulate. 3. Protruding nails should either be remoyed or bent over. 4. Cleaned lumber (nails removed) should be stacked in orderly piles. 5. Plan your jobsite storage and stockpiles with your crew so the area remains well organized. 6. Provide garbage containers near eating and drinking areas. 7. At the end of each work day put all tools and materials carefully inside the tool van or storage building. ACCIDENT PREVENTION SIGNS AND TAGS 1. Place signs warning of possible danger in work areas or traffic areas. 2. Post the location of fire extinguishers along with directions for use. Instructions for use wil{ be given at weekly too-box meetings. (Yearly maintenance service tags should be visible). 3. Post "NO SMOKING" signs near paints, acetylene, and area of any combustible material. 4. Post instructions for operators of heavy equipment. 5. _ Hand signals for Crane and Derrick shall be posted at jobsite. Accident Prevention Program: Page 14 of 25 Safety/Plans and ProcedurestAccident Prevention Program 6. "RED TAG" all faulty tools and equipment until repairs are made. 7. Post all OSHA and WISHA posters. HEAVY EQUIPMENT Heavy Equipment operators shall-receive instruction and shall demonstrate proficiency in the operation of the equipment. 2. Any modification of machinery used on the job must be cleared through the original manufacturer. Obtain written approval for proposed alterations before making changes. 3. Regular inspections, often on a daily basis, are required. Keep a written record of these inspections. � 4. Safety glass shall be used in mobile equipment. 5. Seat belts are required, except for equipment designed for stand-up operation, on equipment. 6. Parked equipment shall have the brake set, and when on an incline, shall have the wheels chocked. 7. A reverse signal alarm or signal person shall be provided for equipment with an obstructed view of the rear. 8. When parked adjacent to a highway or a work area where activity is continuing, the machine must be surrounded by barricades and warning signs. SANITATION An adequate supply of fresh drinking water shall be supplied and clearly labeled "DRINKING WATER". Paper cups shall be provided. Workers will be trained in the Advanced Construction, Inc.; Heat Related Illness Plan. 2. Restroom facilities or portable toilets will be provided and kept clean. Accident Prevention Program: Page 15 of 25 Safety/Plans and Procedures/Accident Prevention Program FIRE PREVENTION AND PROTECTION A. General Fire Safety Measures: 1. All fire fighting equipment will be periodically inspected and maintained in operating condition. � 2. In the area of any operation constituting a fire hazard, "NO SMOKING" signs will be posted and enforced. Any hot work requires posting of fire watch during and for at least 30 minutes after cessation of the work. Fire watch personnel will be trained in the use of portable fire extinguishers. 3. Only approved containers and portable tanks will be used for storing flammable and combustible liquids. 4. Access to all available firefighting equipment will be maintained at all times. 5. All firefighting equipment will be conspicuously located and identified. 6. Any firefighting equipment found to be defective will be replaced immediately. Inspections will be made on a monthly basis. 7. Fuel and lubricant storage areas will be kept free of weeds, debris, and other combustible material not necessary to .the storage. B. "Hot Work" activities: 1. "Hot Work" activities include the use of portable gas, grinding, or arc welding equipment. "Hot Works" denotes any open flame procedure for the heating of materials during application processes. 2. Maintain 35 foot radius around floor areas of all combustible and flammable materials. All fuels are excluded from the hot work area. 3. Fire Suppression and Alarms. a. Maintain a charged and ready for use multi-purpose dry chemical portable fire extinguisher so that it is immediately available to the work. b. In Fire alarm service areas, fire alarm pull stations are to be identified and accessible fo the hot work crew. An alternative communication device to call the Fire Department is an acceptable alternative. Accident Prevention Program: Page 16 of 25 Safety/Plans and Procedures/Accident Prevention Program c. Fire alarm sensors.are to be located before work begins. The owner is to be contacted regarding and to arrange for any alteration of fire alarm equipment. Only the owner's personnel shall deactivate or disable any existing system unless otherwise provided in writing. d. Fire suppression systems are to be located and reviewed for compatibility with hot work activities. All issues regarding fire suppression systems are to be coordinated-with the owner. Only the owner's personnel-shall-deactivate or disable any existing system unless otherwise provided in writing. e. Any deactivation of fire detection or suppression systems is to be accommodated by either temporary systems or fire watch. 4. Hot Work Activities. a. Confer with AHJ regarding all applicable provisions of code. Obtain any necessary permits. b. Inspect cutting and/or welding equipment to assure it is free from damage or defects and is in proper working condition. c. Use fire resistant shields to cover combustible floors; to protect floor and wall openings from passing sparks/slag to unprotected areas; and suspend sparklslag catchers below any elevated cutting/welding operations. d. Any cutting/welding in containers requires purging of flammable vapors. e. Superintendent to inspect all hot work activity areas after work is complete, including fire watch. Accident Preventfon Program: Page 17 of 25 Safety/Plans and Procedures/Accident Prevention Program . ADVANCED CONSTRUCTION, INC. RESPIRATORY PROTECTIVE PROGRAM Exposure of workers to contaminated air in the workplace. has. been proven to cause long term health problems, such as cancers, chronic bronchitis, emphysema, and the like. Therefore, it is the intent of the Company to provide a workplace free of contaminated air In the control of those occupational diseases caused by breathing contaminated air, the primary objective shall be the prevention of atmospheric contaminants in the workplace. This objective shall be accomplished as far as possible by engineering control measures such as ventilation, vacuum collectors, moisture to areas, or other satisfactory means to eliminate the contaminants from the work environment. All operations shall undergo an air quality study by the project manager or project superintendent while in the planning states. Form 1 R(copy attached) will be used for this study. When engineering controls do not seem to be effective, the air shall be tested for airborne contarninants suspected. Levels near or above those listed on attached sheets shall require the appropriate respirator to be used pursuant to the following requirements. Respirators shall be provided by the Company when such equipment is necessary to protect the health of the employee. The company shall provide the respirators which are applicable and suitable for the purpose intended. Proper selection of respirators shall be made according to the guidance of American National Standards, Practices for Respiratory Protection, 288.2 - 1969. Employees who wish to provide their own equipment may do so only after inspection and written approval by the job superintendent or projecf manager. Accident Prevention Program: Page 18 of 25 Safety/Plans and Procedures/Accident Prevention Program The employee shall use respiratory protection in accordance with instructions and training received. The company will provide instructions and training to the employee in the proper use of respirators and their limitations. Form 2R (copy attached) shall be completed at this time. Where practicable, the respirators should be assigned to individual workers for their exclusive use. Respirators shall be regularly cleaned and disinfected. Those issued for the exclusive use of one worker should be cleaned after each day's use, or more often if necessary. Those used by more than one worker shall be thoroughly cleaned and disinfected after each use. Respirators shall be stored in a convenient, clean, and sanitary location. Respirators used routinely shall be inspected during cleaning. Worn or deteriorated parts shall be replaced. Respirators for emergency use such as self-contained devices shall be thoroughly inspected at least once a month and after each use. Appropriate surveillance of work area conditions and degree of employee exposure or stress shall be maintained. There shall be regular inspection and evaluation to determine the continued effectiveness of the program. Persons should not be assigned to tasks requiring use of respirators unless it has been determined that they are physically able to perform the work and use the equipment. A physician shall determine what health and physical conditions are pertinent. The respirator user's medical status should be reviewed periodically (for instance, annually). Respiratory protection is no better than the respirator in use, even though it is worn conscientiously. Frequent random inspections shall be conducted by a qualified individual to assure that respirators are properly selected, used, cleaned, and maintained. Accident Prevention Program: Page 19 of 25 Safety/Plans and Procedures/Accident Prevention Program For safe use of any respirator, it is essential that the user be properly instructed in its selection, use, and maintenance. Both supervisors and workers shall be so instructed by competent person. Training shall provide the worker an opportunity to handle the respirator, _ have it fitted properly, test its face-piece-to-face seal, wear it in normal air for a ling familiarity period, and finally, to wear it in a test atmosphere. Every respirator wearer shall receive fitting instructions including demonstrations and practice in how the respirator should be worn, how to adjust it, and how to determine if it fits properly: Respirators shall not be worn when conditions prevent a good face seal Such conditions may be a growth of beard, sideburns, a skull cap that projects under the facepiece, or temple pieces on glasses. Also, the absence of one or both dentures can seriously affect the fit of a facepiece. The worker's diligence in observing these factors shall be evaluated by periodic check. To assure proper protection, the facepiece fit shall be checked by the wearer each time the respirator is put on. This may be done by following the manufacturer's facepiece fitting instructions. Providing respiratory protection for individuals wearing corrective glasses is a serious problem. A proper seal cannot be established if the temple bars of the eye glasses extend through the sealing edge of the full facepiece. As a temporary measure, glasses with short temple bars or without temple bars may be taped to the wearer's head. Wearing of contact lenses in contaminated atmospheres with a facepiece respirator shall not be allowed. Systems have been developed for mounding corrective lenses inside full facepieces. When a worker must wear corrective lenses as part of the facepiece, the facepiece and lenses shall be fitted by qualified individual to provide good vision, comfort and a gas-tight seal. If corrective spectacles or goggles are required, they shall be worn so as not to affect the fit of the facepiece. Proper election of equipment will minimize or avoid this problem. Accident Prevention Program: Page 20 of 25 Safety/Plans and Procedures/Accident Prevention Program Maintenance and care of respirators shall be adjusted to working conditions, and hazards involved, and shall include the following: -Inspection for defects (Including a leak check) -Cleaning and disinfectin.g, per manufacturer's recommendations -Repair -Storage Equipment shall be properly maintained to retain its original effectiveness. All respirators shall be inspected routinely before and after each use. A respirator that is not routinely used, but is kept ready for emergency use, shall be inspected after each use and at least monthly to assure that it is in satisfactory working condition. Self Contained Breathing Apparatus shall be inspected monthly. Air and oxygen cylinders shall be fully charged according to the manufacturer's instructions. The regulator and warning devices will also be inspected to assure that they function properly. Respirator inspection shall include a check of the tightness of connections and the condition of the facepiece, headbands, valves, connecting tube, and canisters. Rubber or elastomer parts shall be inspected for pliability and signs of deterioration. Stretching and manipulating rubber or elastomer parts with a massaging action will keep them pliable and flexible and prevent them from taking a set during storage. A record shall be kept of inspection dates and findings for respirators maintained for emergency use. Routinely used respirators shall be collected, cleaned and disinfected as frequently as necessary to insure that proper protection is provided for the wearer. Each worker shall be briefed on the cleaning procedure and be assured that a clean and disinfected respirator will always be received. Such assurances are of greatest significance when respirators are not individually assigned to workers. Respirators maintained for emergency use shall be cleaned and disinfected after each use. Accident Prevention Program: Page 21 of 25 SafetylPlans and Procedures/Accident Prevention Program Replacement or repairs shall be done only by experienced persons with parts designed for the respirator. No attempt shall be made to replace components or to make adjustment or repairs beyond the manufacturer's recommendations. Reducing or admission valves or regulators shall be returned to the manufacturer or to a trained technician for adjustment or repair. After inspection, cleaning, and necessary repair, respirators shall be stored to protect against dust, sunlight, heat, extreme cold, excessive moisture, or damaging chemicals, Respirators placed at stations and work areas for emergency use should be quickly accessible at all times and should be stored in compartments built for the purpose. The compartments should be clearly marked. Routinely used respirators, such as dust respirators, may be placed in plastic bags. Respirators should not be stored in such places as lockers or tool boxes unless they are in carrying cases or cartons. A copy of all completed forms will be maintained at the jobsite with an additional copy maintained at the home office. Accident Prevention Program: Page 22 of 25 Safety/Plans and Procedures/Accident Prevention Program Form 1 R ADVANCED CONSTRUCTION, INC. OPERATIONS AIR QUALITY STUDY _ _ _ . _ _._ . ._ __ _ _ Date JOB# Name of Operation 1. Expiain the nature of this operation: 2. Is there a possibility of air contamination from this operation? Yes No If yes, proceed. If no, please sign. 3. If yes, what are the contaminants to be eliminated or protected against? Accident Prevention Program: Page 23 of 25 SafetylPlans and Procedures/Accfdent Prevention Program 4. What are the maximum allowable limits of each of the contaminants listed above obtained from? "Threshold limit values of airborne contaminants for 1970" that is referenced in 29 CFR 1926.55(a)". This list and its updates is a part of the Respiratory Protection Program by Advanced Construction, Inc. 5. List all measures that will be taken to eliminate levels of contaminants above the limits. 6. Have measures to eliminate contaminants succeeded? Yes No 7. List additional measures put into effect and implement Advanced Construction Inc. Respiratory Protection Program. DATE SIGNED Accident Prevention Program: Page 24 of 25 Safety/Plans and Procedures/Accident Prevention Program Form R2 ADVANCED CONSTRUCTION, INC. STATEMENT OF TRAINING -- RESPIRATOR USE AND CARE Date � an employee of Advanced Construction Inc. do state that on the above date I received instruction, fitting, and testing in the proper use and care of respirator: Make Model Serial No. and a copy of the manufacturer's recommendations of the same. I also agree to abide by the instructions and recommendations. This training was for the airborne contaminant(s): , EMPLOYEE: COMPANY OR MANUFACTURING REPRESENTATIVE: Accident Prevention Program: Page 25 of 25 Safety/Plans and Procedures/Accident Prevention Program Advanced Construction, Inc. 4640 Campus Place — Suite 150 Mukilteo, Washington 98275 C�NFINED SPACES PROGRAM January 24, 2011 Advanced Construction, Inc. Page 1 Confined Spaces Program Advanced Construction, Inc. CONFINED SPACES PROGRAM I. DESCRIPTION OF AREAS A confined space is any space or enclosure that has limited openings for entry and egress; may have limited ventilation; may contain or produce life-threatening atmospheres due to oxygen deficiency, or the presence of toxic contaminates, and which is not intended for continuous employee occupancy. Examples of confined spaces include underground utility vaults, pipelines, and enclosed structure areas. II. HAZARDS The hazards commonly encountered in confined spaces are the following: - Toxic vapors, gases, and dusts in excess of their permissible exposure limit - A lack of oxygen which may cause asphyxiation - Electrical shock from portabie lights or tools - Injury from mechanical equipment such as pipe valves - Physical hazards such as slipping, falling, and falling objects - Inability to readily get into or out of the space due to the location and/or size of openings - Noise levels in excess of permissible exposure limits III. PRE-ENTRY PROCEDURES Training - Supervisors will instruct all employees associated with a confined space entry in the operating and rescue procedures, use of protective and rescue equipment, and the hazards they may encounter. A. TESTING Prior to entry, and periodically while a worker is in the space, the air in the space should be tested by a health and safety representative for contaminants as follows: 1. Oxygen deficiency using a properly calibrated oxygen meter or other suitable device 2. Toxic contaminants using a suitable device such as a Draeger pump and appropriate tube(s). The choice of test will depend on whether the space contained any particular chemical(s). Testing should be performed by a representative who has been trained in proper sampling methods. B. VENTILATION Proper and adequate forced ventilation of the space with save respirable air should be required if one of the . following conditions exist or could exist or could exist during the cou�se of the work: - Toxic contaminants are present above their permissible exposure limit - The oxygen concentration is below 19.5%. Equipment used for ventilation should be suitable for the atmosphere which is being ventilated. Advanced Construction, Inc. Page 2 Confined Spaces Program The exhaust from ventilation operations should be directed to a safe location where it presents no hazards to other employees or equipment. IV. PROTECTIVE AND RESCUE EQUIPMENT REQUIREMENTS Appropriate equipment for protecting the eyes, ears, head, hands, feet, and body will be provided when deemed necessary. Appropriate respiratory protective equipment should be provided when one or more of the following conditions exist during confined space operations: 1. Oxygen content is below 19.5%, 2. Concentrations of toxic contaminants are above the permissible exposure limit. An effective means of communication between employees inside a confined space and a stand-by employee, "buddy", wili be p�ovided and used. All equipment described above will be carefully selected for each confined space entry job, as required, based upon each job's needs. Selected equipment will be inspected and/or tested before each use to assure effective operation. V. PERSONNEL REQUIREMENTS Only trained personnel should be utilized for confined space operations. The "buddy system" will be employed whenever an employee is inside a confined space. At least one buddy employee should stand-by outside the space, and have no other duties except to provide assistance in an emergency. At least one other additional employee, who may have other duties, should be within sight or call of the buddy. VI. ENTRY REQUIREMENT A daily Entry Permit will be initiated by the entry work supervisor. This permit (WSDOT form # 750-095) describes the work to be done, time and date, nature of space, inspection, checklist, protective and rescue equipment requirements, tests and results, authorized persons for confined space eritry jobs, and approvals for entry. After all of the applicable pre-entry requirements have been met, and immediately prior to entry, the atmosphere should be tested by a safety representative and the test results recorded on the Entry Permit Form. The Entry Permit will be approved by the safety representative or qualified alternate, and the entry work supervisor prior to entry. A copy of the permit should be retained per WAC 296-62-145 as a record keeping regulation. Required periodic testing results should be recorded on the Entry Permit, which should remain at the work site and be available for inspection by the safety representative and employees involved with the entry work. The completed Entry Permit Form should be filed with the work documentation daily. VII. SPECIAL REQUIREMENTS FOR CONFINED SPACE OPERATIONS If the concentration of flammable or combustibles exceeds 20 percent of the lower explosive limit, entry into a confined space should NOT be made. Advanced Construction, Inc. Page 3 Confined Spaces Program Sources of ignition should be prohibited within the confined space, except when hot work is required. A separate Work Permit (WSHDOT form # 750-086) should be required whenever the use of a flame, arc, or spark,. such as in welding or cutting, is necessary. Whenever oxygen-consuming equipment such as torches are used, or welding is performed, adequate combustion air and local exhaust venting should be provided. When it is necessary to work in a confined space that has a deficiency or excess of oxygen, or if concentrations of toxic vapors are above the permissible limit, the stand-by employees should be equipped with appropriate respiratory protective apparatus, including an independent source of breathing air. This equipment must be available for immediate use. In case of emergency and ONLY after alerting at least one other person outside the space of the emergency with intent to enter, the stand-by employee(s) may enter the confined space to render assistance. There should always be one individual outside the confined space. Periodic testing of air in confined spaces should be performed with sufficient frequency to assure that dangerous air contamination and/or oxygen deficiency (or excess) does not occur during confined space operations. Advanced Construction, Inc. Page 4 Confined Spaces Program CONFINED SPACES PROGRAM CHECKLIST OF CONSIDERATION FOR ENTRY WORKING IN; AND EXISTING CONFINED SPACES Confined areas on this project all areas requiring access by a surface hatch. 1. Permit X 2. Atmospheric Testing X 3. Monitoring O 4. Medical Surveillance O 5. Training of Personnel X 6, Labeling and Posting X 7. Preparation Isolate/IockouUtag O Purge and ventilate O Cieaning processes O Requirements for special Equipment/toois O 8. Procedures - Initial plan X Stand=by O Communications/observation X Rescue X Work X 9. Safety Equipment and Clothing Head protection O Hearing protection O Hand protection O Foot protection O Body protection O Respiratory protection O Safety belts O Life lines, harness O 10. Rescue Equipment X 11. Record Keeping X X - indicates requirement O- indicates determination by qualified person Advanced Construction, Inc. Page 5 Confined Spaces Program CONFINED SPACES PROGRAM SECTION 1 - RESCUE PROCEDURES Duties of the stand-by person are to maintain communications to the workers within fhe confined space, and to summon rescue personnel if necessary. Under no circumstance will the stand-by person enter the confined space until he is relieved and is assured that adequate assistance is present. In the event of a confined space rescue, a supplied-air respirator or a self contained breathing apparatus shall be . used. A person summoned, or one who recognizes the need for rescue, shall summon assistance and await their arrival outside the confined space. Respirators shall be donned by rescue personnel with necessary equipment for removal of the victim(s). SECTION 2 - PERMIT SYSTEM � Entry into a confined space shall be by permit only. The permit is an authorization and approval in writing that specifies the location and type of work to be done and certifies that all existing hazards have been evaluated by the qualified person, and necessary protective measures have been taken to insure the safety of each worker. The supenrisor or a qualified person shall be responsible for securing the permit and both shall sign off when the following areas and actions have been reviewed and confirmed: 1. Location and description of the work to be done. 2. Hazards that may be encountered. 3. Atmospheric Test readings. a. Oxygen level b. Toxic substance levels 4. Personnel training and complete understanding of fhe hazards. 5. Stand-by person(s) as named on the permit. 6. Emergency procedures and location of flrst aid equipment. This permit shall be dated and carry an expiration time that will be valid for one shift only. The permit shalt be updated for each shift with the same requirements. The permit shall be posted in a conspicuous place, close to the entrance, with a copy on file with the employer. The training requirements of personnel entering an/or working in confined spaces shall be suitable for the nature of the hazard and the work to be performed. Advanced Construction,.Inc. Page 6 Confined Spaces Program SECTION 3 - TRAINING The employer shall be responsible for training personnel and for the safety of the entire operation. Personnel who work in the vicinity of confined spaces shall be made aware of the hazards associated with confined spaces during orientation. Personnel who are required to work in a confined space, or in support of those working in a confined space, shall have additional training in the following areas: 1. Emergency entry and exit procedures. 2. Use of applicable respi.rators. 3. First aid. 4. Safety equipment use. 5. Permit system. . Training shall not be considered complete until the supervisor or other employer-designated official, safety or training offcer, judges that the employee has attained an acceptable degree of proficiency for entering and working in confined spaces. The trainee's judgement of the adequacy of his training should be properly considered. SECTION 4- TESTING AND MONITORING Entry into a confined space is prohibited until initial testing of the atmosphere has been done from the outside. Appropriate tests shall be make to insure that the atmosphere is safe. The tests pertormed shall include those for oxygen content and toxic materials. Any necessary additional tests will be selected and performed to the satisfaction of the qualified person. Entry into a confined space for any type of hot work shall be prohibited when tests indicate the concentration of flammable gases in the atmosphere is greater than 10 percent of the lower fiammability limit (LFL). If is necessary to determine the oxygen level (by appropriate testing) prior to measuring the range of flammability to make necessary corrections in the flammabiliry measurement. Monitoring of the atmosphere shall be performed in accordance with the permit. Equipment for continuous monitoring of gases and vapors shall be explosion proof and equipped with an audible alarm or danger signaling device that wiil alert employees when a hazardous condition develops. Instruments used for testing the atmosphere in a confined space shall be selected for their functionai ability to measure hazardous concentrations. Instruments shall be calibrated in accordance with the manufacturer's guidelines or manuals. Each calibration shall be recorded, filed by the employer, and be available for inspection one year after the last calibration date. When the contaminants in the atmosphere cannot be kept within permissible exposure levels as set down in WAC 296-62-145, then the employee shall wear an approved respirator. SECTION 5- LABELING AND POSTING 1. All waming signs shall be printed both in English and in the predominant language of non-English reading workers. Where established symbols exist, they shall also be used. Workers unable to read labels and posted signs shall receive information regarding hazardous areas and shall be informed of the instructions printed on the signs. Advanced Construction, Inc. Page 7 Confined Spaces Program 2. All entrances to any confined space shall be posted. Signs shall include, but not necessarily be limited to, the following information: DANGER CONFINED ENTRY BY PERMIT ONLY 3. When a specific work practice is performed or specific safety equipment is necessary, the following statement shall be added, in large letters, to the warning sign: RESPIRATOR REQUIRED FOR ENTRY HOT WORK PERMITTED (or) NO HOT WORK 4. Emergency procedures, including phone numbers of fire department and emergency medical services shall be posted at the telephone from which help would be summoned. SECTION 6- SAFETY EQUIPMENT AND CLOTHING The entry permit will include a list of necessary protective equipment to be used in the confined space as determined by the qualified person. The employer shall be responsible for the proper use of the safety equipment. Those items normally used to protect against traumatic injury include: safety glasses, hard hats, footwear, and protective clothing. 1. Eye and Face Protection - For persons who wear corrective spectacles, either prescription ground safety glasses or plano-goggles shail be provided. Additionally, if eye-irritating chemicals, vapors, or dusts are present, safety goggles shall be required, and if both the face and eyes are exposed to a hazard, as during scrapping scale or cutting rivets, a full coverage face shield with goggles shall be used. During welding operations the special goggles or shields required shall be used 2. Head Protection - Hard hats shall worn 3. Foot Protection - All foot protection shall meet or exceed WISHA and OSHA requirements and shall provide, in addition to protection from falling objects, protection from any other hazard identified by the qualified person. 4. Body Protection - Ail personnel entering a confined space shall wear full coverage work ciothing as specified by the qualified person. If the hazards of heat or cold stress exist in the confined space, clothing to provide protection from over-exposure to these hazards shall be worn. Other body protection required in specific operations such as welding (flame proofl shall be provided to insure worker safety. 5. Hearing Protection - Hearing protection shall be required when engineering technology is insufficient to control the noise level, and ambient exposure limit exceeds allowable limits. � 6. Respiratory Protection - Respiratory protection shall be determined by the qualified person based upon conditions and test results of the confined space, and the work activity to be pertormed. The respirators used shall comply with the Respirator Program. 7. Additional Safety Equipment - Additional safety equipment may be necessary to protect the worker in ttie environment of a confined space and may be required as the qualified person determines. Advanced Construction, Inc. Page 8 Confined Spaces Program SECTION 7 - WORK PRACTICE � Before entering a confined space, employees shall review the specific guidelines appropriate for safe entry and emergency exit. These guidelines or standards shall be compiled by the qualified person and be definitive on all the possible hazards. Areas covered by such guidelines shall follow the recommended,standard. 1. Equipment and Tools Equipment and tools to be used in a confined space shall be carefully inspected and shall meet the following requirernents: a. Hand tools shall be kept clean and in good repair. b. Portable electric tools, equipment, and lighting shall be equipped with a ground fault circuit interrupter. All grounds shall be checked before electrical equipment is used in a confined space. c. All electrical cords, tools, and equipment shall be of heavy-duty rype with heavy-dury insulation and shall be inspected for visually detectable defects before use in a confined space. d. Ladders shall be adequately secured, or of a permanent type which provides the same degree of safery as cited in WISHA regulations. e. Scaffolding and staging shall be properly designed to carry maximum expected load (safety factor of 4), be equipped with traction type planking. f. Electrical lines, junctions, and appurtenances will be in accordance with National Electrical Code (NEC). 2. Record Keeping The employer shell maintain a written record of training including safety drills, inspections, tests, and maintenance. The records shall be retained for one year after the last date of training, inspection, test, or maintenance. In the event of separation of the employee, disposal of equipment or appliance, records may be disposed after one year. Where atmospheric testing indicates the presence of a toxic substance, records shall be maintained in accordance with the existing Federal regulation(s). These records shall include the dates and times of measurements, duties, and location of the employees within the confined space, sampling and analytical methods used, number, duration, and results of the samples taken, PEL concentrations estimated from these samples, type of personal protective equipment use, if any, and employees' names. These records shall be made available to the designated representatives of the Secretary of Labor, of the Secretary of Health, Education, and Welfare, of the employer, and of the employee or former employer. SECTION 8 - TRAINING GUIDELINES 1. Qualifications of Training Personnel It is essential that the person in charge of training know the relevant aspects of safety as they relate to confined spaces. The instructor(s) must have a thorough working knowledge of the following: a. Type(s) of confined spaces associated with the industrial activity b. Hazards involved 1. Chemical 2. Physical Advanced Construction, Inc. Page 9 Confined Spaces Program c. Work practices and techniques. d. Testing requirements, PEL's, etc. e. Safety Equipment 1. Respirators 2. Clothing 3. Other protection (shields, helmets, etc.) f. Rescue procedures g. Knowledge of applicable Federal, State, and local regulations h. Evaluation and test methods 2. Training Methods a. Orientation of all new employees. b. The trainee must have a basic understanding of the operation and hazards involved. On-the job instruction should include observation and closely supervised participation in actual work practices or simulated conditions. c. Retraining - This should be performed periodically and as frequently as needed. Retraining should also be considered necessary if a supervisor notices a weakness in employee pertormance. 3. 'Training Evaluation The effectiveness of the training program can be determined by observation of the empioyee by the qualified person to see if safe work practices are being followed. The employer is responsible for ensuring that each employee is adequately trained and given refresher courses in assigned duties, and that the employee understands and applies safe work practices, as foliows: a. Buddy system and use of a stand-by person. b. Communication systems. c. Rescue procedures. All employees working in or around a confined space should be fully trained in emergency entry and exit procedures. d. Permit system used by employer. Information covered on the permit should include: purpose of the permit; location where permit will be posted; responsible person; emergency information; and hazards to be encountered. e. Documentation of training. Satisfactory completion of this safety fraining, and refresher courses, should be entered into the employee's permanent record. MEETING MINUTES: Advanced Construction, Inc. Page 10 Confined Spaces Program Submiffal TransmifEal 8 Response &6ad'ed� aieqs:9F�.lfot:City�ok'.Renfon-;dso:on ly CON?TYlJCT10N INC, Submittal Number: 012 DATE: 01/24/2011 (Confrecfor. eecAsubmltlel trensmfttal w711 have a consecu0ve numberbegfnning with "1'. Resubm/ftals wlll be identified with R1, R2, efc.) Note: One /orm shall be filled out lor each submittel item. The oNy excepl/on will be Ilmulliple Items /rom the same suppllerare subm/tfed es a peckage lorthe same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES No. : WWP-27-3536 Contractor: ADVANCED CONSTRUCTION, INC. Fed Ald #: NA The Contractor submits the following noted attachments to Owner's for revlew and response: Item (or Spec Sec #, DESCRIPTION Owners # If no bld #) Responsa. 1 1-08.0 1 Traffic Conlrol Plan. ❑ Re-submittal ❑ upplemental Submittal Submitted by: AJ SMITH, ProJect Managar 425�93-1826 Slgnature Printed Name 8 Title Phone # The Owner has revlewed lhe ebove noted documen(s and responded es noted above, under'Owner's Response". � Key: NE = NO EXCEPTIONS TAKEN � MC = MAKE CORRECTIONS NOTED: No resubmittat required, but correclions noted are required SI = SUBMIT SPECIFIED ITEM: Resuhmittal requlred — reJected, sae comments below RR = REVISE AND RESUBMIT: Resubmltlai required — rejected, sae comments below RJ = REJECTED — see comments balow . Note: Revlew Is only for confortnenca wlth the general deslpn wncept of tha ProJeU end does not exlend to cansitlerallon of etruclurel Inleptlty, sefely, detelled compllence wlth Contracl reqWremenls end eny other o611gallon of the Coniractoc Any aclion shown Is subJed to the roqulremenla of tha conatmctlon Contrecl. Contredor Is rasponsible lar conflrtning end correlaling all dlmenslons; febrkaling and conetruqlon teehnlques; coordinelin9 ila vrork with Ihal of all olher lredea; and lhe eatlsfeaory performance of its anUre work In stdcl accordance wlth Ihe conatrucllon ContracL Tha ravlew la underteken aolely lo salisty Ownefa ohlipellonn end does not relleve Contractor from Its obligatlon lully to peAortn ell Contrect nqulrements, nor ehell such revlew glve dse lo eny dght of eGlon or eull In favor oF ContraGor or Ihlyd pereons, egalnst lhe Owner. Comments or acllons may nol be wmplate, once non-compllance Is documenled, the ravlew may 6e dlscontlnued and lhe submillal raJectad. Ownar's Comments and Sign-oft: C (key lo ... . . � .. ... . . . . . . . . . . ., . . ... . . . , .. .�� . . , . .. . ��._. � � .. . .. .... .. . ..:. ebove -: .' � _. _ �. . • �. �, . �. . Comment � . ... . . : . . .. .. . . . . . . . .. . ... ..- _. .... . ..., , . ......... .. .. . , _. ... . ., . . . . . ... ! ..1: _ .. , ; , I,. , iignature - 'PdntedNameBTitle' � Date � ❑ See Attached Owners Comments ❑ See Mark-Up of Submittal Documents ❑ Sea Other Attachmenls 1of1 1 � r � . � i;� i I I,'I``' F I e:: i.:'. �-�I.,., - ' 1 I i-.j.,�'.:i..._:'I.,_::i : i :�� I� � .Ii.:'1:' f : ,r�.: . ; � I i '.�.i��'�..,„i I 'I SIGN 9PACING � X (7) Rl1MLR011�S �6165MVH 600't RURAL ROA08 6 URBAN AR7ERULS 95 / 10 MPH S5V 3 RURAL NOMS 611RBAN ARTERUL6 Y6l ]0 MPH 1W't (P) pESIDENTAL 8 BU3INESS OISIftEICTB URBPN 57REEfS 25 MPH OR LE55 700' S(�) �p ALL SPACINO MAV BE I1DJU6TED TO ACCAMMOOATE INTERCHANOE RAMP6, ATI3MOE INTERSECT10N5 AND ORIVEWAVS. (Y) THIS 6PACINO MAV BE REDUCE� IN URBAN ARFi15 TO FlT � � ROADWAY CONDI710N8. ��' 1 I � .� .. !I � - I f�> `'� � ;,.I� �� i I l� ¢'I � CHANNELIZATION DEVICE . � , " �� SPACING (aet ; �: 1, � I . MPH TMER TANdENT � i._T T._I .f.r-r1_ so�sa �a eo F : ;,; I' , i ; asr�s �a eo I Y i 2sreo �o �o ,:. i �.._,: . ; � ��, I � � -, � 1,.. ,� , ��..� � ,.... _._ _... _... _ � F..� �..:. � � � !`-..,�,— — .. — ' — � -- —' . . — "-.. — ' -- — ' — — . ._... — —' — � -- ' — � �— — �— ,: �.> r.u.a�...:.:.��. -... . .... . ...� ��,� . ... . . _ . --- --".. . _ _ .. ..'—'_.---- -- � • I � . .I � ' � t . .,I I � II t "I� � � 'I' �'I' `'i� GONSTRUCTION INC. www.AdvancedConstructlonlnc.net Advanced Construction, Inc. 4640 Campus PI.- Suite 150 Mukilteo, Washington 98275 � � �,.. I � ; r, ;� La.. '1„"�a1�t.,':1r, � � --- .. d I ' ' ; -- ' ,' ,,� . .,_:,: i _ .:,�..�,. �,,:�,�,, . -,�: � �- i I � -- ,. - � � �� ' � I;:.; _ , „ I a'�', �«a.,�� , � � � � � I . � . - � w� �,u, � � � ' - - - � - ' � _ - \- �' i ' ' I � � � '� - - -' �` - � _ - _ �. � L � _ T�I� ,- __ . _ , . .. � __� ' , � � , :� : , , . � , � I� T ' - -- ; - w � I ,.�;--� � i- I ;.-,.._� — _ -�- ��'�ir:r��t.iir�rr� i �I�;____ �,. �i � ' 'r , � -- �-- - - � ' = o � � •� " • - _ _ _ - --- - - ' � i i �. I i � `' �� _ ` � � , _ ,- _ � �,f i � I / � _ . _--i - �I � ti � i r / �. TI . . ' � . _ I _ _ _ _ " - I � 4 I / _ � � � .� .{: Y.` . �;� -J . . . — , . . ' •�• I� . � ��,� . . �� .. � : , — —1� - — � � Ja � � I -e -, . ., � _r �-'--',_ . � ._. _. . ."_ '- I„ r41��", �� -�Dt31 . �° � ��` _�% / . � :i ._..�., I-7s - �, - ---�-- ------ ,_ ---- - - � � ' � , .. � ' �� . . � ,. �,�.� �onrl SHo��,o� ly(u+M�- '(�w� , , , � : .. � �� ' \ R � ,�uns G��s� . ., c "�, � s r . - � '� ' , i I, �� :M��.�` r ° #, _- ;;.. , � ;. i.:__,,, , ,o � , ;, : ; , �' � , I i •- .. , . . . , .. . � w�YI WZI'S U!.(I";0� � �' . � ui+*rrowem�ew � � iv,.sr�nor' .. `I . ):. � h;� . � � � � � `� '' � 6 c�dc. � � ____ __ __.- --— -- _.. _ : �-_ -r7P� :: ; � ; ..i. . .�, ,r..,�. ,. . ., _._. ._.. —. ._ -- ...._ .._ ._ , .� � I -' :'`' � gQa� � �; � .. � � '"7O u+ � CITY OF WESNIUPGflADETATION � I - — � rt� RENTbN � �.� �„�, �� c�'IC. Cv�l-r�Ut, � "' ��.�.�a�, ft�. „n �+• ^evuw' .. w,e ,,..a d .�. �. COh16T�UCTION Ih1�, Submittai Number: 009 (Contractor.• each submittal transmittal will have a consecutive number beginning with °1 ". Resubmittals will be identifred wifh R1, R2, etc.) Note: One form shall be filled out for each submi(tal item. The only exception wiU be if multiple items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. DATE: 01 /24/2011 No.: VWUP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # ` = " item (or Spec Sec #, DESCRIPTION Owner's ; # if no bid # Response , Weighed wage rates for ail employee classifications anticipated to , ,: 1 1-08.011�__ be used on pro1ect. ❑ Re-submittal Supplemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature M1 Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compiiance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating arid construction techniques; coordinating its work with that of ali other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shail such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. _ _. Si nature.;: : ' ` Rrinted Name & Title :;;: ; : :' ` Date ❑ See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments � Submittal Transmittal � Response 1 of 1 Owner's Comments and Sign-off: A _ _ . � . �ONST�IXTIOM IMC, Submittal Transm6ttal & l�esponse --- _ __ Shaded areas are for Gity of Renton use onl�� Submittal Number: 013 DATE: 01/24/2011 (Contractor. each submrftal transmittal will have a consecutive number beginning with "1 ". Resubmittals wili be identified with Rl, R2, etc.J IVote: One form shal! be filled out for each submittal item. The only exception wi11 be if multiple items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESNIEW L1FT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. tVo.: WWP-27-3536 l�:l�L:��I_1 The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response __1 __ _ 1_Q8.0 f l� _Temporary Water Pollution/Erosion Control Plan. �fC_ __ ❑ Re-submittal ❑ Sup lemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Re�iew is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirtning and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: � (key to Si B Comment ; J� .,,� 1�� ,�� Printed Name & Title c, -- �. — Da[e See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See �ther Attachments 1 of 1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN CITY OF RENTON. _ WESNIEW LIFT STATION UPGRADES MONTEREY AVENUE NE RENTON, WASHINGTON 98056 SITE DESCRIPTION: The construction of the Westview Lift Station Upgrades project includes demolition of inechanical equipment (pumps, valves, piping and appurtenances) in the existing below-grade wet well, and demolition of yard piping, sidewalk and pavement. The work also consists of a new below-grade valve vault, mechanical equipment (pumps, valves, piping and appurtenances), yard piping, sidewalk/driveway, cable trench, wet well lining, pavement restoration, bypass pumping and electrical routing and connections to the existing control panel. We will address sediment control measures necessary to prevent construction debris and materials from entering the water ways. All mulch, seed, straw, etc should be noxious weed free, see specifications and pfans. While every effort will be made to include the requirements of all governing entities into this plan, changes or addendum's may need to be submitted as site conditions change. In this plan we will give a general description of the BMP's we plan to use. Onsite modification of these BMP's may be necessary depending on site conditions. PLANNING AND RECOGNITION This construction project has one site where there is a potential for sedimentation and or erosion to enter the existing water ways. Site : WESNIEW LIFT STATION UPGRADES MONTEREY AVE NE RENTON, WASHINGTON 98056 SITE The construction activities, which will result in creating poteniial sediments and or erosion at this location, are: 1) The construction of the Westview Lift Station Upgrades The plan to prevent erosion and sediments from entering the existing water ways at this location is: 1) Install, inspect, and maintain the BMP's at all areas were runoff of disturbed soil could enter water ways. 2) Cleanup daily all debris and remove from Site. 3) Washout Concrete Trucks into Eco-Pans 4) All mulch, seed, straw, etc should be noxious weed free, see plans and specifications. B.M.P. MAINTENANCE AND INSPECTION Maintenance: 1) BMP's shall be maintained for the life of the project or until removed by order of the Engineer. 2) BMP's shall be maintained during all suspensions of work and all non-work periods. 3) BMP's shall be maintained and repaired as needed to assure continued performance of their intended function. � 4) Sediments removed during BMP maintenance shall be handled as prescribed for construction debris. BMP Inspection: 1) At a minimum, inspect all TESC BMPs: a. Weekly and after any measurable rain event (0.5 inch or greater) between April 15� and September 315t b. Daily and after any measurable rain event (0.5 inch or greater) between October 1St and March 315t 2) Deficiencies identified during the inspection shall be corrected within 24 hours or as directed by the Engineer. ' 3) Note repairs or improvements needed, if any, and notify CESCL or site project superintendent to implement improvements. 4) Observe runoff leaving the site during storms, checking for turbid water. 5) Implement additional BMP's, if needed, to address site-specific erosion control. 6) Inspect streets surrounding site for dirt tracking 7) Inspect for dust during dry periods. Recordkeeping 1) Reports summarizing the scope of inspections, the personnel conducting the inspection, the date(s) of the inspection, major observations relating to the implementation of the plan, and actions taken as a result of these inspections shall be prepared and retained as a part of the plan. 2) All inspection reports shall be kept on-site during the life of the project and available for review upon request by fhe Engineer. 3 Emergency Response The Contractor's empioyee responsibie for, or first noticing, the discharges shall take appropriate immediate action to protect the work area, private property, and the environment (e.g., diking to prevent pollution of state waters). Appropriate action includes but is not limited to the following: 1) Hazard Assessment — assess the source, extent, and quantity of the discharge. 2) Securement and Personal Protection — If the discharge cannot be safely and effectively controlled, then immediately notify the CESCL and the Engineer. If the discharge can be safely and effectively controlled, proceed immediately with action to protect the work area, private property, and the environment. 3) Containment and Elimination of Source- Contain the discharge with sand bags downslope from the affected area. Eliminate the source of the discharge by pumping turbid water to a water tight container and remove from project site. In conclusion, this Temporary Erosion and Sediment Control Plan is a working plan and will be modified as necessary in order to ensure that no construction debris and or sedimentation is allowed into the existing drainage system. 4 ��6� � 0�91 � � ! � Project Location Map Page 7 Vicinity Map Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ��'E�T�I�E��'t ��'T ��A�I�N tJP��I�E 5 Al'1'A�Hil��Ni B Specified TESC Measures View Looking Upstream NOTE: Key stone into channel banks and extend it beyond the abutments a minimum of 18" (0.5m) to prevent flow around dam. Section A - A FLO W � � A 1 s'� (o.5m) �� 12" (150mm) n A,�°�i,,//�% 24" (0.6m) � �pacing Beiw�een ChecEc Dams 'L' = fhe distance such that points 'A' and 'B' are of equal elevation. ' �, g o � ��y.° POINT'A, ��. /i � � . ��,_i� POINT'B' NOT TO SCALE Figure 4.13 — Check Dams February 2005 Volume ll — Construction Stormwater Po(lufion Prevention 4-77 BMP C208: Triangular Si[t Dike (Geotexti(e-Encased Check Dam) Pu�pose � Triangular silt dikes may be used as check dams, for perimeter protectiou, . for temporary soil stockpile protection, for dzop inlet protection, or as a temporary interceptor dike. Co�zditio�zs of use .�iCSIgF1 ld721� It2stallatio�z Specificatio�zs Mainfenance Standards May be used in place of straw bales for temporary check dams in ditches of any dimension. •�May be used on soil or pavement with adhesive or staples. • TSDs have been used to build temporary: 1. sediment ponds; 2. diversion ditches; 3. concrete wash out facilities; 4. curbi�g; 5. water bars; 6. level spreaders; and, 7. bex�ns. Made of urethane foam sewn into a woven geosynthetic iabric. It is triangular, 10 inches to 14 inches high in the center, with a 20-inch to 28-inch base. A 2—foot apron extends beyond both sides of the tria.ngle along its standard section of 7 feet. A sleeve at one end allows attachment of additional sections as needed. � Install witll ends curved up to preveilt water from flowing around the ends. • The fabric flaps and� check dam units are attached to the ground with wire staples. Wire staples should Ue No. 11 gauge wire and should be 200 inm to 300 mm in length. . • When multiple units are installed, the sleeve of fabric at the end of the unit shall overlap the abutting unit and be stapled. • Check dams should be located and installed as soon as construction will allow. • Check dams should be placed perpendicular to the flow of water. • When used as check dams, the leading edge must be secured with rocks, sandbags, or a small key slot and staples. e In the case of grass-lined ditches and swales, check dams and accumulated sediment shall be removed when the grass has matured sufficiently to protect the ditch or swale unless t11e slope of the swale is greater than 4 percerit. The area beneath the check dams shall be seeded and mulched immediately after dam removal. • Triangular silt dams shall be monitored for performance and sediment accumulation during and after each runoff producing rainfall. � 4-78 Volume !! — Construction Stormwafer Pollution Prevention February 2005 Sediment shall be removed when it reaches one half the height of the dam. • Anticipate submergence and deposition above the triangular silt dam and erosion from high flows around the edges of the dam. Immediately repair any damage or any undercutting of the dam. February 2005 Volume 11— Construction Sformwater�ollution Prevention 4-79 BMP C209: Outlet Protecfion Pu�Pose �Outlet protection prevents scour at conveya�e outlets and minimizes the potential for downstream erosion by reducing the velocity of concentrated stormwater flows. Conditions of use Outlet protection is required at the outlets of all ponds, pipes, ditches, or other conveyances, aiid where ru.noff is conveyed to a natural or manmade draivage feature such as a stream, wetland,lake, or ditch. Desig�2 a�ad bastallatio�z Specifications • :� The receiving channel at the outlet of a culvert shall be protected from erosion by rock lining a miuimum of 6 feet downstream and extending up the channel sides a minimum of 1—foot above the maximum tailwater elevation or 1-foot above the crown, whicliever is higher. . For large pipes (more than 18 inches in diameter), the outlet protection lining of the chanuel is leilgthened to four tiines the dianleter of the culvert. � Standard wingwalls, and tapered ontlets and paved cbannels should also be considered wl�en appropriate for permanent culvert outlet protection. (See WSDOT Hydraulic Manual, available through WSDOT Engineering Publications). • Organic or synflletic erosion blankets, «ith or without vegetation, are usually�more effective than rock, cheaper, and easier to install. Materials can be chosen using manufacturer product specifications. ASTM test results are available for most products and the designer can � choose the coi-rect nlaterial for the expected flow. � • With low flows, vegetation (includulg sod) can be effective. • The following guidelines shall be used for riprap outlet protection: l. If the discharge velocity at t�e outlet is less than 5 fps (pipe slope less ihan l. percent), use 2-inch to 8-inch riprap. Minimum thickuess is 1-foot. 2. For 5 to 10 fps discharge velocity at the outlet (pipe slope less than 3 percent), use 24-inch to 4-foot riprap. Minimum thickness is 2 feet. 3. For outlets at the base of steep slope pipes (pipe slope gxeater than 10 percent), an engineered energy dissipater shall be used. • Filter fabric or erosion control blankets should always be used under riprap to prevent scour and channel erosion. � New pipe outfalls can provide an oppartunity for low-cost fish habitat improvements. For example, an alcove of low-velocity water cau be created by constructing the pipe outfall and associated energy dissipater back fiom the stream edge and digging a channel, over- widened to the upstream side, from the outfall. Overwintering juvenile and migrating adult salmonids may use the alcove as shelter during Volume ll — Construcfion Sformwater Pollution Prevent�'on February 2005 high flows. Bank stabilization, bioengi.neering, and habitat features may be required for disturbed areas. See Volume V for more information on outfall system design. Maintenance .�pect and repair as needed. Standards • Add rock as needed to maintain the intended function. • Clean energy dissipater if sediment builds up. February 2005 Volume ll — Construction Sformwafer Pollution Prevention � • 4-81 BMP C220: Storm Drain (nlet Protection Pu�pose To prevent coarse sediment from entering drainage sXstems prior to permanent stabilization of the disturbed area. �. C032CIItZ012S Of USG Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Protection should be provided for all storm drain inlets downslope and within 500 feet of a disturbed or . construction area, unless the runoff that enters the catch basin will be conveyed to a sediment pond or trap. Inlet protection may be used anywhere to protect tlle drainage system. It is likely that the drainage system will still require cleaning. Table 4.91ists several options for inlet pro#ection. All of tlie methods for stoim draiu inlet protection are prone to plugging and require a high frequency of maintenance. Drainage areas should Ue limited to 1 acre or less. Emergency overflows may be required where stormwater ponding would cause a hazard. If an emergency overflow is provided, additionai end-of-pipe treatment may be required. Table 4.9 Storm Drain lnlet Protetion Applicable for Type of Inlet Emergency Paved/ Earthen Protecfion Overflow Surfaces Conditions of Use Dro Inlet Protection Excavated drop uzlet Yes, Eartlzeu Applicable for heavy flows. Easy protection temporary to maintain. Large area flooding will Requireinent: 30' X 30'/acre occur Block and gravel drop Yes Paved or Earthen Applicable for heavy concentrated inlet protection flows. Will not pond. Gravel and wire drop No Applicable for heavy concentratecl . inlet protection flows. Will pond. Can withstand traffic. Catch basin filters Yes Paved or Earthen Frequent maintenance required. Curb Inlet Protection Curb inlet protection Small capacity Paved Used for sturdy, more compact with a wooden weu overflow installation. Block and gravel curb Yes Paved Sturdy, but limited filtration. inlet protection Culvert Inlet Protection � Culvert i_nlet sediment 18 month egpected life. tra 4=82 � Volume ll — Construcfion Sformwater Pollution Prevention February 2005 Design and Installatiorz Specificafions Excavated Drop Inlet Protection - An excavated impoundment around the storm drain. Sediment settles out of t11e stormwater prior to entering the storm drain. � • Depth 1-2 ft as measured from the crest of the inlet structure. • Side Slopes of excavation no steeper than 2:1. • Minimum volume of excavation 35 cubic yards. , • Shape basin to fit site with longest dimension oriented toward the longest inflow area. • Install provisions for drainulg to prevent standing water problems. • Clear the area of all debris. , • Grade the approach to the inlet uniformly. • Drill weep holes into the side of the inlet. • Protect weep holes with screen wire and washed aggregate. • Seal weep holes when removing structure and stabiliziug area. • It may be necessary to build a temporary dike to the down slope side 'of the structure to prevent bypass flow. Block and Gravel Filter - A barrier formed around the storm drain inlet with standard concrete blocks and gravel. See Figure 4.14. • Height 1 to 2 feet aUove inlet. � Recess tlle first ro�� 2 inches into the grouild for stability. • Support subsequent courses by placing a 2x4 through the block opening. • Do not use mortar. • Lay some blocks in the bottom row on their side for dewatering the pool. • Place hardware cloth or comparable wire mesh with'/�-inch openings over all block openings. • Place gravel just below the top of blocks on slopes of 2:1 or flatter. • An altemative design is a gravel donut. • Inlet slope of 3:1. • Oiitlet slope of 2:1. • 1-foot wide level stone area between the structure and the inlet. • Inlet slope stones 3 inches in diameter or larger. • Outlet slope use gravel'/z- to 3/a-inch at a minimum thickness of 1-foot. February 2005 . Volume 11— Construction Stormwater Pollution Prevention 4-83 Rlan View �raln Grate Concrete Block Gravel Backfill �/ Q� h\��o ��it�n A - A Gravel Backfill � pverflow � Water �� II�I�Water Concrete Block Wire Screen or � /— Filter Fabric Drop Inlet Pondfng Height Notes: 1. Drop inlet sediment barriers ara to be used for small, nearly level drainage areas. (less than 5%) 2. Excavate a basin of sufficlent size adjacent to the drop fnlet. 3. The top of the structure (ponding height) must be well below the ground elevafion downslope to prevent runoff from bypassing the inlet. A temporary dike may be necessary on the dowslope side of the stcucture. Figure 4.14 — Block and Gravel Filter (Jrave! and Wire Mesh Filter - A gravel barrier placed over the top of the inle� This structure does not provide an overflow. • Hardware clath or comparable wire mesh with'/z-inch openings. • Coarse aggregate. • Height 1-foot or more, I8 inches wider t11an inlet on all sides. • Place wire mesh over the drop inlet so that the wire extends a minimum of 1-foot beyond.each side of the inlet structure. • If more than one strip of inesh is necessary, overlap the strips. •- Place coarse aggregate over the wire mesh. • The depth of the gravel should be at least 12 inches over the entire inlet opening and exfend at least 18 inches on all sides. 4-84 Volume ll — Construcfion Sformwater Pollufion Prevention February. 2005 Catchbasin F'ilters - Inserts should be designed by the manufacturer for use at construction sites. The limited sediment storage capacity increases tl7e amount of inspection and maintenance required, which may be daily for heavy sediment loads. The maintenance requirements can be reduced by comUining a catchbasin filter with another type of inlet protection. This type of inlet protection provides flow bypass without overflow and therefore may be a better method for inlets located along active rights-of- waY• . • 5 cubic feet of storage. � • Dewatering provisions. • High-flow bypass that wi11 not clog under normal use at a construction site. •'The catchbasin filter is inserted in the catchbasin just below the grating. Curb Inlet Protection with Wooden Weir — Banier formed around a curb inlet with a wooden frame and gravel. • Wire mesh with'/z-inch openings. • Extra strength filter cloth. • Constnict a frame. • Attach the wire and filter fabric to the fiaine. • Pile coarse washed ag�•egate against wire/fabric. • Place weight on frame anchors. � Block a»d G��avel Curb b�let Protection — Banier fonned around an inlet with concrete blocks arid gravel. See Figure 4.14. • Wire mesh with Yz-incb opeiungs. • Place two concrete blocks on their sides abutting the curb at either side . of the inlet opening. These are spacer blocks. • Place a 2x4 stud through the outer holes of each spacer block to align the front blocks. • Place blocks on their sides across the front of the inlet and abutting the spacer blocks. � • Place wire mesh over the outside vertical face. • Pile coarse aggregate against the wire to the top of the barrier. Curb and Gutter Sediinent Barrier — Sa.ndbag or rock berm (riprap and ag.gregate) 3 feet high and 3 feet wide in a ho�`seshoe shape. See Figure 4.16. • Construct a horseshoe shaped berm, faced with coarse aggregate if using riprap, 3. feet high and 3 feet wide, at least 2 feet from the inlet. • Construct a horsesh�oe shaped sedimentation trap on the outside of the berm sized to sediment trap standards for protecting a culvert inlet. February 2005 Volume 11— Construction Sformwater Po(lution Prevenfion 4-85 Mainfena�zce • Catcli basin filters should be inspected frequently, especially after Standards storm events. �f the insert becomes clogged, it should be cleaned or replaced. . . " • For systems using stone filters: Lf the stone filter becomes clogged with sediment, the stones must be. pulled away from the inlet and cleaned or replaced. Since cleaning of gravel at a construction site � may be dif�cult, an altei-native a�proach would be to use the clogged stone as�fill and put fresh stone around the inlet. • Do not wash sediment iuto storm drains while cleaning. Spread all excavated material evenly over the sunounding land area or stockpile and stabilize as appropriate. 4-86 Volume !! — Construcfion Stormwater Pollution Prevention February 2005 Plan View Back of Sidewalk A Back of Curb Wire Screen Filter Fabric �ection A — /y 3�4'DrainGravel (20mm) — '/," Drain Gravel � (20mm) Curb Inlet � �— Ponding Helght (100x50 Timber Stud) Catch Basin 2x4 Wood Stud Concrete Block Concrete Block N OTES: � _ 1. Use block and gravei type sediment barr(er.when curb fnlet is located in genUy sfoping street segment, , where water can pond and allow sediment to separate from runoff. 2. Barrier shall aliow for overfiow from severe storm evenk 3: Inspect barriers and remove sedlment after each storm event. Sedimerrt and gravel must be removed from the traveled way immediately. Figure 4.15 — Biock and Gravei Curb In(et Protection February 2005 Volume ll — Consfruction .Stormwater Pollufron Prevention 4-87 Plan View Back of Sidewalk �.....�. o....:.. NOTES: 1. Place curb type sedi.ment barriers on gently sloping street segrnents, t�vhere water can pond and allow sediment to sepazate from runoff. • 2. Sandbags of either burlap or woven 'geotextile' fabric, are filled with gravel, layered and packed tightly. 3. Leave a one sandbag gap in the top row to provide a spillway for overflow. 4. Inspect barriers and remove sediment after each storm event. Sediment and gravel must be removed from the traveled way immediately. Figure 4.16 — Curb and Gutfer Barrier 4-88 Volume !! — Consfruction Stormwater Pollufion Prevention February 2005 BMP C230: Straw Bale Barrier Purpose To decrease the velocity of sheet flows and intercept and detain small amounts of sediment from disturbed areas of limited extent, preventing sediment from leaviug the site. See Figure 4.17 for details on straw bale barriers. Conditio�z,s. of Use Below disturbed areas subject to sheet and rill erosion. Desig�z mid Iiistallation Specifications • Straw bales are among the most used and least effective SMPs. The best use of a straw bale is hand spread on the site. • Where the size of the drainage aaea is no greater than 1/4 acre per 100 feet of barrier length; the maxunum slope length behind the barrier is 100 feet; aud the maximum slope gradient behind the barriez is 2:1. • Where effectiveness is required for less than tlu�ee months. • Under no circumstances should straw bale barriers be constructed in streams, channels, or ditches. • Straw bale barriers should not be used where rock or hard surfaces prevent tlie full and uniform anchoring of the Uarrier. Bales shall be placed in a single row, lengthwise on the contour, with ends of adjacent bales tightly abutting one another. All bales shall be either wire-bound or string-tied. Straw bales shall be iiistalled so�that bindings are oriented around d1e sides rather than along the tops and bottoms of the bales in order to prevent deterioration of the bindings. • The bamer shall be entrenched and backfilled. A trench shall be excavated flle width of a bale a�ld tlie length of the proposed barrier to a minimum depth of 4 inches. Tlie trench must be deep enough to remove all grass and other material tvat might allow underflow. After the bales are staked a�d chiuked (filled by wedging), the excavated soil shall be backfilled agaiust the barrier. Backfill soil shall conform to the ground level on the downhill side and shall be built up to 4 inches against flie uphill side of the barrier. • Each bale shall be securely anchored by at least two stakes or re-bars driven through the bale. The first sfake in each bale shall be driven towarcl the previously laid bale to force the bales together. Stakes or • re-bars shall be driven deep enough into the ground to securely anchor the bales. Stakes should not extend above the bales but instead shou.ld be ciiiven in flush with the top of the bale for safety reasons. • The gaps between the bales shall be chinked (filled by wedging) with straw to prevent water fi�om escaping between the bales. Loose st�aw scattered over the area immediately uphill from a straw bale barrier tends to increase barrier efficiency. Wedging must be done carefully in order not to separate the bales. February 2005 Volume II — Construction Stormwater Pollution Prevenfion 4-8g Maintenance • Straw bale barriers shall be i.nspected immediately after each nvsoff- Standards producing rainfall and at least da.ily during prolonged rainfall. • Close attention shall be paid to the repair of damaged bales, end runs, and undercutting beneath bales. • Necessary repairs to barriers or replacement of Ua1es shall be accomplished promptly. . • Sediment deposits should be removed after each runoff-producing rainfall. They must be removed when the level of deposition reaches approximately one-half the height of the barrier. • Any sediment deposits remauung in place after the sfra� bale barrier is no longer required shall be dressed to conform to the existing grade, prepared and seeded. • Straw bales used as a temporary siraw bale ban-ier shall be removed after project completion and stabilization to prevent sprouting of unwanted vegetation. . 4-90 Volume 11— Construction Stormwater Pollution Prevenfion February 2005 Section A - A 0 NOTES: ' 1. The straw bales shall be placed on slope contour. 2. Bales to ba placed in a row with the cnds tighfly abuttin�. 3. Key in bales to prevent erosion or flow under bales. �� Figure 4.17 Straw Bale Barrier February 2005 Volume ll — Consfruction Stormwafer Pollution Prevention 4-99 'J Angle Stake Toward Prevlous Bale to �BCtlOi1 B- B A� Pravfde Tight Fit ` Wooden Stake or Rebar Driven Through Bale. �iali ��,\ �° / �i BMP C23'I: Brush Barrier Pu3pose The purpos.e of brush barriers is to reduce the transport of coarse sediment � from a construction site by providing a temporary physical batzier to . sediment and reducing the runoff velocities of overland flow. Co�iditio�is of Use Desigfi and Installatiorz Speci.ficatioras • Brush barriers may be used downslope of all disturbed areas of less than one-quarter acre. • Bnzsh barriers are not intended to treat concentrated flows, nor are they iutended to h•eat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment pond. The only circumstance i.n which overland flow can be heated solely by a barrier, rather than by a sediment pond, is when tlie area draining to the barrier is small. • Brush bamers should only be installed on contours. • Height 2 feet (minimum) to 5 feet (maximum). s Width 5 feet at base (minunun�) to 15 feet (maximuin). • Filter fabiic (geotextile) may be anchored over the bi-ush berm to enhance the filtration ability of the barrier. Ten-ounce burlap is an adequate alternative to filter fabric. • Chipped site vegetation, composted mulch, or wood-Uased mulch (hog fuel) can be used to constr-uct brush barriers. . • A 100 percent biodegradaUle installation can Ue constructed using 10- ounce burlap held in place by wooden stakes. Figure 4.18 depicts a typical brush ban-ier. Mairzienance • There shall be no signs of erosion or concentrated runoff under or Stanrlards around the ban•ier. If concentrated flows are bypassing tlie barrier, it must be expanded or augmented by toed-in filter fabric. • The dimensions of the bairier must be maintained. If required, drape filter fabrfc over brush and secure In 4"x4" � min. trench with compacted backfill. ��, / �_� ��l•:�.f � � �� Min. 5' wide brush barrlerwith max. 6" diameter woody debris. Alternatively topsoil shipp(ngs may be used to form the barrier. .i�� ` ♦ ." .��f: l �� -; ::s � rf''� � �, � '';�,i �� k� '.;�� `-- }� "'i �Anchor downhill edge of �;� �� filter fabrlc with stakes, ;s�,('` sandbags, or equivalent. � �`� � �2' Mln. Hefght � _Z" Figure 4.18 — Brush Barrier 4-92 Volume lI — Construction Stormwater Pollufion Prevention February 2005 BMP.C232: Gravel Filter Berm Puipose Co�2ditions of Use Design and Instaltafion Specifications Maifiiena�ice Sta�adards A gravel filter berm is constructed on rights-of-way or traffic areas within a construction site to retain sediment by using a filter berm of gravel or crushed rock. • � Where a temporary measure is needed to retain sediment from rights-of- way or in traffic areas on construction sites. � Berm material shall be 3/ to 3.inches in size, washed well-grade gravel or crushed rock with less than 5 percent fines. • Spacing of beims; — Every 300 feet on slopes less fllan 5 percent — Every 200 feet on slopes between 5 percent and 10 percent — Every 100 feet on slopes greater than 10 percent • Bei7n dimensions: � — 1 foot high with 3:1 side slopes — 8 linear feet per 1 cfs runoff based on the 10-year, 24-hour design storm a Regular inspection is required. Sediment shall be removed and filter material replaced as needed. February 2005 Volume l! — Construction Stormwater Pollution Prevention 4-93 BMP C233: Silt Fence Purpose Use of a silt fence reduces the h•a.nsport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. See Figure 4.19 for details on silt fence construction. conditions of Use Silt fence may be used downslope of all disturbed areas. • Silt fence is not intended to treat concentrated flows, nor is it intended � to treat substantial amounts of overland flow. Any concentrated flows must be couveyed through the drainage system to a sediment pond. The only circumstance in which overland flow can be treated solely by a silt fence, rather than by a sediment pond, is when the area draining to the fence is one acre or less and flow rates are less than 0.5 cfs. • SiIt fences should not be constiucted in st�eams or used in V-shaped ditches. They are not an adzquate method of silt control for anything deeper than sheet or overland flow. 2"x2' by 14 Ga, wire or equivalent, if standard, strength fabric used Fiiter fabric I; d 6' max-�; �� Minimum 4"x4" trench � J� I Backfill trench with native soil/ Post spacing may be fncreased or 3/4"-1.5" washed gravel to 8' if wire backing is used 2"x2" wood posts, steel fence posts, or equivalent c �E N C �E (V tfCjUC2 4."I `J — Sllt i'BI1C0 Design a3zd bzstallation Specificatio�zs • Drainage area of 1 acre or less or in combination with sediment basin in a larger site. • Maximum slope steepness (normal (perpendicular) to fence line) 1:1. • Maximum sheet or overland flow path leugth to the fence of 100 feet. • No flows greater than 0.5 cfs. • The geotextile used shall meet the followi.ng standards. All geotextile properties listed below are minimum average roll vaIues (i.e., the test result for any sampled roll in a lot shall meet or exceed the values shown in Table 4.10): 4-94 Volume !l — Consfruction Stormwater Pollution Prevention February 2005 Joints in filter fabric shall be spliced at posts. Use staples, wire rings or equlvalent to attach fabr(c to posts Table 4.10 ' Geotextile Standards Polymeric Mesh•AOS 0.60 mm maximum for slit filin wovens (#30 sieve). 0.30 (ASTM D4751) • mm maximum for all other geotextile types (#50 sieve). 0.15 mm minimum for all fabric types (#100 sieve). Water Permittivity 0.02 sec minimum (ASTM D4491) Grab Tensile Strength 1801bs. Minimum for extra strength fabric. (ASTM D4632) I00 lbs minimum for standard strength fabric. Grab Tensile 5trength 30% maximum (ASTM D4632) Ultraviolet Resistance 70% minimum � (ASTM D4355) • Standard strength fabrics shall be supported with wire mesh, chicken wire, 2-inch x 2-inch wire, safety fence, or jute mesh to increase the strength of the fabric. Silt fence materials are available that have synthetic inesh backing attached. • Filter fabric material shall contain ultraviolet ray iuliibitors and stabilizers to provide a minimum of six rrionflls of expected usable construction life at a temperature rauge of 0°F. to 120°F. � • 100 percent biodegradable silt fence is available that is strong, long lasting, and can be left in place after the project is completed, if permitted Uy local regulations. • Standard Notes for consh-uction plans aiid specifications follow. Refer to Figure 4.19 for standa�d silt fence details. The contractor shall install and maintain temporaiy silt fences at the locations showil in the Plans. The silt fences shall be constructed in the areas of clearing, grading, or drainage prior to stazfing those activities. A silt fence shall not be considered temporary if t11e silt fence must function beyond the life of the contract. The silt fence shall prevent soil carried by runaff water fro� going beneath, through, or over the top of the silt fence, but shall allow the water to pass through the fence. The iniiumum height of the top of silt fence shall be 2 feet and the maximum height shall be 21/� feet above the original ground surface. The geotextile shall be sewn together at the point of manufacture, or at an approved location as determined by �the Engineer, to form geotextile lengths as required. All sewn seams shall be located at a support post. Alternatively, two sections of silt fence can be overlapped, provided the Contractor can. demonstrate, to the satisfaction of the Engineer, that the overlap is long enough and that the adjacent fence sections are close enough together to prevent silt laden water from escaping through the fence at the overlap. February 2005 Volume !1— Construction Stormwater Pollution Prevention 4-95 The geotextile shall be attached on the up-slope side of the posts and support system with staples, wire, or in accordance with the manufacturer's recommendations. The geotextile shall be attached to the posts in a manner that reduces the potential for geotextile tearing at the staples, wire, or other connection device. Silt fence back-up support for the geotextile in the form of a wire or plastic mesh is dependent on the properties of the jeotextile selected for use. If wire or plastic back-up mesh is used, the mesh shall be fastened securely to the up-slope of the posts with the geotextile being up-slope of the mesh back-up support. TI�e geotextile at the bottom of tlie fence shall be buried in a trench to a minimum depth of 4 iuches below the ground surface. The trench shall be bacl�illed and the soil tamped in place over the buried portion of the geotextile, such �l1at no flow can pass beneath the fence and scouring can not occur. When wire or polymeric back-up support mesh is used, the wire or polymeric mesh shall extend into the trench a minimum of 3 inches. The fence posts sl�all be placed or driven a minimum of 18 inches. A minimum depth of 12 inches is allowed if topsoil or other soft subgrade soil is not present and a minimum depth of 18 inches cannot be reached. Fence post depths shall be ii�creased by 6 inches if the fence is located on slopes of 3:1 or steep'er and the slope is peipendicular to the fence. If required post depths cannot be obtained, tl}e pcsts shall be adequately secured by bracul� or guying to prevent overtuinu7g of the fence due to sedirnent loading. Silt fences s1�a11 be located on contour as much as possible, except at die ends of the fence, where the fence shall be hu�ed uphilT such that the silt fence captures flie runoff water and prevents water from flowing a.rouiid the end of the fence. If the fence must cross contours, with the exception of the ends of the fence, gravel check dams placed perpendicular to the back of the fence shall be used to minimize concentrated flow and erosion along the back of the fence. The gravel check dams shall be appro�nately 1- foot deep at the back of the fence. It shall be continued perpendicular to the fence af the same elevation until the top of the check dam intercepts the ground surface behind the fence. The gravel check dams shall consist of crushed surfacing base covrse, gravel backfill for walls, or shoulder ballast. The gravel check dams shall be located every 10 feet along the fence where the fence must cross contours. The slope of the fence line where contours must be crossed shall not be steeper than� 3:1. Wood, steel or equivalent posts shall be used. Wood posts shall have minimum dimensions of 2 inches by 2 inches by 3 feef minimum length, and shall be free of defects such as knots, splits, or gouges. 4-96 Volume �l — Construction Stormwater Pollution Prevention February 2005 Steel posts shall consist of either size No. 6 rebar or larger, ASTM A 120 steel pipe with a minimum diameter of 1-inch, U, T, L, or C shape steel posts with a muumum weight of 1.351bs./ft. or other steel posts having equivalent strength and bending resistance to the post sizes listed. The spacing of the support posts shall be a maximum of 6 feet. Fence back-up support, if used, shall consist of steel wire with a maximunl mesh spacing of 2 inches, or a prefabricated polymeric mesh. The strength of the wire or polymeric mesh shall be equivalent to or greater t11an 180 lbs. grab tensile strength. The polymeric mesh must be as resistant to ultraviolet radiation as the geotextile it supports. Silt fence installation using the sliciug method speciiication details follow. Refer to Figure 4.20 for slicing method details. The base of both end posts must be at least 2 to 4 inches above the top of the silt fence fabric on the middle posts for ditch checks to drain properly. Use a haud level or striug level, if necessary, to mark base poiuts before installation. Install posts 3 to 4 feet apart in critical retention areas and 6 to 7 feet apart in standard appiications: Install posts 24 inches deep on tlte do�vnstream side of flle silt fence, and as close as possible to the fabric, enabling posts to support the fabric fi•om upstream water pressure. Install posts with the nipples facing away fi•om the silt fence fabric. Attach the fabric to each post with three ties, all spaced witliin tl�e top 8 inches of the fabric. Attach each tie diagonally 45 degrees through the fabric, with each puncture at Ieast 1 ulch vertically apart. In addition, each tie should be positioned to hang on a post nipple when tightening to prevent sagging. Wrap approximately 6 inches of fabric around the end posts and secure witli 3 ties. No more than 24 inches of a 36-inch fabric is allowed above ground level. The rope lock system must be used in all ditch check applications. The installation should be checked and corrected for any deviation before compaction. Use a flat-bladed shovel to tuck fabric deeper into the ground if necessary, � Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel of the tractoi, skid steer, or roIler exerting at least 60 pounds per square inch. Compact the upstream side first and then each side twice for a total of four trips. February 2005 Volume ll — Consfruction Stormwater Pollution Prevention , 4_g� • Any damage shall be repaued immediately. Mairztena�2ce Sta�zda�•ds '� concentrated flows are evident up1u11 of the fence, they must be . intercepted and conveyed to a sediment pond. • It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of f(ows parallel to the fence. If tllis oecurs, replace the fence or remove the trapped sediment. � • Sediment deposits shall either be removed when the deposit reaches approximately one-third the height of the silt fence, or a second silt � fence shall be installed. , • If the filter fabric (geotextile) has deteriorated due to uliraviolet breakdown, it shall be reDlaced. Roll of s� fence Par.ding h.Ight max. xt' Amcb7.Dtic tv upstrsxn atae o{ pert FLOW-- nnve over eadi:tds o1 sitt EeMs 2 W; tLTeY „rt:d c�n�a .x.rur,y 60 ps.l. orgrasCer 7�o'Y. eornoacy ��\ ��\ /� �� '� ��\ ��1 % �% � //\\\/\\ j� /�`////� �%\%\� \% ~ �//�% /��%�� / / / / � \ \ \ \ �\ �\\ �� \�\ � ��\% . No more than 24° of a,iG• fabric is aflo�sred a6cve ground, POS'F SPACENGi 7'max, en ep.n rwnc �'maut on poai(ng ar•as POSF UEPSH; � Rs much a.tew ground u fa6de aheV� groend � ooX comaactlon �� /� f�� \\�%\��\/\\\• ��/�� /�/�� \\% /// /j f�\ �\j�\��\� ��\ �/ �/ f �/ � �\ ��\ ��\'��\ �� // /�. //` //j g \�f�� j � j�� \ • Gzther fabnc at �osts. f r.esded • umi:9 w� e� P�r � a; han�, e� e• ar re�. • Pastion each tie dja3�a�Y� P�+b9 ho!es venlcaHy e m�i+rtsn ot 1' aoeK. • Hang each tle on a pcut nippfa and tlgl5en yen.rey, �he caWe ae, l5(ti�' or s,rt w:e. � � . � . 6tstaAed eP�et Fat�ic �mpacrion ebovs y��d SR Fence a`� � '�/4;:`�;': ;;:`�i�r� vy;v0,�✓`�i �3��,�' . 2QQ-300mm �.j �%�< �,�`.�-nc:� � %:.. >; � ,... �:;!c a;:• n•�. : ''� .�i� , Compteted ksmpadon 4+'bratory plow is not acceptable because of horizorttal compaction FEgure 4.20 — Silt Fence Instalfation by Slicing Method . .; Volume !1— Construction Stormwater Pollution Prevention February 2005 anacr�'u�rr e�a�s: �"�� P°�T� Sicing hlade (7fi mm � (7 8 mm widthJ ATTACHMENT C Personnel Certifications , J . ,� �� ''', � � � ::.� � �►} �'�� ,;. {� �j �'�� 'j , :3 � W , '� �� - �._ �) ��; � "'�,.,. ' `�� . , i�� ane �a��e� �� . . �� Certi�ed Erosion � �edimen� �ontrol Lead � � BMP 1GO WSDOE SMMEW 9/04 SMMWW 2/05 Instructor P Fortunato Date 3/17/2010 ID# ECO-3-3171038 ECO 3 Kent, Washington 253 931-8100 Expires 3/17/2013 vvww.eco-3.com a 4 .. . � . r . �COh16T�IJ�CTIOM 1NC. Submiftal ?'ransmittal � Respor�se Shaded areas are for City of Renton use only Submittal Number: 014 DATE: 01/24/2011 (Contractor, each submifta! transmittal wrN have a consecutive number beginning wifh "1 ". Resubmittals will be identified wiih R1, R2, etc.J Note: One form shalf be frlled out for each submiftal ifem. The only exception will be if multiple ifems from the same supplier are submitted as a package for the same scheduled woric. Contract Name: WESNIEW LIFT STA710N UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: VWUP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: DESCRIPTION AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # Sub Bid Item # item (or Spec Sec #, # if no bid # 1 N/A SPCC Plan. ❑ Re-submittal ❑ upplemental Submittal Submitted by: Owner's Response /✓�= The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required Sl = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner s obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: � 0 See Attached Owner's Comments ❑ See �Aark-Up of Submittal Documents ❑ See Other Attachments ADVANCED CONSTRUCTION, INC. 4640 CAMPUS PLACE, SUITE 150 MUKILTEO, WASHINGTON 98275 425-493-1826 �age 1 of 32 CITY OF RENTON WESTVIEW LIFT STATION UPGRADES MOiVTEREY AVENUE NE RENTON, WASHINGTON 98056 SPCC PLANRIING AND WSDOT REQUIREMENTS This Spill Prevention Control and Countermeasure (SPCC) Plan has been prepared by Advanced Construction, Inc. to satisfy the contractual requirement with City of Renton developing a site-specific SPCC plan that covers the project scope of work (including equipment, materials, and activities) we have agreed to under our contract. This SPCC plan addresses the requirements of the U.S. Environmental Protection Agency {USEPA) regulations specified in Title 40 of the Code of Federal Regulations (CFR). These regulations codified in 40 CFR Part 112 establish the procedures, methods and equipment to prevent discharge of oil (i.e., petroleum products) from non-transportation-related onshore and offshore facilities into or upon the navigable waters of the United States or adjoining shorelines. This SPCC plan also meets the State of Washington requirements in Washington Administrative Code (WAC) Chapter 173-181, which specify the spill response, cleanup, and disposal requirements of oil. In addition, WSDOT requires that this SPCC Plan be prepared by the contractor and include all hazardous substances (including oil and other petroleum products) associated with the scope of work. The City of Renton Project for which this SPCC plan was developed is located in Renton Washington. Advanced Construction, Inc. was contracted the construction of the Westview Lift Station Upgrades project; includes demolition of inechanical equipment (pumps, valves, piping and appurtences) in the existing below-grade wet well, and demolition of yard piping, sidewalk and pavement. The work also consists of a new below-grade valve vault, mechanical equipment (pumps, valves, piping and appurtenances), yard piping, sidewalk/driveway, cable trench, wet well lining, pavement restoration, bypass pumping and electrical routing and connections to the existing control panel. � Page 2 of 32 A brief description of the elements of the SPCC plan for the project are as follows: • Introduction - Provides a description of the regulations governing SPCC plans. • Site Information - Identifies general site informatiori useful in construction planning, recognizing potential spill sources, and identifying the person in charge responsible for managing and implementing the SPCC plan. • Management Approval - Provides a commitment from- the management at Advanced Construction, Inc. to control and cleanup any harmful quantity of oil or hazardous substance released to the waters or land of the State of Washington. • Site Description - Provides a general description of the site including site location, topography, soils, storm drainage system, and adjacent waterways that are of importance to our scope of work. • Planning and Recognition - Identifies site-specific information including critical areas around the construction site, soil type and other pertinent site information, drainage pathways, and location of staging, fueling, and decontamination areas. e Spill Prevention and Containment - Describes types of secondary containment or diversion structures that will be used to handle spill sources at the project site. o Spill Response - Outlines spill response procedures including assessing the hazard, securing spill response and personal protective equipment, containing and eliminating the spill source, and mitigating and removing the spilled material. • Reporting - Describes federal, state, and WSDOT notification and reporting requirements. • Program Management - Identifies site security measure, inspection and audit requirements, and personnel training for construction personnel. • Attachment A - Site Plan e Attachment B- Inspection and Audit Forms e Attachment C- Emergency Response Action Plan r { Page 3 of 32 SITE INFORMATION Name of Project Type of Project Project Location Site Plan Summary of Potential Spill Sources Westview Lift Station Upgrades Monterey Avenue NE Renton, Washinton 98056 The construction of the Westview Lift Station Upgrades. Monterey Avenue NE Renton, WA 98056 See Attachment A • Known Site Contamination Related Sources No visible spill sources observed. Unknown Site Conditions • Equipment and Materials Brought On-site — Fuel, lubricating oil and hydraulic oil from drill rig, backhoes, bulldozers, piling driver, water truck, and support truck equipment — Fuel staging locations with bulk storage of gasoline and diesel — Container storage (up to 55 gallons} of lubricants, fuels, and hydraulic oil — Equipment storage locations o Unknown Conditions — Potential that abandon USTs and underground pipelines may exist at the site; site located on or near past fuel oil and gasoline tank farm — Potential exists that contaminated groundwater and soil could be encountered based on past land usage. Primary ADVANCED CONSTRUCTION, INC. - Contractor Contractor Personnel Responsible for Spill Prevention AJ Smith 425-493-1826 Page 4 of 32 MANAGEMENT APPROVAL This Spill Prevention Control and Countermeasure Plan is supported by management with the authority to commit the necessary resources including manpower, equipment, and materials to expeditiously control and remove any harmful quantity of oil or hazardous substances released to the water or land of the State of Washington. _ Advanced Construction, Inc. Page 5 of 32 BLANK PAG E Page 6 of 32 PLANNING AND RECOGNITION The site is flat and the work areas limited relative to the size of the site. Equipment storage is provided on paved surFaces that provide for easy visual inspection of equipment and stores. Pre-planning based on the project size and scope is to minimize the stored materials and time on the site. Staging; fueling, decontamination, and waste storage areas are located within our staging area. Material Staging Area. Drums (55 gallons) of diesel and gasoline and small containers (up to 10 gallons) of diesel, gasoline, oils, hydraulic fluid, and decontamination solutions will be stored in a container in our staging area. Equipment Staging Area. Heavy equipment (drill rig, backhoes, piling driver, bulldozers, water trucks, support truck, and pickup trucks) and smaller portable equipment (generators, pumps, and light units) will be stored within the staging area. Fueling Staging Area. The fueling staging area consists of porable belly pans that will be placed under equipment that is being serviced. Waste Sforage Area. Drums of contaminated soil from drilling and wash water from decontamination activities will be labeled and stored on pallets. �'age 7 of 32 Equipment Brought On-Site Quantity Materials Brought OnSite Quantity Excavator 1 Misc. Aggregates 4 yards Concrete Saw 1 Concrete 4 yards Trucks 2 Asphalt 6 tons Page 8 of 32 Pre-Existing Site Conditions: Unknown Note: Advanced Construction, Inc. recognizes thaf it is not trained for the characterization, management, or disposal of contaminated soils/groundwater at the project site. These acfivifies are only to be performed by licensed and trained specia/ists under the direcfion and management of City of Renton. Potential spill sources at the project site could include: • Refueling Operations e Equipment Breakdown Page 9 of 32 SPILL PREVENTION AND CONTAINMENT This section identifies the types of secondary containment or diversionary structures that will be used to handle each of spill sources itlentified in the Planning and Recognifion section. Known Potential Spill Sources/Potential Spill Sources Brought On Site. � Material Staging Area. A spill from containers or drums in the material staging area will be contained within the storage containers. o Equipment Staging Area. An equipment leak from a fuel tank, equipment seal, or hydraulic line will be contained within a spill pad placed beneath potential leak sources. An undetected leak from parked equipment will be contained within the equipment staging area by a temporary berm. • Fuel Staging Area. A spill during fueling operations will be contained within a spill pallet for small container handling, or secondary containment berms in the bulk fuel storage areas. The transfer of fuel into portable equipment will be performed using a funnel and/or hand pump, and a spill pad used to absorb any incidental spills/drips. A spill response kit will be located near the fueling area for easy access. The spill response kit will include plastic sheeting, tarps, overpack drums, kitty litter, and shovels. a Decontaminafion Area. A leak of a drum in the decontamination area will be repaired with a patch kit. Wash water leaking from the area will flow to a low point in the containment area. Containment will be sufficient to hold wash solution. Unknown Potential Spill Sources. Unknown soil and groundwater contamination. Contaminated soil encountered during drilling and trenching will be placed on a plastic liner and contained within a soil berm or with hay bales. The stockpile will be covered with plastic at the end of each work day. SPILL RESPONSE Response in the first ten to fifteen minutes is critical to minimize the impacfs to human health and fhe environmenf and to minimize property damage and cleanup costs. � Page 10 of 32 Advanced Construction, Inc. realizes the importance of immediate response to any spills of regulated materials. As such, we recognize that the elements of Spill Response, and train our personnel and sub-contractors on the appropriate actions that must be taken and information ihat must be communicated to the person in charge. Dur standard approach toward spill response includes the following information and actions: Get Help o Notify Aj Smith, the person in charge at Advanced Construction, Inc. 425-493-1826. e If the spill cannot be safely and effectively controlled, or if any injuries have occurred, notify the fire department (911). • The Person-in-Charge will notify the regulatory agencies. 0 Assess Hazard o Assess the quantity of substance spilled. • Assess the extent of the affected area. • Determine the source of the spilled material. Secure Spill Response and Personal Protective Equipment • If the spill cannot be safely and effectively controlled, direct safe evacuation of the area, and notify outside response services. e If the spill can be safely and effectively controlled by Advanced Construction, Inc. personnel; then: — Secure the area. — Obtain appropriate spill response equipment and personal protective equipment. Contain and Eliminate Spill Source • Contain the spill to prevent entry to catch basins, storm drains, or ditches that discharge. e Seal or stop the source of the spill by closing valves, providing containment, or deactivating pumps. . � Page 11 of 32 Spiil Cleanup and Mitigating Environmental Impact (Nofe: ONLY trained and gualified personnel should be associated with spill clean-up activifies) • Spills Onto the Ground (Soil): . - Clean up the spill immediately. - Apply absorbent material, berm, divert or contain the spill. - Collect spilled material and place into labeled drums. - Collect absorbent and other material used to clean up the spill, label the container, and properly dispose of waste at an approved disposal facility. - Report spill to the appropriate parties. - Decontaminate the affected area, equipment and surfaces that have contacted the spilled material. � Spills Into Waterways: - Notify the National Response Center and the State of Washington Emergency Management Division. - Notify a spill response contractor, if necessary. - Stop the source of the spill immediately. - Shut down all equipment and ignition sources in the area. - Deploy boom and absorbent to contain the spill. - Clean up absorbent and waste materials and dispose of at an approved waste disposal facility. - Decontaminate the affected area, equipment and surfaces that have contacted the spilled material. � Page 12 of 32 NOTIFICATION AND REPORTING The Person-in-Charge will contact regulatory agencies regarding spill response activities. We will work with the City of Renton Project Manager to ensure the proper information and data is collected, so that it can accurately be communicated to the appropriate agencies. An overview of the reporting requirements is provided below as a reference. Federal Reporting Requirements • Any spill of oil which 1) violates water quality standards, 2) produces a sheen on a surface water, or 3) causes a sludge or emulsion must be reported immediately by telephone to the National Response Center Hotline at (800)424-8802. . • Any oil, hazardous substance, or hazardous waste release which exceeds a reportable quantity must be reported immediately by telephone to the National Response Center Hotline at (800) 424-8802. • Any emergency event that requires activation of the SPCC plan or a fire, explosion or spill of any amount that reaches navigable waters of the United States, must be reported in writing to the USEPA Regional Administrator within fifteen (15)days. • If a discharge of more than 1,000 galions of oil reaches waters of the U.S., or if two spill events, reportable under the Federal Water Pollution Control Act, occur within any 12 month period, a report must be submitted in writing to the USEPA Regional Administrator within,60 days. Washington State Reporting Requirements � Any release of a hazardous substance that may be a threat to human health or the environment must be reported to the Washington State Department of Ecology, Toxics Cleanup Program immediately, but no longer than 90 days of discovery. Any release from a UST that may be a threat to human health or the environment must be reported to the Washington State Department of Ecology, Toxics Cleanup Program within 24 hours of the release. Page 13 of 32 Local Reporting Requirements a In the event of a fire and/or explosion, contact the (local fire/police) � If a spill enters the storm drainage system, contact City of Renton. o If a spill cannot be safely and effectively contained and controlled by Advanced Construction, Inc., the designated spill cleanup contractor will be contacted. Reporting Requirements Advanced Construction, Inc. recognizes the reporting requirements that the City of Renton requires of us. We understand these reporting requirements to inciude: � All leaks, spills, and other incidents — Subcontractors must report to Advanced Construction, Inc. — Advanced Construction, Inc. must report to the City of Renton Project Manager (or Field Inspector). � Advanced Construction, Inc. will prepare and submit the Incident Report (Attachment B, SPCC 1) to the Project Manager. Page 14 of 32 Report All Spills Regardless of Size Report to "Person In Charge" Record Incidence / Response Evaluate Need to Report . Spill to Water Report to National Response Center 1-800-424-8802 Report to Washington State Emergency Management Division 1-800-258-5990 Spill to Soil . Report to Washington State Department of Ecology Togics Cleanup Program 1-360-407-7170 Page 15 of 32 EXTERNAL NOTIFICATION REFERENCE LIST The following table identifies local, state, and federal authorities and private resources that may be used in implementing this SPCC plan. Agency & Responsibilities Contacts Fire Department phone ; 911 o Fire fighting • Emergency medical response • Community evacuation Police Department phone : 911 • Police authority City of Renton 425-430-6510 Hospital phone : 911 o Emergency medical treatment Washington State Department of Ecology phone :(360) 407-7170 Toxics Cleanup Program a Reporting spills to land National Response Center phone :(800) 424-8802 • Reporting spills to water Washington State Emergency Management phone :(800) 258-5990 Division � Reporting spills to water Page 16 of 32 PROGRAM MANAGEMENT The management of the implementation of this SPCC plan is the responsibility of Advanced Construction, Inc. person in charge. As such, we recognize that periodic review of material and equipment storage practices and equipment integrity and supplies is important to our success in implementing this SPCC plan. Also, we recognize the importance of a secured facility to protect against accidents and vandalism that may result in a spill of material that threatens human health or the environment. Our procedures to address these issues is provided below. Site Inspections and Audits. Describe the elements of daily and weekly site inspections. - Daily site inspections are conducted at the beginning and end of each workday to ensure that spill controls are in place and remain effective (Attachment B, SPCC 2). Advanced Construction, Inc. will conduct audits (Attachment B, SPCC 3) at the site at least weekly, or more often as required (after excessive rainfall). Security. Describe security measures used to promote spill control at the site including acces�, securing spill sources, and site lighting. The fueling, staging, and decontamination areas for the project are located within the project staging area. Only authorized personnel are permitted onto the project site. The master flow and drain valves for all tanks will be securely locked in the closed position when not in operation. Construction hours are 8:00 a.m. to 5:00 a.m., throughout the term of this project. The portable lighting units on site are adequate to allow for the detection and response to any spill scenarios we have recognized in this SPCC plan. Personnel training. Describe training for employees. Advanced Construction, Inc, employees will be trained on the contents of this SPCC plan including spill source and receptor recognition, spill prevention planning, spill � prevention techniques, spill response measures, and spill reporting protocol. Describe general responsibilities for on-site personnel All personnel have responsibility for spill prevention. Any Advanced Construction; Inc. employee whA notices a leak will respond as appropriate based on their training, or if a spill has occurred, they will assume a defensive posture by avoiding th� area and immediately notifying the person in charge. Page 17 of 32 Describe responsibilities of Person in Charge The designated person responsible for assessing spiils, implementing this SPCC plan, and contacting regulatory agencies is: Mr. Aj Smith of Advanced Construction, Inc. His alternate is Mr. Neil McPherson. These individuaJs have knowledge and iraining associafed with fhe HAZWOPER Firsf Responder Operations Level jWAC 296-62-3912(b)] requirements. Describe responsibilities of local fire department The local fire department is responsible for emergency containment procedures when called to the site. The fire department takes measures necessary to prevent fire and explosion, and to protect people and property in the event of a fire or explosion. Page 18 of 32 APPENDIX A SITE PLAN Page 7 Vicinity Map Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale �'�7E' �"'I��''�E��' L��'T ar�,��I�N LTP�](��E�� APPENDIX B INSPECTION FORMS Incident Report Daily Inspection Form Weekiy Audit Form Model SPCC Plan for Construction Sites Release or Incident Report Form Site: Wesriiew Liii Station Upgrades Monterey Ave NE Renton, Washington 98056 I Effective Date of Plan: 12/21/2010 Primary Contractor: Advanced Construcfion, Inc Attachment B, Form SPCC 1 Instructions: Complete for any type of petroleum product or hazardous materials/waste release or incident. Provide a copy of this report to management. Person Reporting Release or Incident: Name Address Or anization Title Tele hone Fax Si nature 2. Type of Release: Common Name of Released Substance Quantit Released Estimate Concentration Estimate Date of Release / / Time Release Started 3. Location of Release: Time Release AM PM. Ended AM PM LAND RELEASE WATER BODY RELEASE Name of Site: Name of Water Body: � Street Address: Location of Discharge with Reference to Fixed Point: City/Town: Description of Area from which Release may be Reached: . Count : 4. If no release, describe incident: Model SPCC Plan for Construction Sites Release or Incident Report Form Site: Westview Lift Station Upgrades Monterey Ave NE Renton, Washington 98056 Primary Contractor: Advanced Construction, Inc Effective Date of Plan: 12/21/2010 Attactunent B, Form SPCC 1 5. Actions taken: To contain release or impact of incident: To clean up release or recover from incident: To remove cleanup material: To prevent reoccurrence: ' 6. Person responsibie for managing termination/ closure of incident or release: Name: Phone: Fax: Mode1 SPCC Plan Daily Audit For Construction 5ites Site: Wesiview Lift Station Upgrades Monterey Ave NE Renton, Washington 98056 Primary Contractor: Advanced Construction Inc. Effective Plan Date: 12/21/2010 Attachment B, Form SPCC 3 INSTRUCTIONS: Review each item. Check if each item is satisfied. If problem or concern is encountered, inspector initials in appropriate box and describes problem or concern in comments MON TUE WED THU FRI SAT SUN Comments section. Report problems to (Person-in-Charge). INSPECTOR: WEEK OF: BULK TANK STORAGE � - Pi e'oints: no si ns of deterioration or leakin ? - Draina e from seconda containment re uired? - Tank locks available and useable? - Hoses for transfers of fuels OK; no signs of deterioration? CONTAINER STORAGE - Containers ro erl stored with lids in lace? - Containers stored within seconda containment? - Containers ro erl and clearl labeled? - Integrity/condition of container is such not to result in a leak or s ill? HEAVY EQUIPMENT PARKING - No evidence s iils/ leaka e? SPILL RESPONSE EQUIPMENT - Available & functional er ERAP? SECURITY - Signs of deterioration or vandalism around erimeter or fence? - Gates open & close smoothly, locks available and useable? - Alarm systems available & functional per SPCC & ERAP? - Securit li hts functional? ADDITIONAL ITEMS Model SPCC Plan Daily Audit F'or Construction 5ites Site: Westview Lift Station Upgrades Monterey Ave NE Renton, Washington 98056 Primary Contractor: Advanced Construction, Inc. Effective Plan Date: 12/21/2010 Attachment B, Form SPCC 2 inan i, p. 2 of2 SPCC Model Plan Weekly Inspection For Constructiou Sites Site: Westview Lift Station Upgrades Monterey Ave NE Renton, Washington 98056 Primary Contractor: Advanced Construction Inc. Effective Plan Date: 12/21/2010 Attachment B, Form SPCC 3 INSTRUCTIONS: Review each item. Check if each item is OK Needs Improvement (describe) Follow Up Action Responsibility for follow satisfied. If a problem or concern exists, describe and report to up action the Person-in-Char e for follow u action. AUDITOR: WEEK OF: DATE OF AUDIT: / / BULK TANK STORAGE - Tank integrity: seams, weids, supports - Tank secondary containment: seams, structure APPENDIX C EMERGENCY RESPONSE ACTION PLAN Attachment C Emergency Response Action Plan Site: Westview Lift Station Upgrades Monterey Ave NE Renton, Washington 98056 Effective Date of Plan: 12/21/2010 Primary Contractor: Advanced Construction, Inc EMERGENCY RESPONSE ACTION PLAN Section 1 Site Description Name of Project Westview Lift Station Upgrades Montere Ave NE Renton, Washin ton 98056 Site Plan Located in Attachment A T e of Pro'ect The construction of Westview Lift Station Upgrades. Summary of Spill Indicate on site plan in Attachment A Risks (chemical & Bulk Liquid Storage petroleum) Tank Trucks Hoses with Free Liquid Compressed Gas Cylinders Drums _ Equipment Storage Other Small Storage Containers ProJect Location Montere Ave NE Renton, Washin ton 98056 Site Phone for Prima Contractor Primary Contractor Company: ADVANCED CONSTRUCTION, INC Address: 4640 Campus Place STE: 150 Mukilteo, WA. 98275 Contractor Personnel Accountable for Spill Name: AJ Smith Prevention & Clean Up (i.e., Person-In- �Nork Phone: 425-493-1826 Charge) Home Phone: 425-754-5493 Attachment C Emergency Response Action Plan Site: Westview Lifi Station Upgrades Monterey Ave NE Renton, Washington 98056 Effecrive Date of Plan: 12/21/2010 Primary Contractor: Advanced Construction, Inc Section 2 Emergency Recognition: When to Use this Plan Emergency Condition Recognition Events Prevention X as applicable X as applicabie Failure of Fuel Tank Obsenration - Pertorm periodic inspection, including shortly Smell after filling Alarm - Store within secondary containment - Other: Hose Rupture Observation - Perform periodic transfer hose testing Sound - Visual inspection before use Alarm - Store on site in secure locations - Other: Failure of Compressed Gas Sound - Chain cylinders with hood in place Cylinder Smell - Store upright Alarm - Other: Failure of Other Non-bulk Observation - Store on stable surface Container Sound -.Store over secondary containment Smell - Pertorm periodic inspection Alarm - Other: Equipment Leaks Observation - Pertorm maintenance as required by Sound manufacturer and conditions Smell - Perform periodic inspections - Other: Attachment C Emergency Response Action Plan Site: Westview Lift Station Upgrades Monterey Ave NE Renton, Washina on 98056 Effective Date of Plan: 12/21/2010 Primary Contractor: Advanced Construction, Inc Section 3 Emergency Contacts, Lines of Authority and the Incident Command Structure A traditional incident command structure is used; enabling responsibility for command to be elevated to a more senior position of responsibility should the conditions require such action. Emer enc Res onsibilit Individual & Contact Information PRIMARY CONTACT (On-Site Incident Commander for Contractor) • Name: AJ Smith Work Phone : 425-493-1826 ALTERNATE CONTACT (Alternate On- Site Incident Commander for Contractor) Name: Neil McPherson Work Phone : 425-493-1826 Since most on-site incidents are anticipated to be incidental responses, the On Site Incident Commander serves as the Safety Officer. If a large response is required, a spill contractor is called and dispatched. These personnel have authority to commit /deploy resources and initiate requests for assistance necessary for effective emergency response. Attachment C Emergency Response Action Plan Site: Westview Lift Station Upgrades Nlonterey Ave NE Renton, Washington 98056 Primary Contractor: Advanced Construction, Inc Effective Date of Plan: 12/21/2010 Section 4 Emergency Response to Defined Emergency Condltions In the event emergency response is required, contractor employees provide incidental response. For Iarge incidents, the Company relies on an outside spill contractor. , , , _ ; '.. GENERAL PETROLEUM RELEASE RESPONSE Releases can range from incidental to large. The following protocol is applicable to ail types of release events. 1. Protect Yourselfl Others Stay up wind and out of low areas Keep unnecessary people away; isolate hazard area and deny entry Get help. Sound alarm. Wear PPE Identify released material or its source. 2. Contain/Controi release Shut off any possible ignition sources Identify source of release & stop if possibie Protect sensitive environmental resources Coilect released materials in buckets, if possible, to prevent release to soil Spread spill pads, or booms to collect or serve as containment 3. Clean-Up/ Decontaminate Collect pads, booms, etc. in open top barrels; seal and label barreis On Site Commander reports release to WSDOT Senior Project Manager; Washington State Division of Emergency Management and National Response Center as appropriate. Notifications shouid be made as soon as possible after initial containment actions are initiated. Contaminated debris is collected and.disposed of as iHazardous Waste.i Attachment C Emergency Response Action Plan Site: Westview Lift Station Upgrades Monterey Ave NE Renton, Washington 98056 Effective Date of Plan: 12/21/2010 Primary Conhactor; Advanced Construction, Inc , ,.. _ . . . ° '' ` Release From iank Truck ; : : • Identify source • Keep yourself safe • Shut down all operating equipment e Sound alarm • Take initial steps to protect environmentally sensitive areas (storm drains, streams, ponds). Call for help from local fire authorities (911) • Call spill response contractor • Use spill response materials stored at facility to contain, plug or patch release source (if possible) • Transfer contents to alternative container (if possible) Release From Tank, Riping, C.ontainers lncluding Compressed Gas ' • Identify source • Keep yourself safe o Shut down all operating eGuipment • Sound alarm o Use on-site spill response kit and other resources to take immediate steps to protect environmentaily sensitive areas (storm drains, streams, ponds) • Call for help from local fire authorities (911 } • Call spill response contractor • Take initial steps to protect environmentaliy sensitive areas (storm drains, streams, ponds) • Use spill response materials stored at facility to contain, plug or patch release source (if possible) • Transfer contents to altemative container (if possible) ,. NATURAL DISASTERS Power Interruptions! Earthquak;es/ SeVere weather inciudtng; Floods, High ,. ; _.: _.' , Winds� Snow `Ice °:. � ::. � ;:. If.there is a severe weather warning, take additional steps to secure the construction site and reduce the risk of release. Where feasible: • Move containers and heavy equipment into protective structures. o Cover ditches and holes to reduce erosion. • Tie down materials which must be left outdoors. Following the natural disaster event, inspect the location for damage and releases, responding as appropriate. Attachment C Emergency Response Action Plan Site: Westview Lift Station Upgrades Monterey Ave NE Renton, V✓ashington 98056 Effective Date of Pian: 12/21/2010 Primary Contractor: Advanced Construction, Inc Section 5 Emergency Evacuation Procedures If an evacuation is necessary: • Proceed to the nearest safe exit as quickly as possible • Evacuate, to (assembly point) Advanced Construction Inc. staging area for a head count . Headcount is conducted by is the most senior person at the assembly point. • The alternate assembly point is: Avenue D and Second . Section 6 Emergency Response Equipment: Types/Uses In addition to PPE, the company maintains 1 Emergency Response Kit(s) on site (include on Site Plan, AttachmenttA) with the foliowing minimum inventory of spill response supplies. X if Item Description Quantity on site Spill Pads Hydrophobic/Oliophilic 1 Bale Floating Boom Suitable for Use on Water N/A Portable Berms Suitable for Use on Land 1 Bale Pol eth lene Ba s 20 Ba s Plastic Sheetin 100 feet Over ack Salva e Drum 85 allon Steel O en Head Over ack Saiva e Drum 95 allon Pol O en Head Sorbent (Kitty Litter) 15 pound Bags, Inorganic ,� L � COhtSrT�IXTlCM Ihl.:.. Submitfal iransmr"$gal � f�esponse Shaded areas are for Ciry of Renton use only Submittal Number: 024 DATE: 01/24/2019 (Contracfor. each submittal transmittal wi11 have a consecutive number 6eginning with "1 ". Resubmittals will 6e identified wifh R9, R2, etc.) Note: One fo�n shall be filled ouf for each submittal ifem. The only exception will be if multiple ifems from fhe same supplier are submitted as a package for the same scheduled woric. Contract Name: WESTVIEW LIFT STATiON UPGRADES No. : WWP-27-3536 Contractor: ADVANCED CONSTRUCTION, INC. Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # Owner's item (or Spec Sec #, DESCRIPTION Response # if no bid # iPrecast Concrete Vaults: Interior/E�cterior Coa�ing of vault ; ' 10.02490 'TNEMEC Epoxoline Series 141 & �i� 1 i 2 02 A& 2 02 B TNEMEC PRIMER Hi-Build Epoxoline 1 1 N69F FINISH V69F WHITE __ ❑ Re-submittal ❑ Suppi mental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "�wner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required - rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal raquired - rejected, see comments below RJ = REJECTED - see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correiating all dimensions; fabricating and construction techniques; coordinating its v�ork with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contrad requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Ownec Comments or ac;ions may not be comple!e, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to Comment �--' �/�,ti�s Printed Name & 2-Z- Date See Attached Owne�s Comments ❑ See Mark-Up of Submittal Uocuments ❑ See Other Attachments �� ,: a sa�euco�aumo� tQMMOM UiA6E COlARS se�ucuauec�na�a Modified Polyamine Epo�cy High solids coating which offers high-build ed�e protection and excellent coaosion resistance. For use on the interior and exrerior of steel or mncrete tanks, reservo'vs, pipes, valves, pumps and equipment in potable �vater service as well as other steel and conaete substrates. ANSI/NSF Std. 61 eolots: 1211 Red, 1255 Beige, 33GR Gray, 35GR Black and WH03 Off-\�lhite. Note: Other colors may be availaUle for non-potable water applications. Contact your Tnemec representauve. Mininwm order requiremencs may apply. Note: Epoxies chalk with cxtended exposure to sunlight. Lack of ventilatioq incomplete miring, miscataly�ation or [he use of hearers that emi[ carbon dioxide and carbon mono:cide during applicauon and initial stages of curing may cause yello�ving to occur. Cer[ified by NSP Intemadonal ui accordance with AjSF/ANSL Std. 61. Ambient air cured Series 141 is qualified for use on tanks and teservoirs of 1,000 gallons (3,785L) capacity or greater, pipes ten (10) inches (25 cm) in diameter or grea[er and valves rno (2) inches (5 cm) in diamerer or greater, A one coat application is [o be used with pipes 10" and greacer and for valves 2" and greater. A h��o co [hree coat application is to he used wi[h pipes 4" and grea[er and for valves 2" and greatec Conforms [o AW WAD 102 7nside S�+stems No. 1 and No. 2. Conforms ro AW WA C 210. Contact your Tnemec representative for systems and addiaonal informatioa Reference the "Search Listings" section of the NSF websire at �vw�v.nsf.org for derails on che ma�cunum allowable DFC. P9�FflRMAN� QIjjEAIA Extensive rest data available. Contact your Tnemec represencative for speciFic tesc resulrs. �iV191$ Steel: Self-priming, 1, 20, FC20, 27, 37H, L69, L69F, N69, N69F, V69, V69F, 90-E92, 90-97, 91-HZO, 94-H2O, 135, L140, 1140F, N140, N140F, V140, V'140F, 394, 530 ConCrete: Self-priming, 20, FC20, 27, L69, L69F, N69, N69F, V69, V69F, L140, L140F, N140, N140F, V140, V140F, 215, 218 CM[7: Self-priming or Series 130, 215, 218, 1254 jOPCDAj$ Hataiot: Series 73, 180, 740, 750, 1074, 10?4U, 1075, 1075U, 1080, 1081. Refer ro COLORS on applicable topcoat data sheets For additional information, NoLe: The following maxinwm recoat time applies �vhen using Series 73, 180, 740, 750, 1074, 1074U, 1075, 1075U, lORO or lOSL thirry C30) days. If this time limit is exceeded, Series 141 must be uniformly scarified pnor to ropcoatinb. PRlMmSTFFI Immeealon Se:vice: Scarify the Series 20, FC20, LG9, L69F, N69, �u69F, v69, v69F, L140, L140F, N140, N140F, v140 or V140F prime coat sudace by brush-blas[ing with fine abrasive beFore ropcoa[ing ff it has been etterior esposed for 30 days or longer and 141 is the specified topmat. $t� Immersloa Se[Vice: SSPGSPIO/NACE 2 NearvWhite Blast Cleaning �vi[h a minimum angular anchor profile of 2.0 mils Noa-Tmmetsioa SetV�ce: SSYGSY6/NACE 3 Commereial Blast Cleaning with a mirumum angular anchor profile of 2.0 mils (�N�i Allo�v [o cure for 28 days. Abrasive blds[ referencing SSPC-SP13/NACE 6, ICRI CSP 3-5 Suiface Prepardtion oF Concte[e and'1'nemec's Surface Prepara[ion and Application Guide. �Ij$UjifA� htust be clean, dq• and Cree of oil, grease, chalk and other contanwian[s. I� YO�Mi SO�D$ 82% t 2.0% (nused) t �i(D�ij�� F( 4A to 18.D mils (100 to 455 microns) in one coat. Note: Thickness requirements will vary �vith substrate, application me[hod and exposure. Conract your Tnemec representative. hlaximum dry Film thickness for A'SF exposure u 18.0 mils. aa�Nsn� �rs xi�s o�r T To Handle To Recoat Immecsian 90°F (32°C) 3 hours 4 hours 7 da s 75°F (24°C) 4 hours 5 hours 7 days 65°F (18°C) 7 hours 9 hours S days 55°F (11°C) 13 hours 18 hours 9 da s 45°F (7°C) 20 hours 30 hours 13 da s 40°F (4°C) 22 hours 42 hours 18 da s Curing time varies wi[h surface temperamre, air movement, humidiry and film thickness. Note: For one-coat pipe and valve applications, allow 30 days wce at 75°F (24°C) prior to immersion. YOltlllE ORGANIC COMPOUNDS NAPS iH�REii(AL �OYBlA6E NUIaBEROF(OtIPONBRi MI)UN6 tAT10 EPA hlethod 24 Unthimed: 0.52 ]bs/gallon (63 grams/litre) 'Thl�ed 4%: 0.75 lbs/gallon (90 grams/litre) lliinned 1096: 7.27 ]bs/gallon (153 grams/litre) t Unthinaed: 1.3 ]bs/gal solids T'hlnaed 5%: 1.6 lbs/gal solids lbinned 1096: 1.9 lhs/gal solids 1,315 mil sq ft/gal (321 m�/L ac 25 microns). See APPLICATIOY for coverage rates. t Two: Part A(amine) and Part B(epo:ry) By volume: Two (Part A) to one (Paa B) ��U�Y 2�,�2010 by Tnemee (o., IIl(. Publlshed eechNcal dau and Irsswctlons are su6ject to change without naice. i'he online catalog a[ nmay.tx�emeamm Pa e 1 of 2 should be �e(emnced !or the mwt cursent [edinic�l data ancl usstructions ur yew mry mnmet your'Inemec represent54ve 9 for curtent rechnical data and 'uutr�ctions. r� � PRODUQ DATA SHEEf EPDXOIINE l SERIES 141 PAQ(A61N6 When bf�ed Kit 1-6 HIt 1-1 NEf WB6Hf PEk 6dL10R 13.33 t o.251bs (6.05 t.11 kp� t SiORAGEiQdP91ANRE �Iinimum 20°F (-7°C) ,�faacimum 110°F (43°Ci Prior to application, the maceria] temperature should be above 60°F (16°C). It is suggesred [he marerial be stored at this temperature at least 48 hours prioc to use. ��N11�I16�� (Dry) Continuous 250°F (121°C) [ntermiaent 275°F (135°C) $flHf �F{ 12 months at recommended scorage temperature. RASH POINf -SETA Yarc A: 91°F (33°C) Pan B: 111°F (44°C) HFA�1H 8 SAFEIY TMs product contains chemical ingredients which are considered hazardous. Read container label waming and �tateriat Safety Data Sheet for unportan[ healdi and safety information prior to the use of chis product. %eep out of the xeach of chlldrea. (OYfRA6E AA1F$ MIXIA6 1HIANIN6 Pur u� sr�►r u� aaeuunox �uu��e�r MDs Q1�iccons) Wet Mlls (yIlcmns) Ft/Cral (m'/GaD minimum 4.0 <100) SA (125) 3z9 (305) bla�mum 18A (455) 22.0 (560) 73 C6.8) Note: N1a�ciinum oF 18.0 mils DFI' in one coat. Maaimum total dty Stm thic]me�y for NSF �posure ls 18.0 mfls. Aliow for overspray and surface irregularities. �C�et film thickness is rounded to [he nearest 0.5 mil or 5 nuaons. Application of coacing below minimum or above maacimum reconunended dry film thicknes.ses may adversely aFfec� coating performance. Reference che "Search Lis[ings" sec[ion of the NSF website at cvn�cv,nsf.or6 for de[ails on [he masimum allowable DET. i Ivtix the entire contents of Yart A and Part B separately. Scrape all of the Par[ B inro the Part A pail by using a flesible spa[ula. lise a variable speed drill with a PS Jiffy blade and mis d�e blended componencs for a minimum of Rvo minutes. Apply the mixed macerial �vithin po[ life linucs afrer agitation. Bodi components must be above 50°F (10°C) prior [o mixing. Eor optimum application propenies, the material temperature should be above 60°F (16°C). For applica[ions to surfaces beraeen 40°F ro 50`F (4°C to 10°C) a11ow mired materia] [o stand 30 minutes and res[ir before use. Note; A large volume oE marerial wW set up quickly if no[ applied or lessened in mass. CauNDa Do not reseal miaed mate�al. An ezploslon haraxd may be aeated. C3utlon: Do not add tbinner to Part A prlor tn mial�g w1t11 Patt B, Use No. 4 Thinner. For airless spray, coller or brush, thin up ro 4�o per gallon. For air spray, thin up to 10% per gallon. To comply wlth SCAQhID VOC regulations, maximum thinning is 4%. Cautlon: Sedes 141 NSP ceRffiration ls based on thfnning wlth No. 4'ILlnner. IIse af any other thinner voids AN57/NSF Std. 61 certlflcatlon. 2 hours at 77°F (21°C) 1 hour a� 90°F (32°C) 1 hour at 77°F (21°C) 30 minures a[ 90°F (32°C) c�m �d xt� I ,�' c.� � n� x� ID � r,rar� � m � I P� � DeVilbiss JGA 5/16' or 3/8" 3/8" or 1/2" E 76� or 704 (95 or 12.7 (79 or 9.5 mm) ,,.�., Low remperaNres or longer hoses require higher pot pressure. Qriflm Pressuce Mat'l IiOse ID 0.017"-0.021" 3000-3800 psi 1/4" or 3/8" �0-535 microns) (207-262 bar) (6.4 or 95 mm: 7�-100 psi 10-20 psi (5.2-6.9 bar) (0.7-1.4 bar) 60 mesh Use appropriate up/atomizing pressure for equipment, appiicator techniquc and weather conditions. RoIIe[: Roller application op�ional �vhen environmental restrictions do not allow spraying. Use 3/8" or 1/2" (9.5 mm to 12.7 mm) synthetic woven nap covers. B[uvh: Recommended Eor small areas only. Use high quality natural or synthetic brisde br�shes. SURFA�1BdPERAillAE b�;n;mum 4o°F (4°c) Masimum 135°e (57°c) The surface should be dry and at ]eas[ 5°F (3°C) above the de�v point. Coating will not wre below minimum surface tempetature. Q�iaUP Flush and dean al] equipntent irtunediately after use with the recommended [hinner or MEK. t Values may vupwith oolot. WARRANIY R� LIDiP['A'[10N OF SELLER'S LG1BILfIY: Tnemec Company, Ina waersnts only thae l�s coatlngs represenred hecein meet the fortnulation sclndard5 of Tnemec Company, [rx. THE WARRANiY DFS(:R[BED I,Y THE ABOV£ PAR.4GRAPH SHALL BE I\ 1IE[J OF ANY OTHER NARHANIY, EXPRESSED OR L�[PISFD, NCLUD[YG BLT NOT LL�ILIID TO, Ai�IY IhIPL[ED WARRA:^71'Y OF SIERCHA:VTAI3iL171' OR tliiYFSS FOR A PARTIC[JLAR PIJRPOSE. 7FIF.RE ARE NO \VARMM'[FS TNAT F\?E:ID BEYOW THE DESCRIPifOY ON THE FACE HEREOF. The buyds sote and �cdusive remedy against Tnemec Compa�y, Int. shall be Cor mpfacement of the product in the event a defective rondi�ion oF the produc[ should Ix Cound to exLst and the . exdusive remedy shatl not h:t�e failed its essential purpose as long as Toemec is wWing ro proride comparable rcplacement pmduct �o ehe buycr. NO 07'f�IER REhiEDY (LVCLUDI.VG, BLif NOT LL�(II'ED TO, INCmEYI'AL OR CONSEQUENIIAI. DAA]AGES FOR LOST PROFiTS, LOST SALFS, [NJURY TO PERSON OR PROPEA'IY, ENVIRONME:YI'AL I�1JUR1F_S OR ANY O'CHER INCID&Y]'AL OR CONSEQt1EY[7nI. LO55) SHnLl BE AVAIIABLE TO TFtE BUYER Techntnl and applkation tnFortnatlon hemin is p�ocided for the purpose of establishing a general profile of �he coaiing and pmper coa[ing application pmctdurcs. Test peiformance results were obtsined in a convolled envlronment and Tnemec Company m�kes no clalm tltat these rests or any other �esrs, accurerely reptesetl[ ]II tOVifORrtICn6. AS 3pplkation, enVilonlnenfal and desi£n f�ctnrs nn vdry SI¢nlflcantlV. due caie SFrould be exerdsed in the selection and use of fhe cmtlne. OO luly 21, 2010 by Tnemec (o., Inc. PDSl41 Page 2 of 2 �� IViaterial Safety Da$a Sheet Preparation Date: 07-Ju1-2009 Revision Date: 07-Ju1-2009 Revision Number: 1 1. PRODUCT APID COMPA9�V IDEPITBFICATIOid Product Code Trade Name Contact Manufacturer Emergency Telephone Number F141-WH03A EPDXOLINE OFF WHITE Tnemec Company, Inc. 6800 Corporate Drive, Kansas Cify, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. FIAZARDS IDEtdTI�BCATIOP! ERi encv Overview FLAMMABLE LIQUID AND VAPOR: HARMFUL IF INHALED. CAUSES SKIN AND EYE BURNS. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Causes burns. Causes burns. May cause sensitization by skin contact. Irritating to respiratory system. Respirable crystalline silica (quartz) can cause silicosis, a fibrosis (scarring) of the lungs: May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. Cancer hazard. Contains crystalline silica which can cause cancer. (Risk of cancer depends on duration and level of exposure.) See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Kidney disorders. Liver disorders. Skin disorders. Gastrointestinal tract. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Eifects See Section 12 for additional Ecological information Central nervous system, Central Vascular System, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin, Blood, Gastrointestinal tract Page 1 /8 F141-WH03A - EPDXOLINE OFF WHITE Revision Date: 07-Ju1-2009 3. COMPOSIYIONlIfdFORMATION Otd IPIGatED1ENi'S Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FIRE-�6GH'TiiNG MEASURES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Ammonia. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heat/sparkslopen flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Fiash back possible over considerable distance. 6. •ACCIDENTAI. 82ELEASE MEASUdtES Personal Precautions Environmental Precautions Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. Page2/8 4. FIRST A9D MEASl1�2ES F141-WH03A - EPDXOLINE OFF WHITE Revision Date: 07-Ju1-2009 Methods for Cleaning Up If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Other Information Not applicable 7. F9AIdD&.If�G AiND STORAGE Handting Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If spiashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and unfil all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSURE CONTItOLS / PERSOPIAL PIt04ECTi0I�! Exposure Guidelines Page 3 / 8 F141-WH03A - EPDXOLINE OFF WHITE Engineering Measures Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Revision Date: 07-Ju1-2009 Lightweight protective clothing, Apron, Impervious gloves Goggles. If splashes are likely to occur, wear fac�shield. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above appiicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PaiVSlCAL Ai�9D CF9EMICAL P9tOPER'�IES Flash Point Method Boiling Point/Range Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) % Volatile by Weight °/a Volatile by Volume 33°C ! 91.0°F Pensky Martens - Closed Cup 116- 142°C/241.0-288.0°F No information available No information available No information available No information available No information available 1.83451 15.26589 1.604 10.5120 22.2246 10. SiA�ILI'rY At�ID REAC'TIV9YY Chemical stability Stable. Conditions to Avoid Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Reacti ons Heat, flames and sparks. Epoxy constituents. None under normal processing 1'i. TOXICOLOGiCAL IPdFO1tMATlOI�! Acute Toxicity Component Information Page 4 ! 8 F141-WH03A - EPDXOLINE OFF WHITE Revision Date: 07-Ju1-2009 11. TOXICOLOGIC�►L INFORMATIOf� ETHYLENEDIAMINE 637 mg/kg ( Rat ) 1000 mg/kg ( Rat ) 550 mg/kg ( Rabbit Irritation No information available Corrosivity No information available Sensitization No information available Chronic Toxicity Carcino enici The table below indicates whether each a enc has listed an in redient as a carcino en Com onent ACGIH IARC NTP OSHA Mexico CRYSTALLINE SILICA A2 Group 1 Known X UARTZ TITANIUM DIOXIDE (TOTAL Group 2B X DUST CRYSTALLINE SILICA A2 Group 1 Known X QUARTZ ETHYL BENZENE A3 Grou 2B X Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Endocrine Disruptor Information No information available No information available No information available No information available Central nervous system, Central Vascular System, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin, Blood, Gastrointestinal tract. No information available 12. ECOLOGICAL liVF092MAT90Pt! Ecotoxicitv May cause long-term adverse effects in the aquatic environment. Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea TALC (RESPIRABLE DUST) LC50> 100 g/L Brachydanio rerio 96 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mg/L 24 h EC50 = 3.82 mglL 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mglL Oncorhynchus mykiss 96 h LC50= 16.1 mg/L Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h BENZYL ALCOHOL EC50 = 35 mg/L 3 h LC50= 460 mg/L Pimephales EC50 = 63.7 mg/L 5 min EC50 EC50 = 23 mg/L 48 h promelas 96 h LC50= 10 mg/L = 63.7 mg/L 15 min EC50 = Lepomis macrochirus 96 h 71.4 mg/L 30 min EC50 = 50 m /L 5 min ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mg/L EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mg/L 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mg/L Pimephales promelas 96 h LC50= 150.0 mg/L Lepomis macrochirus 96 h LC50= 4.2 mglL Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mglL Poecilia reticulata 96 h Page 5 / 8 F141-WH03A - EPDXOLINE OFF WHITE Revision Date: 07-Ju1-20d9 Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea N-BUTANOL (SKIN) EC50 > 500 mglL 96 h EC50 > LC50= 1510 mg/L Pimephales EC50 = 2041.4 mg/L 5 min EC50 = 1983 mg/L 48 h 500 mg/L 72 h promelas 96 h LC50= 1740 EC50 = 2186 mglL 30 min mg/L Pimephales promeias 96 EC50 = 4400 mg/L 17 h EC50 h LC50= 1200 mg/L Leuciscus = 3980 mglL 24 h idus 96 h AMORPHOUS SILICA EC50 = 440 mglL 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h ETHYLENEDIAMINE EC50 = 645 mglL 72 h EC50 = LC50= 115.7 mg/L Pimephales EC50 = 20 mg/L 15 min EC50 EC50 = 0.88 mg/L 48 h 151 mg/L 96 h promelas 96 h LC50= 230 = 29 mg/L 17 h mg/L Oncorhynchus mykiss 96 h '�3. D6SPOSAL COPISIDERATIOPIS Waste Disposal Methods Contaminated Packaging Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. T12AR9SP06tT IN�OL2MAT106�I DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 ��. ��a��a�o�v ve.a�o�r�A�'��a I nternational I nventories TSCA DSL/NDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS Complies Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Clean Alr Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE ETHYLBENZENE U.S. Federal Reuulations SARA 313 Component CAS-No Weight % SARA 313 - Threshold Values XYLENE 1330-20-7 6.317943 1.0 ETHYL BENZENE 100-41-4 1.579288 0.1 N-BUTANOL SKIN 71-36-3 1.570746 1.0 SARA 3111312 Hazardous Categorization Page 6/8 F141-WH03A - EPDXOLINE OFF WHlTE CERCLA U.S. State Regulations State Right-to-Know Revision Date: 07-Ju1-2009 Com onent Massachusetts New Jerse Penns Ivania lllinois Rhode Island CRYSTALLINE SILICA X X X X QUARTZ TALC RESPIRABLE DUST X X X X TITANIUM DIOXIDE (TOTAL X X X X DUST CRYSTALLINE SILICA X X X X UARTZ XYLENE X X X X X BENZYL ALCOHOL X X MICA RESPIRABLE DUST X X X X MODIFIED ALIPHATIC X X X X AMINE ETHYL BENZENE X X X X X N-BUTANOL SKIN X X X X AMORPHOUS SILICA X X ALUMINUM OXIDES X X X X ETHYLENEDIAMINE X X X X Other International Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains ali the information required by the CPR. Page7/8 Chronic Health Hazard Yes Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No California Proposition 65 This product contains the following Proposition 65 chemicais: F141-WH03A - EPDXOLINE OFF WHITE WHMIS Hazard Class B2 Flammable liquid D2A Very toxic materials E Corrosive material � �,•�`` � Revision Date: 07-Jui-2009 Legend NPRI - National Pollutant Release Inventory 16. OY�1ER @hl�ORMAYIOY�! Revision Date: 07-Ju1-2009 Revision Summary No information available HMIS Health 0 Flammability 0 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, piease refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown heaith hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 8 / 8 Il�aterial Safety Data Sheet Preparation Date: 30-Dec-2009 Revision Date: 29-Dec-2009 Revision Number: 0 1. PRODUCT APBD COMPAIdV IDEFdT9F9CAT10P1 Product Code Trade Name Contact Manufacturer Emergency Telephone Number F141-01416 EPDXOLINE CONVERTER Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. 9;AZA�tDS BDEi�l�'IFICATIOP! ER! COMBUSTIBLE LIQUID AND VAPOR. HARMFUL IF INHALED. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Moderately irritating to the eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additional Ecological information Central nervous system, Eyes, Kidney, Liver, Respiratory system, Skin 3. COfVIPOSI'TIOId/9PlFORiV1A'�ION OP9 IPIGREDiEMTS Hazardous Components Page 1 / 7 F141-0141B - EPDXOLINE CONVERTER Revision Date: 29-Dec-2009 3. COMPOSIYION/IWFORMATION OPl IIdGREDIENTS Com onent CAS-No Wei ht % BISPHENOL A TYPE EPDXY RESIN 25085-99-8 60 - 100 METHYL ISOBUTYL KETONE 1os-1a1 5.3s43 YLENE � s3a2a� 1.652 ETHYL BENZENE 100-41-4 0.413 4. FIRS4 AID MEA►SiJFtES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and pienty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FBRE-FIGH'P9PIG MEAStDRES Flammable Properties Suitable Extinguishing Media Combustible material. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Aldehydes. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear seif-contained breathing apparatus. Keep away from heaUsparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEPlTAB. RELEASE MEASl1FtES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personai protective equipment. Remove ali sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable 7. HAPdDLlMG AND STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Page 2/7 F141-0141B - EPDXOLINE CONVERTER Revision Date: 29-Dec-2009 Storage Keep away from heat, sparks and flame. Use only in an area containing flame proof equipment. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSURE CONTROLS / PERSONAB. PROTECY90M Exposure Guidelines Com onent ACGIH TLV OSHA PEL Quebec TWAEV Ontario TWAEV Mexico OEL TWA METHYL ISOBUTYL TWA: 50 ppm STEL: 75 TWA: 205 mg/m' TWA: TWA: 205 mg/m' TWA: TWA: 205 mg/m' TWA: TWA: 50 ppm TWA: KETONE ppm 50 ppm STEL: 300 50 ppm STEL: 307 50 ppm STEL: 75 ppm 205 mg/m' STEL: 307 mglm' STEL• 75 ppm mg/m' STEL: 75 ppm mg/m' STEL: 75 ppm TWA: 100 ppm TWA: 410 m /m' XYLENE TWA: 100 ppm STEL: TWA: 435 mg/m3 TWA: TWA: 434 mg/m' TWA: TWA: 100 ppm TWA: TWA: 435 mg/m' TWA: 150 ppm 100 ppm STEL: 150 100 ppm STEL: 150 435 mg/m' STEL: 150 100 ppm STEL: 150 m STEL: 655 m/m' m STEL: 651 m/m' m STEL: 650 m im' m STEL: 655 m fm' ETHYL BENZENE TWA: 100 ppm STEL: TWA: 435 mg/m' TWA: TWA: 434 mg/m' TWA: TWA: 100 ppm TWA: TWA: 100 ppm TWA: 125 ppm 100 ppm STEL: 545 100 ppm STEL: 125 435 mg/m' STEL: 125 435 mg/m' STEL: 125 m/m' STEL: 125 m m STEL: 543 m/m' m STEL: 540 m/m' m STEL: 545 m/m' Engineering Measures Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves If splashes are likely to occur, wear Goggles. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or diuiness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Foilow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safery practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PHYSICAL AR1D CFlEMICA9. PItOPERTIES Flash Point Method Boiling Point/Range Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibs/gal) % Volatile by Weight % Volatile by Volume 44°C / 111.0°F Pensky Martens - Closed Cup 114 - 142°C / 237.0 - 288.0°F No information available No information available No information available No information available No information available 1.12498 9.36156 .696 7.4290 10.1962 10. S'T'ABBLITY AIdD REACTGVITY Page 3 / 7 F141-0141B - EPDXOLINE CONVERTER Revision Date: 29-Dec-2009 � 10. STA6ILITY APID REACTIVITY Chemical stability Stable. Conditions to Avoid Heat, flames and sparks. Am ines. Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous None under normal processing Acids. Amines. Reactions 11. TOXICOLOGICAL IiVFORMAYIOF� Acute Toxicity Component Information Irritation No information available Corrosivity No information available Sensitization No infoRnation available Chronic Toxicity Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available Teratogenicity No information available Target Organ Effects Central nervous system, Eyes, Kidney, Liver, Respiratory system, Skin. Endocrine Disru tor Information No information available • -� - Component EU - Endocrine Disrupters EU - Endocrine Disruptors - Japan - Endocrine Disruptor 7�. �co�.oGac�� oN�oR�a�to� Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea METHYL ISOBUTYL EC50 = 400 mg/L 96 h LC50= 505 mg/L Pimephales EC50 = 79.6 mg/L 5 min EG50 = 4280.0 mg/L 24 h KETONE romelas 96 h EC50 = 170 m/L 48 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mglL 24 h EC50 = 3.82 mg1L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg1L 48 h. mg/L Oncorhynchus mykiss 96 h LC50= 16.1 mglL Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h � Page 4 / 7 F141-01418 - EPDXOLINE CONVERTER Revision Date: 29-Dec-2009 Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mg/L EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mg/L 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mg/L Pimephales promelas 96 h LC50= 150.0 mg/L Lepomis macrochirus 96 h LCSD= 4.2 mg/L Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mg/L Poecilia reticulata 96 h 13. DISPOSAL COPISIDERATi01�lS Waste Disposal Methods Contaminated Packaging Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. 'TRAMSPORT IRlFORMATION DOT Ground Transportation Only. Call TNEMEC Traffc Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name PAINT IN OIL 15. REGULA'B'ORY BNF06tMA'Y'101� International Inventories TSCA DSLINDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS Complies Complies Does not Comply Complies Does not Comply Com pi i es Complies Complies Clean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component METHYLISOBUTYLKETONE XYLENE ETHYLBENZENE U.S. Federal Regulations SARA 313 SARA 3111312 Hazardous Categorization Page 5 / 7 F141-0141B - EPDXOLINE CONVERTER Chronic Health Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Revision Date: 29-Dec-2009 Component CWA - Reportable CWA - Toxic Pollutants CWA - Priority Pollutants CWA - Hazardous Substances Quantities XYLENE 100 Ib X ETHYL BENZENE 1000 Ib X X X CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-No Californla Pro . 65 ETHYL BENZENE 100-41-4 Carcin en State Right-to-Know Other International Regulations Canada This product has been classified in accordance with the hazard criteria.of the Controiled Products Regulations (CPR) and the MSDS contains alt the information required by the CPR. WHMIS Hazard Class B3 Combustibie liquid D2A Very toxic materials � � a Legend NPRI - National Pollutant Release Inventory Page 6/7 F141-0141B - EPDXOLINE CONVERTER Revision Date: 29-Dec-2009 16. OTHER IIdFORMA'�IOPI Revision Date: 29-Dec-2009 Revision Summary No information available HMIS Health 2 Flammability 2 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any. of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the oniy hazards which exist. End of MSDS Page 717 6QIfAlt DBOIIPIION tOMM611 I�A6E �0�� RNgll Polyamidoamine Epoacy An advanced generation epo�ry For the protection and finishing oF steel and concrete. It has excellen� resistance ro abrasion and is suitable for immersion as well as chemical contacc exposure. Contacc your local Tnemec represen[aave for a list of chemicals. This product can also be used as a block filler on cementitious or masonry subs[rates. Note: Series V69F conforms with a'v pollution regula[ions limiting Volatile Organic Compounds (VOC) ro a ma�imum of 250 grams/litre (2.08 1�/gaD in areas requiring less than 100 grams/liae VOC, please refer [o [he Series L69F data sheet. Limited color availabiliry. Concact your Tncmec representa[ive. Sadn P�IIMElS Steel: Self-prinung or Series 1, 37H, 66, LG9, N69, 90, 91-HzO, 94-H�O, 135, 161, 394 Gattanized Steel and No�n-Feavus Metal: Self-priming or Series 66, 161 Conczete: Self-priming or Series 130, 218 CMU: Self-priming or Series 130, 216, 218 TOPCOAIS 46H-413, 66, L69, N69, 73, 104, 113, 114, 161, 175, 1028, 1029, 1070, 1071, 1072, 1074, 1o74U, loi5, 1o75U, 1077, 1078. Refer ro COI.ORS on applicabte topcoat data sheets for additiona] information. Note: "1'he following recoat [imes apply for Series r69F/V69F: Inunersion Service-Surface must be scarified aFrer 30 days. Atmosphenc Service-After 30 days, scarification or an epozy [ie-ecrat is required. Con[act your T'nemec representative For specific recommendaaons. PRIMED SiFS Sl� suva�izm srma xoN- �ous►�r�u cnsr/ourn� iaoM CON4IETE a�u raNtmw�a� uiwa�n� �� vow� wuns RKO�k1QiD� DFi QIRIq611ME AT5 MILS DFf Y011lllf OA6AlIit fOMP0UND5 Immetalon Setvice: Scarify die Series 66, [v69F/V69F or 161 prune coac surface by abrasive blasting wieh fine abrasive before [opcoating if it has been exterior exposed for 30 days or longer and N69F/V69F is die specified topcoat. I�sion Setvice: SSPGSPIO/�ACE 2 Near-Whi[e Blas[ Cleaning Non-Immetaion Sett�lce: SSYGSY6/NACL 3 Conunercial Blast Cleaning Surface preparation tecommendations will vary depending on substrate and exposure conditions. Contact your'fnentec represen[ative or Tnemec Technical Services. Contac[ your Tnemec representative or Tnemec Technical Services. Allo�v new concrece to cure 28 days. For optimum results and/or immersion service, abnsive blasc referencing SSPG SP13/�'ACL 6, ICR[ CSP 2-4 Surface Preparauon of Conaete and Tnemec's Surface Preparation and Application Guide. Allow mortar to cure For 28 days. Level pro[rusions and mortar spa[ter. Non-Immerslon Service: Ask yo�r Tnemec iepresen[ative for specific recommendations. h[ust be clean, dry and free of oil, grease, chalk and other contaminancs. 69.0 t 2.0% (mLked) t 2A [0 10.0 mils (50 to 25� nucrons) per coat. Note: The number oC coa[s and tttickness requiremenGs will vary �vith substrace, application method and esposure. Con[act your Tnemec repiesentative. V69F . jJnrh+.+nr i• 1.90 Ibs/gallon (228 grems/litre) TLfnned 3.5% QIo. 413ianer): 2.08 Ibs/gallon (250 grams/litre) t IU�PS N69F Unthinned: 2.35 lbs/gal solids Thinned 1496 Qio. 4 Tb3nner): 3.z0 ]bs/gal solids 12ilmed 1096 f,No. 60 Thinner); 2.35 Ibs/gal sollds V69F Unthfnned: 2.00 lbs/gal solids '1�� 3•5% (klo. 4 T�i�ec): 2.201bs/ga] solids �[fl�¶(�(��fR�ii 1,107 mil sq k/gal (27.2 mz/L at 25 microns). See APPLICATTON for coverage rates. t NUAIBEA OF COMPOkEN13 Two: Pan A(amine) and Part B(epo:ry) PAIXd61NG 5 gallon (189L) pails - Order in multiples oF 2. OO May 14, 2010 by Tnemec (o., IIIG �bllshed technical data and inswcuons are su6ject m change wlthout noUce. The onllne catalog ac wmv.memecmm Pp9e � Of 2 shewld be �eCemnmd For t}�e mos[ cuerent mchnical dau and inswctions or you may con[ac[ your Tnemec representat(vc for curtrnt technical data �nd inst�uctions. � Curing time varies with surface temperature, air movement, humidlry and film thickness. N6qF UnfLinned: 2.30 Ibs/gallon (2S0 grams/litre) TLinned 1096 �To. 41�Innc): 2J5 Ibs/gallon (330 grams/litre) Thlaned 1096 (No. 60 ihinnec); 2J6 !bs/gallon C331 grams/litre) PRODUQ DATA SHEET H!-�UlLD EPDXO�.INE !I � N69F or V69F NETW96Hf PER6ALl.ON SfORA6EiB�iPFAANRE 'IFAIP9lANAE R615TAN� s�a�u� HASH POINi-SETA HfALiH � SAFEIY (OY9G6E RA1B MIXIN6 THIqNIN6 ror u� aeeuunoN �uwr�r SURFA�IFAIP9NNRE aFAl1UP N69F: 13.34 t 0.25 Ibs (6.10 t 11 kg� (mLxec� V69F: 13.90 t 0.25 Ibs (6.31 t 11 kg) (nuwced) t ,biinimum 20°F (-7°C) �iaacimum 110°F (43°C) (Dry) Continuous 250°F (121°C) Intermi[rent 275°F (135°C) Yart A: 24 months; Part B: 12 months at recoromended storagc temperature. N69F R� V69F PaR A: 82°F (28°C) N69F Pan B: 93°F (34°C) V69F Par[ B: 86°F (30°C) Paint producrs contain chemical ingredients which are considered hazardous. Read container label �varning and hlaterial Safety Data Sheet for impottant heal[h and safery infoimation prior to the use oF this product. %eep out of the reach of childcen. Dense Concrete � Ma.qo�ncy: From 100 ro 150 sq ft (9.3 to 13.9 m=) per gallon. CMU: From 75 to 100 sq f[ (7A to 9.3 mz) per gallon. (1) Notc for Steel: Roller or brush applica[ion requires nvo or more coats to oUtain recommended film [hickness. Also, Series N69F ran be spray applied to an optional high-6uild film chickness range of SA to 10.0 dry mils (205 to 255 dry miaons) or 115 to 14.5 n�et mils (209 ro 370 wet microns). Allow for overspray and surFace irregularities. Film thickness is rounded to the nearest 0.5 mIl or 5 microns. Application oF coatlng below minimum or above maximum rcconunended dry film thicknesses may adversely affect coacing performance. t 1. Start with equal amounrs of both Parts A cec B. 2. Using a power mLrer, separately s¢r Pares A Rc B. 3. Add Yart A[o Part B under agitation, stir un[il thoroughly mixed. 4. Both components should be above 50°F (10°C) prior [o mL�cing. For application ro surfaces bem�een 35°F to 50°F (2°C [0 10°C), allocv mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, blended componencs should be above 60°F (16°C). Use No. 4 or No. 60 7'I�imier. For air spray, thin up to 10% or 3/4 pint C380 m1.) per gallon. For airless sprey, roller or 6rush, tl�in up to 5% or 1/4 pin[ (190 mL) per gallon. Note: \Ghen using Series V69F, a maximum oF 35°� of No. 4 Thinner may be used to comply mith VOC regulacions. 8 hwrs at 35°F (2°C) 4 hours at 77°F (25°C) 1 hour at 100°F (38°C) Air Svrav • Gun lleVilbiss JGA Fhild Tip � Air Cap �!ilr Iiose ID � Mat7 Aoee ID I 5/16" or 3/S" I 3/8" or 1/2' E 765 or 704 ��.� or 9.5 mm) <9•> or 1z.7 6ow temperatures or longer hoses require higher pot pressure. Airless Spray • Tip Orffice O.D15"-0.019^ Pscssate MaYl Hose ID 00 psi 1/4" or 3/8" � I P�� 75-100 psi I 10-20 pSi (>.2-6.9 bar) (0.7-1.4 bar) Mauifold Fitter 60 mesh Use appropriate flp/atomizing pressure for equipment, applicator technique and weather condiuons. • Spray application of first coa[ on CMU should be followed by backrolling. Note: Application over inorganic zinc-rich primers: Apply a wet mist coat and allow tiny bubbles to form. Wlten bubbles disappear in 1 to 2 minutes, apply a full we[ coat at specffied mil chickness. Roller: Use 3/8" or 1/2" (9.5 mm or 12.7 mm) synthetic woven nap rollcr cover. tise longcr nap to obtain penevation on rough or porous surfaces. Btvsh: Recommended for small areas only. Use high quality natura] or synthetic brisde brushes. Mirumum 35°F (2°C) �laxinwm 135°F (57°C) The surface should be dry and at least 5°F (3°C) above the dew point. Coatl�g will no[ cure below minimum surface temperature. Flush and dean all eq�ipment immediately aRer use �vith the recommended chinner or i�LEK. t Values may vary with eolor. WARRAN[Y C CiMTI'AT70N OF SELLER'S IIABIIITY: Tnemec Company, Inc. wartants only that i6 coatings represented hereln mee[ ehe Co[mulsUon standads of Tnemec Company, Inc. THE \YARRAYCY DESC[tIBED I� TFff ABOVE PARAGRAPH SFIAI.0 BE TV LIEU OF Ai`7Y OTHER WARRANIY, EXPRESSED OR L�4PIIED, INCLUDLNG Bl7C VOT llh1[TED TO, A��'Y IhIl'LIED WARHA:V'[Y OF MERCHANCABQI7l' OR F1N£SS FOR A P.IRTICULIR P[iEtPOSE. "fHERE .4RE \O WARRANRES THAT EhTE`ID BEYOND THE ➢ESCRIPTION ON THE FACE HEREOF. The buye�s sole and exdusive remecly against Tnemec Company, ilx. shall be for rcplacemrnt oF the product In the event a defective condition oF tht produa should be found to exist and the exduslve mmedy shall no[ have failed irs essentlal purpose as long as Tnemec is willing to pcovfde mmparable replacement product to the 6uyer. NO 07HER REhfEDY ([YCLUDING, BUI' NOT LU{LIED�TO, LYCIDE�TAL UR CONSEQUEM7A1 DMf�\GFS FOR LOST PROF7TS, LOST SALES, LVJURY TO PEBSON OR PROPERTY, EWIROND7EMAL INJURIFS OR ANY OTHER NCIDEM.IL OR CONSEQUENCIAL LOSS) SHALL BE nvAIIABLE TO THE BU1'ER Technic�l and applicacion Informaflon hemin is provided for the purpase of esdbltshtng a grner.�l profile of the coatlng and pmper ma[ing applkatlon pmcedures. Test perCormance resu16 �vere ob[ained ln a controlled environmen[ and Tnemec Company makes no daim ehat ehese tests or any other tests, accuntely reoresent all env"vonments. As aoolication. environnental and dest¢n facrors can vary sienificandv. due c3re should 6e eserdsed in the sekction and use oF �he coatln¢. OO May 14, 2010 by Tnemec Co., Inc. PDSN69F Page 2 of 2 IVlaterial Safety Data �heet Preparation Date: 04-Jan-2010 Revision Date: 29-Dec-2009 Revision Number: 0 _ 1. PROD�lCT AidD COMPANV IDEW'TIFBCATYOM Product Code Trade Name Contact Manufacturer Emergency Telephone Number N69F-WHITE HB EPDXOLINEII FC WHITE Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. FIA,ZA�2DS IDENTIFBCAiIOP! GER! tme FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. CAUSES SKIN AND EYE BURNS. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Causes burns. Causes burns. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medlcal Conditions Central nervous system. Gastrointestinal tract. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additional Ecological information Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin Page 1 / 8 N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 3. COMPOSITION/IPIFORMATIOId OP! IPBGREDIENTS Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. O>rygen or artificial respiration if needed. 5. I�I�tIE-�IGF-�YIit9G MEASlD92E� Flammable Properties Suitable Extinguishing Media Fiammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Aldehydes. Specific Haza�ds Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heaUsparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEMTAL EZELEASE MEASIDRES Personal Precautions Environmental Precautions Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. Page 2/8 4. �9�2ST AID MEAS�1EtES N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 Methods for Cleaning Up If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Other Information Not applicable 7. HAfdDLIPIG APlD STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety, data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSl9RE COPlTROLS / PERSOPIAL P6tOi'EC'i'IOfV Exposure Guidelines Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective ciothing, Apron, Impervious gloves Goggles. If splashes are likely to occur, wear face-shield. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Foilow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PFiYSIG/o►i. AMD C!-9EMICAL PROPERTIES Flash Point Boiling Point/Range 26°C / 78.0°F 116 - 142°C / 241.0 - 288.0°F Page 3 / 8 • , _. _ _:.... . N69F-WHITE - HB EPDXOLINEII FC WHITE F2evision Date: 29-Dec-2009 9. PFIYSICAL AIdD CHEMICAL PROPERTIES Upper Exposure Limits No information available Lower Exposure Limits No information available Evaporation Rate No information available Vapour Pressure No information available . Vapour Density No information available Specific Gravity 1.80962 Density 15.05875 VOC Content (Ibslgal) 2.483 °/a Volatile by Weight 16.4910 % Volatile by Volume 34.7047 10. ST�►BBL9'TY AMD REACTIVITY Chemical stability Stable. Conditions to Avoid Heat, flames and sparks. Epoxy constituents. incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Cleaning solutions such Reactions as Chromerge and Aqua Regia. None under normal processing 11. TOX9COLOGlCAl. 9I�9FORMATIOF� Acute Toxicity Component information Irritation No information available Corrosivity No information available Sensitization No information available Chronic Toxicity Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available Teratogenicity No information available Page 4 / 8 N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 Target Organ Effects Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin. Endocrine Disruptor Information No information available 'i2..ECOLOGICAL IMFOItMATIOId Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea TALC (RESPIRABLE DUST) LC50> 100 g/L Brachydanio rerio 96 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mg/L 24 h EC50 = 3.82 mg/L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mg/L Oncorhynchus mykiss 96 h LC50= 16.1 mg/L Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h BENZYL ALCOHOL EC50 = 35 mg/L 3 h LC50= 460 mglL Pimephales EC50 = 63.7 mg/L 5 min EC50 EC50 = 23 mg/L 48 h promelas 96 h LC50= 10 mg/L = 63.7 mg/L 15 min EC50 = Lepomis macrochirus 96 h 71.4 mg/L 30 min EC50 = 50 m !L 5 min N-BUTANOL (SKIN) EC50 > 500 mg/L 96 h EC50 > LC50= 1510 mg/L Pimephales EC50 = 2041.4 mg/L 5 min EC50 = 1983 mg/L 48 h 500 mg/L 72 h promelas 96 h LC50= 1740 EC50 = 2186 mglL 30 min mg/L Pimephales promelas 96 EC50 = 4400 mg/L 17 h EC50 h LC50= 1200 mg/L Leuciscus = 3980 mg/L 24 h ' s9 ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mglL EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mg/L 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mg/L Pimephales promelas 96 h LC50= 150.0 mg/L Lepomis macrochirus 96 h LC50= 4.2 mg/L Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mg/L Poecilia reticulata 96 h ISOPHORONE DIAMINE EC50 = 37 mg/L 72 h LC50= 110 mg/L Leuciscus EC50 = 42 mg/L 24 h idus 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h 13. DISPOSAL COFISIDERATIOPIS Waste Disposal Methods Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposai 14. 'Y'RAIdSPORT INFORIVIATIOP�9 DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 Page 5 ! 8 N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 15. REGULATORY 111�FORMATIOid International Inventories TSCA DSLINDSL EINECSIELINCS CHINA ENCS KECL PICCS AICS Complies Complies Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Clean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE ETHYLBENZENE U.S. Federal Req_ulations SARA 313 SARA 3111312 Hazardous Categorization Chronic Health Hazard Acute Health Hazard Fire Hazard Sudden Release of Pressure Hazard Reactive Hazard Component � CWA - Reportable CERCLA U.S. State Regulations No Yes Yes No No CWA - Toxic Pollutants � CWA - Priority Pollutants �CWA - Hazardous S California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-Na California Pro . 65 ETHYL BENZENE 100-41-4 Carcin en Page 6/8 N69F-WHITE - HB EPDXOLINEII FC WHITE State Right-to-Know Revision Date: 29-Dec-2009 Com onent Massachusetts New Jerse Penns Ivania lllinois Rhode Island BARIUM SULFATE (TOTAL X X X X DUST TALC RESPIRABLE DUST X X X X TITANIUM DIOXIDE (TOTAL X X X X DUST XYLENE -- X X X X X BENZYLALCOHOL X X N-BUTANOI SKIN X X X X ETHYLBENZENE X X X X X ISOPHORONE DIAMINE X AMORPHOUS SILICA X X ALUMINUM OXIDES X X X X Other International Requlations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class 62 Flammable liquid D2A Very toxic materials E Corrosive material � � t � �� _ `— � Legend NPRI - National Pollutant Release inventory 16. OYBiER INlF06iM�►7'90W Revision Date: Revision Summary HM15 29-Dec-2009 No information available Health 0 Flammability 0 Reactivity 1 Disciaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. � To the best of our k�owfedge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 7 / 8 N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 Page 8/8 lVda#erial �afety Data �heet Preparation Date: 04-Jan-2010 Revision Date: 29-Dec-2009 Revision Number: 0 'B. PRODUCT �►fVD COMPAiVY IDENTIFICATIOM Product Code Trade Name Contact Manufacturer Emergency Telephone Number N-69-0069B H-B EPDXOLINE II CONVERTER Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. F6AZARDS IDE�lTIEiCAT10P1 E R! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Moderately irritating to the eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicologicai information. Aggravated Medical Conditions Central nervous system. Gastrointestinal tract. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additional Ecological information Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Respiratory system, Skin Page 1 / 7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 3. COMPOSITION/INFORMATIOtd Ot� IPIGREDIENTS Hazardous Com onents Com onent CAS-No Weight % ALC RESFIRABLE DUST 14807-96-6 30 - 60 BISPHENOL A TYPE EPDXY RESIN 10 - 30 BISPHENOL A TYPE EPDXY RESIN 67924-34-9 10 - 30 BARIUM SULFATE TOTAL DUST 7727-43-7 5- 10 YLENE 1330-20-7 6.3104 METHYL ISOBUTYL KETONE 108-10-1 � 3.9209 ROMATIC HYDROCARBON MIXTURE 64742-95-6 3.2324 1 2 4=TRIMETHYLBENZENE 95-63-6 2.3993 1 3 5-TRIMETHYLBENZENE 10&67-8 0.5998 ETHYL BENZENE ioaa�-4 o.36sa 4. FIRST AID MEASt11tES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swailowed, do not induce vomiting. Get medicai attention immediately. Move to fresh air. O�rygen or artificial respiration if needed. 5. FIRE-�IG9iT11dG MEASURES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Aldehydes. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire andlor explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heat/sparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Soivent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. - 6. ACCIDEid1'A!. 92ELEASE IViEASlD92ES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in• accordance with local, state and federal regulations. Not applicable Page 2/7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 7. HANDLIf�G AMD STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSl1RE CONTROLS / PERSOidAL PROTEC°TIORI Exposure Guidelines Com onent ACGIH TLV OSHA PEL uebec TWAEV Ontario TWAEV Mexico OEL TWA TALC RESPIRABLE DUST TWA: 2 m/m' TWA: 2 m!m; TWA: 3 m/m3 TWA: 2 m/m� TWA: 2 m/m' BARIUM SULFATE (TOTAL TWA: 10 mg/m' TWA: WA: 5 mg/m' TWA: 10 TWA: 10 ppm TWA: 5 TWA: 10 mg/m' TWA: 0.5 mg/m' DUST 0.5 m/m' m/m' TWA: 15 m/m' m TWA: 0.5 m!m' XYLENE TWA: 100 ppm STEL: TWA: 435 mglm' TWA: TWA: 434 mg/m' TWA: TWA: 100 ppm TWA: TWA: 435 mg/m' TWA: 150 ppm 100 ppm STEL: 150 100 ppm STEL: 150 435 mg/m3 STEL: 150 100 ppm STEL: 150 __ ___.. _ ...__ _._ - -- - ._.. .._. _ - m STEL: 655 m 7m' _-m S7EL` 651 m-]m' _ m STEL: 650 m/m - -m STEC' 655-m /m METHYL ISOBUTYL TWA: 50 ppm STEL: 75 TWA: 205 mg/m' TWA: TWA: 205 mg/m' TWA: TWA: 205 mg/m' TWA: TWA: 50 ppm TWA: KETONE ppm 50 ppm STEL: 300 50 ppm STEL: 307 50 ppm STEL: 75 ppm 205 mg/m' STEL: 307 mg/m' STEL: 75 ppm mg/m' STEL: 75 ppm mg/m' STEL: 75 ppm TWA: 100 ppm TWA: 410 m /m' 1,2,4-TRIMETHYLBENZENE TWA: 25 ppm TWA: 25 ppm TWA: TWA: 25 ppm TWA: TWA: 125 mg/m' TWA: 123 mg/m' 123 mglm' 25 ppm STEL: 170 m /m' STEL: 35 m 1,3,5-TRIMETHYLBENZENE TWA: 25 ppm TWA: 25 ppm TWA: TWA: 25 ppm TWA: TWA: 125 mg/m' TWA: 123 mg/m' 123 mg/m' 25 ppm STEL: 170 m /m' STEL: 35 m ETHYL BENZENE TWA: 100 ppm STEL: TWA: 435 mg/m' TWA: TWA: 434 mg/m' TWA: TWA: 100 ppm TWA: TWA: 100 ppm TWA: 125 ppm 100 ppm STEL: 545 100 ppm STEL: 125 435 mg/m' STEL: 125 435 mglm' STEL: 125 m/m' STEL: 125 m m STEL: 543 m/m' m STEL: 540 m/m' m STEL: 545 m/m' Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hyglene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves If splashes are likely to occur, wear Goggles. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. • Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PHYSICAL �►111D CHEMiCAL PROPERTIES Flash Point Boiling PoinURange Upper Exposure Limits Lower Exposure Limits 27°C / 80.0°F 114 - 142°C / 237.0 - 288.0°F No information available No information available Page 3/7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 _ 9. PHYSICAL Ai�ID CHEMICAL PROPERTIES Evaporation Rate No information available Vapour Pressure No information available Vapour Density No information available Specific Gravity 1.45040 Density 12.06953 VOC Content (Ibslgal) 2.119 % Volatile by Weight 17.5600 % Volatile by Volume 29.8580 10. STABILITY AND REACTiVITY Chemical stability Stable. Conditions to Avoid Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Amines. Reactions Heat, flames and sparks. Amines. None under normal processing 11. 'TOX9COLOGiCAL IPI�ORiViAYiON! Acute Toxicity Component Information Irritation Corrosivity Sensitization Chronic Toxicity Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Component on No information available No information available No information available No information available No information available No information available No information availabie Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Respiratory system, Skin. No information available Endocrine Disrupters EU - Endocrine Disruptors - apan - Endocrine Disruptor Page 4/7 �R N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009' 12. ECOLOGICAL INFORMATIOPI Ecotoxicity Com onent Freshwater AI ae Freshwater F(sh Microtox Water Flea TALC (RESP(RABLE DUST) LC50> 100 g/L Brachydanio --- rerio 96 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mg/L 24 h EC50 = 3.82 mg/L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mg/L Oncorhynchus mykiss 36 h LC50= 16.1 mg/L Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h METHYL ISOBUTYL EC50 = 400 mglL 96 h LC50= 505 mg/L Pimephales EC50 = 79.6 mg/L 5 min EC50 = 4280.0 mg/L 24 h KETONE romelas 96 h EC50 = 170 m/L 48 h ROMATIC HYDROCARBON LC50= 9.22 mg/L EC50 = 6.14 mglL 48 h MIXTURE Onconc �hus m kiss 96 h 1,2,4-TRIMETHYIBENZENE LC50= 7.72 mg/L Pimephales EC50 = 6.14 mg/L 48 h romelas 96 h 1,3,5-TRIMETHYLBENZENE LC50= 7.72 mg/L Pimephales EC50 = 50 mg/L 24 h promelas 96 h LC50= 3.48 mglL Pimephales promelas 96 h ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mg/L EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mg/L 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mglL Pimephales promelas 96 h LC50= 150.0 mglL Lepomis macrochirus 96 h LC50= 4.2 mg/L Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mg/L Poecilia reticulata 96 h 73. D9SPOSAL CONS9DE13A7'lOPLS Waste Disposal Methods Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal 14. TRANSPOitT INFORMAYIOP�! DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 15. Y2EGULATOaiY INFORMAT901►� International Inventories TSCA Complies DSLJNDSL Compiies EINECSIELINCS Does not Compiy Page 5 / 7 � N-69-0069B - H-B EPDXOLINE II CONVERTER CHINA Does not Comply ENCS Does not Comply KECL Does not Comply PICCS Does not Comply AICS Does not Comply Ciean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE METHYLISOBUTYLKETONE ETHYLBENZENE U.S. Federal Regulations SARA 313 SARA 3111312 Hazardous Categorization Chronic Health Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Revision Date: 29-Dec-2009 Component CWA - Reportable CWA - Toxic Poilutants CWA - Priority Pollutants CWA - Hazardous Substances Quantities XYLENE 1001b X ETHYL BENZENE 1000 Ib X X X CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-No California Pro . 65 ETHYL BENZENE 100-41-4 Carcino en State Right-to-Know Page 6 / 7 � N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 XYLENE X X X X X METHYLISOBUTYL X X X X X KETONE 1 2 4-TRIMETHYLBENZENE X X X X X 1 3 5-TRIMETHYLBENZENE X X ( X X X ETHYLBENZENE X X X X X Other lnternational Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class B2 Flammable liquid D2A Very toxic materiais ,� T . Legend NPRI - National Pollutant Release Inventory '16. OTFlER IidFORMA'r10N! Revision Date: 29-Dec-2009 Revision Summary No information available HMIS Health 0 Flammability 0 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 7 / 7 0 j `. � _ s . J � �OhNST�tJ�T10N INC. ��e�imitt�i Tra,�isi»itta� � �e5por�se Sha�ed areas are for City of Renton use only Submittai Number: C�24 DATE: 02/15/2011 (Confracfor. each submitta! transmittal will have a consecutive number beginning with "1 ". Resubmittals wi+l be idenfifred wrth R1, R2, efc.) Note.� One form sha!! be filled out for each submiftal item. The only excepfion will Le if multiple items from the same supplier are submitted as a package for fhe same scheduted N�c�fc. Contract lVame: WESNIEW LI�T STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: WWP-27-3536 I�'_I_lt"Fr�il�1 The Contractor submits the following noted attachments to Owner's for review and response: 5ub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's i # if no bid # Response � i j ; I 1; i 0.02490 i Pre-Cast Concrete Vault __ _ ' )�1E ; - -- � ---i - - ---- --- -- ----- I ❑ Re-submittal uppiemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature � Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEP� MC = MAKE CORRECTIOPJS NOTED: No resubmittal required, but corrections noted are raquired SI = SUBMIT SPECir1ED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESU6MIT: Resubmi�ial required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for confortnarce with the general design concept of the Projeci and does not extend to corisideration of structural integrity, saiery, detailed compliance with Contract requirements and any other obligaticn of the Contractor. Any action shown is subject ro the requiremer,ts of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance wiih the construction Cortract. The review is undertaken solely to satisfy Owner's oGligations and dces not relieva Con!ractor from its obligation fully to perform all Contract requirements, nor shali such review give rise to any right of action or suit in favor of Contractor cr third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Camments and Sign-o�: # (key to Commen` ' ✓�;h ��,�� Printed �'ame & i itle ��..Lc'_L.� . _ � Oate �ee Attached Owner's Co:rrments ❑ S�: Mark-Uo of Sub�nitta� D�cc:��ar.s f] See otner Aiiachments � . �� /�Fu11�80' Opeh / � / �i � � L` � �T 1 ��ii '� ��/ � % �!�S�_ 1 �Y �� i�i�i��i�i�7'-�- : .L� / _.1,�.-i:�:i.-H-r,i.i-i-�. COVER �- -�-�-�-�-�-�-,. . --�T!i ~�T�iS;��+;s;l�i;Si1;l�!- _�_�_�_i_i_�_i_�_�_i_�_� i_ No. s7s-TL-a-332P �` _ -+�-�-�-�-�_�_,_,_�_ ,_,. �-�-�-�-�-+-�-�-�- -�-�- t-��-�-, . _,-,. d,OGO Ibs ��7!' _ ;�: ' . _ . � ? �� ; . . 1. ��\�. ' j \�. , i { \\' `i � . ' I✓/ 7,-0 �. CEidT�R � No. 6T6-&ALW - � . � 0 3G0 Ibs -_\` � \�'k �-� 676-�,e4�� Rrcessed Lift Handle �'r-� . i'-3 t/2' i-�-�- i=�' � j / �. �;.:. j i�� •;.v'" � . ., .,. \/ �� / 7'-2.. i . 4,_�.. f �I. ' , � 'I � / /: 5�-6"' \��\; `'_ ., . . .- �T e �' . � \\\ �\ c / ��=� BASE � � � ! ! No. 676-BL �� \� �� i- ;� s,�oo ib5 � ' � .� �;� . i,��: ��-9,. OPTIONAL COVER SECTIOPd � 42" Die. Access �- _` . ' 1:, .',, ' . ROUND aCCE55 67b-TL-42C 4, 560 I bs N�n Skid Covers P.vu�laole !:;�¢ ��i FCH DH'fNLS. SFE REVERSE SIPE» _�` liems ShOxn Aro SuDJect To C�ange WR�aul NotF:e 15sue Date: )anuary 2606 20 s -o� � i �� r— � ' i'-3 i�z,. �'� ` �-' .-�� '\ !� / 6'-3" �199'-2t}O6 OlCtastle PretasL Inc. �] _ � _ � . CQNST�LMCTlON IMiC. Submittal Transmittal & Response Shaded areas are for City of Renton use only Submittal Number: 024a DATE: 03/15/2011 (Contractor. each su6mitta! transmittal will have a consecutive number beginning with "1" Resubmittals wil! be iden6fied with R1, R2, etc.) Note: One form shall be filled out for each submitta! item. The onJy exception wiU be ifmultiple items from fhe same supplierare submitted as a package forfhe same scheduled wo�c. Contract Name: WESTVIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No. : WWP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid # Response i � 1� 10.02490 Pre-Cast Concrete Vault Calculations ❑ Re-submitta Supplemental Submittal Submitted by. . AJ SMITH, Project Manager 425�93-1826 Signatu Printed Name & Title Phone # The Owner has re�iewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECfFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmitta! required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for confortnance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfadory performance of its entire work in strid accordance with the construction Contract. The review is undertaken sole(y to satisfy Owner's obligations and does not relieve Contraclor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to 1 Comment J�-la,.r �I�i.;� Printed Name & Title -� /�i6�i� � .3 -�'Z-- Date See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments �� . Oldcastle Precast� utility vauit Structural Desian Calculations Product: Valve Vault Customer, HD Fowler ProJect: Westview Lift Station Upgrade Renton, WA Designed By: Brian P. Juneman Reviewed By: S. C. Hiester, PE Da[e: March 10, 2011 t' .-:, • /!i �. � ` `��h �� l.tiiii ".� • �� .1;. �� t�� ,�:;�, 4�:,:. . � :� : `:�r:: �,:��:�.�• _ .. �;;'�„ �f. ��',�s� ,�, � i �'m+„«� 3'� VPP:, '��i:�if.� The design criteria in these calculations are Utiliry Vault Co. standards. It is the responsibility of the owner to verify that they meet or exceed specific project requirements. The design submitted is the property of and is used for the proprietary use of Utility Vault Co., Inc. only, and shall be used on product manufactured only by Utiliry Vault Co., Inc. Oldcastle Precast B 2011 _ ,^ . Page 2 of 9 Producf: Valve Vault �� OldCastle Precasf'� cusrom�: HD Fowler Ut�lity U3ult Project: Wesiview Liit Station Upgrade Date: March 10, 2011 By: Brian P. Juneman Oldcastle Precast � 2011 ... Materials: Concrete: 28 Day Compressive Strength f'c = 7,000 psi Rebar: ASTM A615 Grade 60 WWF: ASTM A185 Grade 65 Specifications: Destgn: ACI-318-05 Building Code Loads: ASTM C-890 "Minimum Structural Design Loading For Underground Precast Concrete Water And Wastewater Structures" HS-20 Wheel Load, 16,000 Ibs 30% impact Loading For Soil Cover Less Than 2'-0" 80 psf Live Load Surcharge Above 8'-0" Soil Depth Assumptions: 120 pcf Soil Densily 40 pcf e.f.p. Lateral Soil Pressure Above Watertable (assumes �=30°) . e.f.p= ('�so;�(Ka), Ka=1-sin(30)/1+sin (30)= .5/1.5= .333 e.f.p= (120)(.333)= 40 pcf 80 pcf e.f.p. Laterai Soii Pressure Below Watertable (assumes �=30°) e.f.p= (yso��-ywater��Ka)+ywaten Ka=1-Sln(30)/l+Sirl (30)= .5/1.5= .333 e.f.p- (120-62.4)(.333)+62.4= 19.2+62.4= 81.6 pcf use 80 pcf Top of Vault At Finished Grade Watertable 5'-0" Below Grade Page 3 of 9 Product: Valve Vault � ��S�C1St�e i��@CaSfp Customer: HD Fowler Util�ty VBult Project: Westview Lift Station Upgrade Date: March 10, 2011 By: Brian P. Juneman Oldcastle Precast O 2011 .�. Design Top case 1: design for top of slab at grade and HS-20 truck wheel loading span = 5.854 it loads: soil = (1.2)(0.120)(0.000) _ slab = (1.2)(0.150)(0.583) _ total = wheel = (1.3)(1.6)(16.000) _ design slab adjacent to blockout biockout width = 0.000 ksf soil cover= 0.000 ft 0.105 ksf slab thickness = 0.583 ft 0.105 ksf keyway height = 0.000 in rebar clearance = 0.750 in 33.280 kip rebar size = #6 bar 60 in slab = 1.396 ft tributary load width = 3.896 ft moment: distribute tributary dead load width of 3.896 ft over slab width of 1.396 ft w� d� _ (0.105)(3.896)/(1.396) = 0.293 ksf distribute wheel load over width of slab x width of wheel w„ u = (33.280)/(1.396)(0.833) = 28.611 ksf R�„di = (0.293)(5.854)/2 = 0.858 kip R�„ u= (28.611)(0.833)(2(2.510) + 0.833)/(2)(5.854) = 11.921 kip +M„ - (0.293)(5.854)2/8 + (11.921}(2.510 + (11.921)/(2)(28.611)) +M„ = 33.666 k-ft b= 12.000 in d= 5.875 in �= t.42 1n2 min Ag: flexure = (0.00418)(12.00Q)(5.875) = AS = p.2g in2 temp = (0.0018)(12.000)(7.000) = As = 0.15 �n2 2.510' 0.833' 2.510' � 28.611 0.293 ksf span = 5.854' loading for moment A9 max = 2.17 in2 use AS = 1.42 ��2 Page 4 ot 9 ti Product: Valve Vault �� ttiCaS��@ PrecasfA Customer HD Fowler Ut�l�ty Vault ProjecL Westvlew Lift Station Upgrade Date• March 10 2011 By: Brian P. Juneman Oldcastle Precast O 2011 .., shear: y�� d� = 0.105 kSf distribute wheel load over E x width of wheel E_ w„ u = (33.280)/(3.333)(0.833) _ 3.333 ft 11.981 ksf shear will be taken at x= R�„ d� _ (0.105)((5.854/2) - 0.708) _ R�„ n = (11.981)(0.833)(2(4.313) + 0.833)/(2)(5.854) _ V„x = 0.233 + 8.065 = M„x = (0.105)(0.708)(5.854 - 0.708)/2 + (8.065)(0.708) _ 0.708 it 0.233 kip 8.065 kip 8.298 kip 5.904 k-ft tor shear, use d= 5.875 in use Ag = 1.42 (n2 (required) �V� _ (0.75)(12.000)(5.875)[(1.9)(�7000) + (2500)(Q.020)(0.688)]/1000 �V� = 10.234 kip > 8.298 kip 0.833' 4.313' 11.981 � 0.105 ksf span = 5.854' loading for shear AS/bd = 0.020 V„d/M„ = 0.688 Page 5 of 9 Product: Valve Vault �� Ooi�CaStle PC@CaSta� Customer: HD Fowler Utif�ty Vault Pro%ect Westview Lift Station Upgrade Date: March 10, 2011 By: Brian P. Juneman Oldcastle Precast � 2011 .., Design Wall case 1: design for top of vault at grade and HS-20 truck wheei loading 0.023 ksf 0.053 ksf a, `n �o L u � � � � f0 O a� > � Y O � 0 0 fV '�i' ui � soil cover = top thickness = too waii: wall height = wall thickness = center wall: wall height = wall thickness = rebar clearance = rebar size = base wall: wali height = wall thickness = " average wall thickness 0.000 ft 0.583 ft 0.268 ksf / 0.326 ksf � � 0.373 ksf cenier wall span = 4.542 ft loads: wu u„e = (1.6)(0.080) _ wu unit = (1.6)(0.053) _ 'Nu mcr = (1.6)(0.215) _ 0.128 ksf 0.085 ksf 0.344 ksf m om ent: R�„ irye = (0.128)(4.542)/2 0.291 kip Rtu unit = (0.085)(4.542)/2 = 0.193 kip Rtu �ncr = (0.344)(4.542)/6 = 0.260 kip +M„ _ (0.128)(4.542)z/8 + (0.085)(4.542)2/8 + (0.1283)(0.344)(4.542)2/2 +M„ = 1.004 k-ft b= 12.000 in d= 3.563 in Ag = 0.06 in2 min A5: flexure = (1.33)(0.06) = AS = 0.08 in2 femp = (0.0018)(12.000)(4.500) = AS = 0.10 inZ 0.729 ft 0.406 ft` 4.542 ft 0.375 ft 0.750 in #3 bar 0.729 ft 0.406 ft* live load on wall = 4.542 ft �� 0344 ksf 0.085 ksf 0.128 ksf span = 4.542' loading for moment and shear AS max = 1.32 in2 use AS = 0.10 ��Z Page 6 of 9 Product: Valve Vault �� OldCastte Precasf" Customer: HD Fowler Utility VBuft Pro ect: Westview Lift Station U rade 1 P9 Date: March 10 2011 By: Brian P. Juneman Oldcastle Precast O 2011 ifS shear: R�„ ��i = 0.291 + 0.193 +0.260 = 0.744 kip R2„ iNe = (0.128)(4.542)!2 0.291 kip R2u una = (0.085)(4.542)/2 = 0.193 kip R2u �ncr = (0.344)(4.542)/3 = 0.521 klp Rzu tom� = 0.291 + 0.193 +0.521 = 1.004 kip �V� _ (0.75}(2)(�7000)(12.000)(3.563)/1000 = 5.365 kip > 1.004 kip design slab between blockouts slab = iributary load width = +M„ _ (2.000)(1.004) _ b= 12.000 in d= 3.563 in design slab adjacent to blockouts slab = tributary load width = +M„ _ (1.250)(1.004) _ b=.12.000 in d= 3.563 in top a�d base walls As = A$ _ 1.500 ft 2.000 ft 2.008 k-ft 0.13 ��Z 1.000 ft 1.250 ft 1.255 k-ft 0.08 in2 AS max = 1.32 inz AS max = 1.32 inz since the geomelry of both walls is the same, base the design of walls on the worst loading case span = 5.875 ft (span A) span = 7.375 ft (span B) distribution factors: short = (I/5.875)/((I/5.875) + (I/7.375)) _ long = (I/5.875)/((1/5.875) + (I/7.375)) _ 0.557 0.443 Page7of9 Product: Valve Vault � ��aSt�� Precast'� Customer. HD Fowler � Uti�lty Vault Pro ecL Westview Lift Station U rade 1 P9 Date: March 10 2011 By: Brian P. Juneman Oldcastle Precast � 2011 ... loads: top wall soil loading and reaction from center section w„ 1Ne = (1.6)(0.080) = 0.128 ksf live Ioad on slab = 0.729 ft w� ��ff = !� .$)(o.000) = o.000 kst Wu incr = (1.6)(0.053) = 0.085 ksf reaction from center section = 0.744 kip w� �o�� _ (0.128)(0.729) + (0.000)(1.312) + (0.085)(1.312)/2 + (0.744) w„ ca�i = 0.893 ksf base wall soil loading and reaction from center section w„ iNe = (1.6)(0.080) _ Wu unu = (1.6�(0.268) _ wu incr = (1.6�(0.1 �J�� _ reaction from center section = 0.128 ksf 0.429 ksf 0.168 ksf 1.004 kip live load on slab = 0.729 ft Wu tote� _ (0.128){0.729) + (0.429)(1.312) + (0.168)(1.312)/2 + (1.004) W� �o� = 1.770 ksf � 1.770 ksf W. span A = 5.875' . span B = 7375' loading for moment and shear moment and shear: -M„ _ (1 _770)(5.875)2/12 = -M„ _ (1.770)(7.375)2/12 = -M„ _ b=15.750in d=3.125in min AS: flexure = (0.00418)(15.750)(3.125) _ temp = (0.0018)(15.750)(5.250) _ saan A: +M„ _ (1.770)(5.875)z/8 - 6.724 = 5.092 k-ft (span A) 8.024 k-ft (span B) 6.724 k-ft AS = 0.50 in' Ag = 0.21 inz Ae = 0.15 inZ 0.914 k-ft moment distribution: 0.557 0.443 -5.092 8.024 -1.632 -1.300 -6.724 6.724 AS max = 1.52 in2 use AS = 0.50 ��2 b= 15.750 in d=1.750 in AS = 0.12 �n2 Ag max = 0.85 in' Page 8 of 9 Producf: Valve Vault �� Olt�c�stle PrecasfR� cusramer: HD Fowler Utility Vau4t Project: Westview Lift Station Upgrade Date: March 10, 2011 By: Brian P. Juneman Oldcastle Precast � 2011 min AS: flexure = (0.00418)(15.750)(1.750) = AS = p,12 in2 temp = (0.4018)(15.750)(5.750) = A9 = 0.16 in2 use As = 0.16 in2 shear: shear will be taken at x= V„ _ (1.770)((5.875/2 - 0.333) _ �V� _ (0.75)(2)(�7000)(15.750)(3.125)/1000 = 0.333 ft 4.610 kip 6.177 kip > 4.610 kip s,�an B: +M„ _ (1.770)(7.375)2/8 - 6.724 = b=15.750in d=1.750in m in AS: flexure = (0.00418)(15.750)(1.750) _ temp = (0.0018)(15.750)(5.250) _ shear: shear will be taken at x= V„ _ (1.770)((7.375/2 - 0.333) _ �V� _ (0.75)(2)(�7000)(15.750)(3.125)/1000 = 5.312 k-ft A� = 0.79 ►�2 As = 0.12 in2 AS = 0.15 in� 0.333 ft 5.938 kip 6.177 kip > 5.938 kip A9 max = 0.85 in2 use As = p.7g inZ Page 9 of 9 Product: Valve Vault � � �� Idcastle Precasf� Customer. HD Fowler Util�ty Vault Projeci: Westview L'rft Station Upgrade Date: March 10, 2011 By: Brian P. Juneman Oldcastle Precast O 2011 tfY Design Base case 1: design for top of vault at grade and HS-20 truck wheel loading span = 5.938 ft loads: sofl = (1.2)(0.120)(0.000) = 0.000 ksf vault = (1.2)(15.0 - (7.750)(6.250)(0.583)(0.150))/(7.750){6.250) vault = 0.266 ksf `N� ai = 0.000 + 0.266 = 0.266 ksf wheei = (1.6)(16.000) = 25.600 kip distribute two wheel loads over width of E x width of vault E = 4.0 + (0.06)(5.938) = 4.356 ft w„ �� _ (2)(25.600)!(4.356)(6.250) = 1.881 ksf Wu cota� = 0.266 + 1.881 = 2.147 ksf m om ent: +M„ _ (2.147)(5.938)2/8 - b= 12.000 in d= 5.438 in min AS: fiexure =. (0.00418)(12.000)(5.438) _ temp = (0.0018)(12.000)(7.000) _ shear: V„ _ (2.147)(5.938)/2 = �V� _ (0.75)(2)(�7000)(12.000)(5.438)/1000 = design slab adjacent to sump slab = tributary load width - +M„ _ (2.000)(9.459) _ b= 12.000 in d= 5.438 in • soil cover = 0.000 ft slab thickness = 0.583 ft keyway height = 0.000 in rebar clearance = 1.250 in rebar size = #5 bar vault length = 7.750 ft vault width = 6.250 ft vault weight = 14.975 kips 2.147 ksf span = 5.938' loading for moment and shear 9.459 k-ft AS = 0.40 ��Z As = 0.27 ��Z AS = 0.15 in2 6.372 kip 8.189 kip > 6.372 kip As = 1.000 ft 2.000 ft 18.918 k-ft 0.83 ��2 As max = 2.01 in2 use A9 = 0.40 inZ AS max = 2.01 in2 r-s�S' o,E¢uL - r�r Y-9' OIFRJII - CFN7FP k B�SE FNl91m GPILC R . 1l9.12 v�uT nroa d . vzs: VIEW C �� n � �: � M'� u� t�nr ./ N[�ovne�F cw (�) x rov � z-roN � arreaon � � (�) M fEN1ER I I Y� WPE (ii AIC6 � m� a . xu.i: � m �� '� VIEW A Y� Pu'E awim a - vao II — SUIF GPAIE myy�-o A � � �a I I L—_J viEw s O! TOP �s� sxm � t.H.l t A6 LFMFA (SFE SIfEi 3 f �) e7e a�sc (5EE 91FFf SJ 1. CONfl67L 7H MT COIPIIESNE SIRNCIN 1'c . T�p py IYPE V CFYIXf 2 IF&IC /SfY A-615 CW/OE 60 1 4ESk ASIII MI63 1'JtME M 1. 06[il: /f�11!-OS HROIIC CdD[ S lddS: M9fN NS-10 1PUU( MIIEE4 P-16 1q ASTtl C-657 �OIUW SIRUCfIM�L OF9cN lddAG i0R WIC�GROIAO VMGSI CONCREfE UR11Y SIPUCNMS' 7lIZ WALT PoR 16S TNM Y-0' SdL CdFR SOl OE16fIY 110 pd 10 pH Ef.P. u1EPl1 S9h RtE4UpE lBWE MAIENGBIF 80 pcf Ef.P. U1WL SWL PItE55UVE BF1C11 WA7FAfIffiE ro pal Ilh 111� 91RpuRfE NO lNE IDM SUCINRGE PoR SqL CNF/t > C-0' IOV OF VN1LT AI F11�IIFD CA!➢E WAIWfABtE 5'-0' BELOM f081ED aRA7C (/6Sl�LLD) 4FtlFNL HOf6 1. NSiOICN M. YQ6Y NL VNAT fFANq6 00 ALL GQOUI�IG ! 6VMY Of V.YR7S� IIDS � SFAYS (U91G NON�SIp�O( � SIIPPI.T � 116fN1 Nl %PNG ! pFQIIY/L CBTAlL At1 WDDEi6 APRY I11 WR740R MID ORfltldt LMiN3 s�renc wvart iar. �.ms ro. Cfl11Q1: B,{50 16� a�• 4,700 M SUYP. iH IM IOfN: ISyW b �nr� PLAN VIEW (q s�a ior 'Li.� 1. 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USE "876 fl15E- SIFF1 NflY 2 COMOiE1E FY6k MT MV FWSX M1M if� ON16FAiD EOG6 PLAN VIEW urouf (4�vm �s ea�) 2 C0.0Uf S1Di 3E DETNL �� -Y.----- -�--- � VIEW A nµym �� r-s� � R1 DETAIL PLAN VIEW vu rt�r+rapcnurt (s�axr� �s aouRm) R' SIDI � � �� I� tro oF [ant GROUT SLOT DETAIL �� n/ R2 O M � � - — � � BILL OF MATERIALS � „ _ , � �a � .ro ��i,. — �.-- : s�, �. z-,�, � — ,^ � � Hy i.n�.n cohcAnc �x - scc n� i.as e� us�v+ !� % a' caeo VIEW 8 �.me> �[an Is z w' cimo ::::::::::::�I ::::::::::.::::::IC:::::::::::: �u�u uo�o i�u��w�oa�u�uuouu�u�u • � t�ldcastle Precast" ya�ve vau�r� em eise urour: r�roar�anr ocr�ua xFm+ewuvrs*�nw iw.ruoe RENfoµw HD FOWLER � xani m ne ew n�t 01aS09139Q-001 ,�a< 5 aF 6 PLAN VIEW sua aawwxccYCM Ivarm xs tw�[o) � � I Ir� _ - - - _ -� I I I � I� �I � � � � +'1�� rII C �1� �l� � I� �I � � � � I� �I � ��f �I I I� _ __ __ _� Uy'� i!7 M0.L f2) NLS PLAN VIEW ummrt is�aw As courtm) _' :c � i, e � i i � x SUMP GROUT KEYWAY DETAIL u�•. �rr wu (7l � SU�P LRqJ( [[VYAY IIE OETK ��r��r� �� 1��i�h��n��N �q�N=�� /v��1 �Y�/h�f�/u� N\ ��B�v��\�1HA�t�� W �Nl��BhNv��/h�� N�H1�q�N��h■ �/ � �� . ��: W2 DETAIL (Ij wx aaC 975 185 f. 15E 7670 fl6E' SiFII fONY i CGGJ�7E Cm6M MT RdT IWmI tIM 1(' GV1iFItEO EUA PLAN VIEW uwroacomrt (sa�H ns va�nml � .� Submittai Transmitfal & Response Shaded areas are for City oi Renton use only � �4htST�llCTMON IMC. Submittal Number: 025 DATE: 01 /24/201 i (Contracfor. each, submittal transmittal wi!! have a consecutive number beginning wifh "1 ". Resubmrttals will be identified with R1, R2, etc.) Note: One form shall be filled out for each submittal item. The only excaption will be if multiple items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES No. : WWP-27-3536 Contractor: ADVANCED CONSTRUCTION, INC. Fed Aid #: NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response ! Epoxy Bonding All Thread Rods In Concrete: ' 10.03055 Product Data for Epoxy Adhesives for Self-Contained Carfridge 1 ' 2.02 __,System_jSIMPSON SET-XPJ ----_--------- ------- �f � ----....-- 10.05120 -------------- 2; 2.03 All Thread Rods- Materials Fastenal j�.�� ❑ Re-submittal pplemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTI�NS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Noie: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to pertorm all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractcr or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: t of 2 ❑ 5ee Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments r � H a .y � a Q � 0 W t� �'�' _; � -; � � � ��,, ^I 34 ': .�..�i-�.t.rv��...��r��.i'��..'� ��.4-..ur:�-....., Z'�' '�- t':'.``�`� .:;:` . � ,_a 'a �-•_ -..� �: e:�d t�i2 �5.�:.. L� <. _4. . s_>, _ 1 . . .._a r_ _._.. _ . . _. SET-XP" is a 1:1 two component, high solids epoxy-based ancfioring adhesive formulated for optimum performance in both cracked and uncracked concrete. SET-XP" atlhesive has been rigorously tested in accordance with 1CC-ES AC308 and 2006 IBC requirements and has proven to offer increased reliability in the most adverse conditions, including performance in cracked concrete under static and seismic loading. SET-XP" adhesive is teal in color in order to be identified as a high-performance atlhesive for adverse conditions. Resin and hardener are dispensed and mixed simultaneously through the mixing noule. SET-XP'" adhesive exceeds the ASTM C881 specification for Type I and Type IV, Grade 3, Ciass C epoxy. �• When SET-XP" adhesive is usetl with the IXP'" anchor, all thread rod or rebar, the system can he used in tension and seismic zones where there is a risk of cracks occurring that pass through the anchor location. It is also suitable tor uncracked concrete conditions. �� ICC-ES ESR-2508; City of L.A. pending; Fioritla FL 11506.5 NSF/ANSI Standard 61 (216 in2/1000 gal). `! The load tables list values based upon resuits from the most recent testing and may not reflect those in current code reparts. Where code jurisdictions apply, consult the current reports for applicable load values. '''�' ' Surfaces to receive epoxy must be clean. The. base-material temperature must be 50° F or above at the time of installation. For best resuits, material should be 70-80° F at the time of application. Cartridges should not be immersed in water to facilitate 4varming. To warm cold material, the cartridges should be stored in a warm, uniformly-heated area or storage container for a sufficient time to allo�N epoxy to warm completely. Mixed material in nozzle can harden in 5-7 minutes at a temperature of 40° F or above. '� '�T' Seepages26-28 `�' � See pages 31-31 � 24 months from date of manufacture in unopened side-by-side carlridge. �'� �� For best results, store between 45-90° F. To store pariially used cartridges, leave hardened nozzle in place. To re-use, attach new nazzle. ��• Resin — white, hardener— black-green. When properly mixed, SET-XP adhesive �vill be a uniform teal color. � Uncured material — Wipe up with cotton cloths. If desired, scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions vvhen handling flammable solvents. Solvents may damage surfaces to which they are applietl. Cured Material — chip or grind off surface. 1� '�' ' Anchors instailed with SET-XP" Epoxy-Tie� adhesive have been tested in accordance �viih ICC-E5's Acceptance Criteria forPost-Installed Adhesive Anchors in Concrete flements (AC308) for the following: • Seismic and wind loading in cracked and uncracked concrete • Static tension and shear loading in cracked and uncracked concrete • Horizontal and overhead installations • Long-term creep at elevated-temperatures • Static loading at elevated-temperatures • Damp holes • Freeze-thaw conditions • Gritical and minimum etlge distance and spacing �� ii � Consistency ASTM C881 Passed, non-sag Glass transition temperature ASTM E1356 155°F Bond strength (moist cure) ASTM C882 3,7d2 psi at 2 days Water absorptlon ASTM D570 0.10% Compressive yieltl strength ASTM D695 14,830 psi Compressive modulus ASTM D695 644,000 psi Gel time ASTM C881 49 minutes Very good to excellent against distilled water, in-organic acids and alkalis. Fair to good against organic acids and aikalis, and many organic soivents. Poor against ketones. For more detailed information visit our website or contact Simpson Strong-Tie. _. e �mll �,.d �.�' _ _ YY,Q F � � � .. ��.,. 4 �,.' . .. _. . -.. - ... . � �� i � . r•��Y^'�� b"r .� Z'`a- ,�.� �"�, ��,3" » .�,�`i w,, ":�`-� ��_Y� �� r F� _ � -- �� -_..- -. �,,, �.,r,,.,., ANCBo ESlGNERz` :; — flaai �:- i�,, 1. Cartridge estimation guides are available on page 64. 2. Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is avallable on pages 87-92. . 3. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance vdith Simpson Strong-Tie instructions. Motlification or improper use of maing noule may impair epoxy pertormance. �' �� Anchoring adhesive shali be a tavo- component high-so(ids, epoxy-based system supplied in manufacturer's standard cartridge and dispensetl through a static-mixing nozzle supplied by the manufacturer. The adhesive anchor shall have been tested antl qualified for performance in cracked and uncracked concrete per ICC-ES AG308. Adhesive shall be SET-XP" Epoxy-Tie� adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for SET-XP Epoxy-Tie atlhesive. ; �' See pages 87-92 for information on mixing nozzles and other accessories. .� � �:�i;� � > � � 0 � � 0 � � 0 � � � � � s 0 Strong-Tie 'ANCHOR SYSTEMS � C6aracienslic. Sym6ol. �Unds ` Nommai�Anciior Oiameter (mcii / Rebar Size � .::, ; , : , . '/2/#4 5/e`�/:#5. .: 3/d/#6 ; ?/e/#7 ,1/_�i8:'. ° `` '=` . ._Sleei 5t�eni�lh in Tension,;',, � '` ,.:- ., � _ . � , ,. iVlinimum Tensile Stress Area Ase inz 0.142 0.226 0.334 0.462 0.606 Tension Resistance of Steel - ASTM A193, Grade 87 17,750 28,250 41,750 57,750 75,750 Threaded - ASTM A307, Grade C 8,235 13,110 19,370 26,795 35,150 Rod - Ty e 410 Stainless ASTM A193, Grade`:86 �sa �b `15,620 24,860 36,740 50,820 66,660 - Type 304 Stainless ASTM A193; Gratle:BB `#0,650 16,950 25,050 34,650 45,450 Strength Reduction Factor - Steel Failure - � OJ59 Minimum Tensile Stress Area Ase ``inz 0.20 0.31 0.44 0.60 0.79 Rebar Tension Resistance of Steel - Rebar ASTM Ao1'5;:Grade 60 Nsa:: ;=;Ib.:=:; ;�:.1,8,000 27,900 39,600 54,000 71,100 Strength Reduction Factor - Steel railure �� - 0.65' � ::°_Concrete;�Breakoui`Strength:inTensiori15 - - -. . .,.. ., . .. _ , ,_ Effectiveness Factor- Uncracketl Concrete k�ncr - 24 Effectiveness Factor- Cracked Concrete k�r - 17 Strength Reduction Factor- Breakout Failure � - 0.65" ; . ':• . ;` : ` : Bond strengih•in�Tensinn (2;500.psi <_ t'c 5 B;OOO psi),s . . : : •" - Temp. Range 1 Characteristic Bond Strengthe tk��c� psi 2,422 2,263 1,942 1,670 2,003 for Uncracked Minimum 2�/< 3�/a 3�/z 33�4 4 Concrete��d•5 Permitted Embedment Depth Range Maximum he� �� 10 12Yx 15 17�/z 20 Temp. Range 1 Characteristic Bond Strengthe•13•'" tkcr psi 1,040 718 1,003 619 968 for Cracked Minimum 4 5 6 7 S Concrete2,",5 Permitted Embedment Depth Range Maximum hef �� 10 12�h 15 17�/z 20 Temp. Range 2 Characteristic Bond Strength68 [kuncr si 1,250 1,170 1,005 860 1,035 for Uncracked Minimum 2�< � 3'/e 3�/� 3�'a 4 Concrete3.a,s Permitted Embetlment Depth Range Maximum he� �� 10 12�/ 15 17�h 20 Temp. Range 2 Characteristic Bond Strength6•e�'��'^ Tk�� si 537 371 518 320 500 for Cracked Minimum 4 5 6 7 8 Concrete3•4�5 Permitted Embedment Depth Range Maximum he� �� 10 12�h 15 17�h 20 , ,. Boni1'Sirengtli,in Tensian = Bond Slrengih Reductianfastois Inr'Cnntinuous'3peeial Ins ection'' Strength Reduction Factor - Dry Concrete d ci - 0.65t0 Strength Reduction Factor - Water-saturated Concrete �sat ci - �•4570 Additional Factor for Water-saturatetl Concrete' Ksai, ci - 0.57 ` ; Bood Strerigih�in Tension iBond`.3trengih Retliiction Fastors tor Periodic Speciai;lnspection ' '` ' � Strength Reduction Factor - Dry Concrete d; - 0.5510 Strength Reduction Factor-Water-saturated.Concrete sa�. i - 0.4510 Additional Factor for Water-saturated Concrete' Ksai, i - 0.48 1. The information presented in this table is to be used in conJunction with the tlesign cnteria of ICGES AC308, except as modified helo�v. See pages 18-19. 2. Temperature Range 1: Maxlmum short-term temperature of 110°E Maximum long-term temperature of 75°F. 3. Temperature Range 2: Maximum short-term temperature oi 150°F. Maximum long-term temperature ot 110°F. 4. Short-term concrete temperatures are those that occur over short intervals (diumal cycling). 5. Long-term concrete temperature are conslant temperatures over a significant time period. 6. For anchors that only resist wind or seismic loads, bond strengths may be increased by 72%. 7. In water-saturated concrete, muNiply r� and rkR by K�. 8. For anchors installed in overhead and su�jecfed to tension resulting from sustalned loading, multipry the value calculated for N, according to ICC-ES AC308 by 0.75. See page 18. 9. The value of � applies when ihe loatl combinations of ACI 318 Section 92 are used. If the laad combinations of ACI 318 Appendix C are used, refer to Section D4.5 to deiermine the appropriate value of �. 10.The value of ¢ applles when both the load combinations of ACI 318 Section 9.2 are used and the requiremerts of Section D4.4(c) far Condltion 8 are meL H the loatl combinations of ACI 378 Appendix C are used, refer [o Section D4.5 to determine ihe appropriate value of Q. 11. The value of � applies when hoth the load combinations of ACI 318 Seciion 9.2 are used and the requiremanis o( Section D4A(c) lar Condilion B are met If the load comtiinaiions of ACI 318 Section 9.2 are used and the requirements ot Section D4.4(c) for Condition A are met, reter to Sectlon D4.4 to determine the appropriate value of �. If the loatl combinations ot ACI 318 Appendix C are usetl, refer to Section D4.5 to tletermine the appropriate value of �. 1?. Sand-lightweight and ali-lightweight concrete are beyond the scope of thls table. 13. For anchors installed in regions assigned to�Selsmic Design Category C, D, E or F, the bond strength values for 7/B" anchors or'7 rebar anchors must be multlpiied hy aNu„ = 0.80. 14. For anchors installed in reglons assigned to Seismic Dasign Category C, �, E or F, the bond strength values for 1' anchors nr i8 rebar anchors musi be multiplied 6y ax��u = 0.92 15. The values of f'� used tor calculation purposes must not exceed 8,000 psi (55.1 MPa) for uncracked concrete. The value of f'� used Tor calculation purposes must not exceetl 2500 psi (172 MPa) for cracked concrete when calculating concrete breakoui strength In tenslon and pullout strength in tenslon. a � � a a �n y C�D y 35 SET-XP" Epoxy Anchor Installatian Intormation and Addiiianal Daia ior Threadetl Rad and Rebar in Normal-Weight Concrete' 1. The information presented in this tahle is to be used in conjuncilon v�ith the design criteria of ICC-ES AC308. See pages 18-19. 2. Minimum and maximum embedment depths are set so as to fit the {CGES AC308 design model. ��* 'See page 10 for an explanatlon SET-XP"' Epozy Tension Design Data tor Threaded Rnd antl Re6ar in Normal-Weight Concrete'�1z of the load tahle Icons � a .� � Q k 0 W ===�r��f �� f '.s� �l ��s==�k� �9-��:�.' .��i 1. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC308, except as modified 6elow. See pages 18-19. 2. The value of � applies when the load combinations oi ACI 318 Section 9.2 are used. If the load combinations of AC 318 Appendix C are used, r2fer to Seclion D4.5 to determine ihe approprlate value of �. 3. The value of � applies when both the load combinations of ACI 318 Section 9.2 are usetl and the requirements of Section D4.4(c) for Condition B are met. If the load contbinations of ACI 318 Section 9.2 are used and ihe requirements of Seciion �4.4(e) for Condition A are met, refer to Section D4.4 to determine the appropriate value of ¢. If Ihe load combinations oi ACI 31 B Appendix C are used, refer to Section D4.5 to tletermine the appropriate value of �. 4. The value of y applies v�hen both the load combinailons of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Contlition B are met. If the loatl combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of �. 5. Sand-lightweight and all-lightweight concrete are heyond the scope of this table. 6. The values ot V�, are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, V, must be multiplied by a„s�s for the correspontling �nchor material. 7. The va�ues of f'� usetl for calculation purposes must not exceetl B4O00 psi (55.1 MPa) for uncracked concrete. The value of f'� used for calculation purposes must not exceed 2500 psi (17.2 MPa) for cracked concrete when calculaiing concrete pryout strength in shear. 0 Strong�Tie `ANCHOR SYSTEMS Uj � Q\ /. > Q � 0 U H L� Z O ¢ ti y Z O N � Q ''� /' 36 ,� ��* 'See page 10 for an explanation SET-XP" Epoxy 5hear Design Data 1or Threaded Rod and Rebar in Normal-Weiglit Concrele'•5 � of the load table icons Pa e 1 of 2 Fastenal Product Standard REV-03 Date: November 29, 2010 �' TROD.SS Threaded Rod,18-8 Stainless Steel The information below lists the required dimensional, chemical and physical characteristics of the products in [his purchase order. ff the order received does not meet these requiremen[s, it may result in a supplier cortective action request, �vhich could jeopazdize your stams as an approvcd vendor. Unless othenvise specified, all referenced consensus standards mus[ be adhered to in their enciiety. � IIIIIIII�IIIIIIIIIIIIIi��INI0110lllllllllilll ' Diameter Nominal Size D (Major Diameter) Max. Min. 0-80 ' .0600 .0595 .0563 2-50" ' .0860 .0854 •.0813 4-40 ' .1120 .1112 .1061 5-40 ' .1250 .1242 .1191 6-32 ' .1380 .1372 .1312 8-32 .1640 .1631 .1571 10-24 ' .Y900 .1890 .1818 10-32 ' .1900 .1891 .1831 12-24 ' .2160 .2150 .2078 1/4-20 .2500 2489 .2367 1 /4-28 .2500 .2490 . 2392 5/16-18 3125 .3113 .2982 5/ 16-24 .3125 .3114 . 3006 3/8-16 .3 750 .3737 . 3595 3/8-24 .3 750 .3 739 . 3631 7/ 16-14 .4375 .4361 . 4206 7/16-20 .4375 .4362 . 4240 1 l2-13 .5000 .4985 . 4822 1/2-20 .5000 .4987 .4865 9�16-12 .5625 .5609 . 5437 9/ 16-18 .5625 .5611 . 5480 5/8-11 .6250 .6233 . 6051 5/8-18 .6250 .6236 . 6105 3/4-t 0 .7500 .7482 . T288 3/4-i 6 .7500 .7485 . T343 7/8-9 .8750 .8731 . 8523 7/5-14 .8750 .8734 . 8579 1-8 1.000 .9980 .9755 1-14 1.000 0.9984 0.9881 1 1/8-7 1.125 1.1228 1.0982 1 1/8-8 ' 1.125 1.1229 1.1079 1 1/8-12 1.125 1.1232 1.1118 1 1/4-7 1250 1.2478 12232 1 1/4-8 ' 1.250 1.2479 12329 1 1 l4-12 1.250 1.2482 1.2368 1 3/8-6 1.375 1.3726 1.3453 1 1/2-6 1.500 1.4976 1.4703 1 1/2-S ' 1.500 1.4978 1.4828 1 3/4-5 1.750 1.7473 1.7165 2�.5 2.000 1.9971 1.9641 ` Class 2A threads shall be used for sizes where 1A is not applicable Length Tolerance 3' +/- 1 /4" 6' - 12' +/- 1 /2" Length shall be measured form end to end Pa e 2 of 2 Fastenal Product Standard REV-03 Date: November 29, 2010 �' TROD.SS Specification Requirements: e Standard: ASI� B 13.31.3 � Material : iJNS 30400 Stainless Steel a Mechanical Properties: Tensile 75,000 psi minimum Yield 30,000 psi minimum � Thread requiremen[s: Roll threaded to ASME B1.1 IJ�iC, UivF UNS & 8ITN, Class lA. � Finish: ASTiVI A380. • Product Mazking: Marked with predetermined color on rod end. Vendor to supply color code with the N1TR and purchase order. o Material Test Reports: Must be available and have documented lot traceability, including Full chemical and mechanical figures, to the specification(s) above. Pa e 1 of 2 Fastenal Product Standard REV-02 Date: November 19, 2010 TROD31b Threaded Rod, 316 Stainless Steel The information below ]ists the required dimensional, chemical and physical chazacteristics of [he products in this purchase order. If the order received dces not meet these requirements, it may result in a supplier corrective action request, which could jeopardize your s[atus as an approved vendor. Unlcss o[herwise specified, all referenced consensus standazds must be adhered to in thc'u entirety. 1NIII�11118111�8111111�11III111i11N1�110111111111111 � Length Tolerance 3' +/- 1 /4" 6' - 12' +/- 1 /2" Length shall be measured form end to end Pa e 2 of 2 Fastenal Product Standard REV-02 Date: November 19, 2U10 �' 'IROD316 Specification Requirements: • Standard: � Material: � Mechanical Properties: • Thread Requirements: • Finish: • Product Marking: � Material Test Reports: ASME B 1831.3 LTNS S31600 Stainless Steel Tensile 75,000 psi minimum Yield 30,000 psi minimum Rolled threads to ASME B1.1 LNC, U�IF, U�TS & UN8 Class lA. ASTM A380 Mazked with predetermined color on rod end. Vendor to supply color code with the MTR and purchase order. Must be available and have documented lot traceability, including full chemical and mechanical figures, to the speciiication above. _ � . .. . iCOhFST�LJCTIOM IhiC. Submi#tal Transmi��al � Response Sbaded areas are far City of Renton usa.only Submittal Number: 026 DATE: 01/24/2011 (Contractor. each submitfa! fransmitfal will have a consecutive number beginning with "1 ", Resubmittals wil! be identified wifh R1, R2, efc.) Note: One form shall be fr(led out for each submiital item. The only exception will be if multiple items from the same supplier are submitted as a package for fhe same scheduled work. Contract Name: WESTVIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. �f �. �'Jl�t�l ��:��: Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response 10.03071 ;EPDXIES: _ 1__'_ 2_O1_A 2___'Sika Chemical Corp. Sikadur_35 Hi=Mod LV _ � '� -- ------- : iJC 2 2.01 � EpoxyGel_Sikadur3l Hi=Mod —�_—��_____ -- -, - 3 2.01 � E ox Bondin A ent; Sikadur 32 Hi-Mod u f � ❑ Re-submittal ❑ pplemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # The O�vner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required; but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Cont;actor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsibfe for confirming and correlating all dimensions; fabricating and consYruction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obiigation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittai rejected. Owner's Comments and Sign-off: 1 of 2 ❑ See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Otner Attachments Product Data Sheet Edition 11.12.2010 Identification no. 039003N Sikadur 31, Hi-Mod Gel ��d��° 3�, �o��iod Gel (1:1 nl6ix Ratio) High-modulus, high-strength, structural, epoxy pasfie adhesive �� Descriptlon Sikadur 31, Hi-Mod Gel, is a 2-component, 100% solids, solvent-free, moisture-tolerant, high-modulus, high- 1 :, -�; strength, structural epoxy paste adhesive. It conforms to the currentASTM C-881, Types I and IV, Grade-3, Class-B/C and AASHTO M-235 specifications. '� Where to Use o Structural bonding of concrete, masonry, metals, wood, etc. to a maximum glue line of % in. (3 mm). _' s Grout bolts, dowels, and pins. � ■ Seals cracks and around injection ports prior to pressure-injection grouting. � �t� : o Interior, vertical, and overhead repair of concrete as an epoxy mortar binder. � o As a pick-proof sealant around windows, doors, lock-ups etc. inside correctional faciliiies ;�; ,� : Advantages s Meets physical requlrements ofASTM G88� Types I, II 8 IV, Grade 3, Classes B& C. e Suitable for potable water contact, meeis NSF/ANSI Standard 61. = o Excellent adhesion to concrete, masonry, metals, wood, and most structural materials. `" n Paste consistency ideal for vertical and overhead repair of concrete. 0 Fast-setting and strengtl�producing adhesive. _ c Convenient easy mix ratio A:B = 1:1 by volume. � TypiCel Data (Material end curing conditions @ 73°F (23 C) and 30% R H) ' Shelf Cife 2 years in original, unopened. containers .`, Storage Conditions Store dry at 40 95°F (4° 35°C). Condition material.to 65°-85°F (18'=29°C) . ;'a :? ` befofe USing. ` Color Gray Mixing Ratio. Component'A' : Component B',=� 1`.1 by volume. Consistency Non-sag,paste _ ` Pot Life Approximately 60 minutes Q 73'F: (500 grem mass):` _ Tack-Free Time . 1.5 :- 2.5 hours aY30.mils thick .' : Tenstle Properties, (ASTM D-638) ' - r; 7'day �. Tensile Sirength ' 3,300.ps1 (22.7_MPa) . Elongation at Break . 0.9 %'. Flexural Properties (ASTM D-790) . ' ' : 7 day , Flexural Strength (Modulus of Rupture) ; 6,100'psi (42.0 MPa) ` ^ Tangent Modulus of ElasUclty in,Bending ,.1.67 X 108 psi (11,520 MFa); f; Shear Strength (ASTM D-732) _ 7.day ';Shear Strength . 4,600 psi (31.7 MPa) : Bond Strength (ASTM C-882) ` � ' Hardened Concrete to Hacdened Concrete 2 daY .. (dry cu�e) ..2,200 psi `(15.2 MPa) `. r: ' 2 day �(mo�st cure) . 2,400 psi (16.5 MPa), . '`14 day (moist cure) 2,900 psi (20.0 MPa) :. : Hardened.Concrete. to Sfeel: : _ _'� z 2 day (dry..cure) ._ ` 2,900 psi (20.0 MPa) , � _ Tenslle Bond Strength (Pull off Method,,Dyna, ASTM,C 1583-04) 2day 420 psi (2 9 MPa) ` z, _ , Heat DeflecUon Temperature (ASTM.D b48), .7 day (Fiber Stress Loading 264 psi) 135°F (57 C) ., � Water Absorptlon (ASTM_ D-570) . :. . 24 hour _ , 0.07% Compresslve strength (ASTM D=695) psi (MPa) 40.°F (4 C) :' ' 73 F.(23°C)" "' : : 90°F (32°C)* •" - 2 hour '.450 (3.1)-. 4 hour - ` 800 (5.5) 10,500 (72.4) � 8.hour -' . '8,500..(58 6) 12,200 (84.1) "` ' 16 hour. -. 700.(4.8), ': 10,500.(72.4) 13;000 (89.6) ; , ` � .: ,1,ilaY. . 6,000 (41.4) ' ` 13,000 (89 6) 15;D0,0..(103'4) 3 day 11,OOQ.(Z5.8) . ;14,000 (96 5) 16,000.(110 3) . - l day 12,900 (88 9) _ 15,000 (103 4) 16,000 (110 3) h r � . � ,14 tlay '. .13,500.(93:0) .` . ' 1b,400 (106 1) : ' , 16,000;(110 3) fi 28 day 14 000 (96.5) .. '. 16,000 (110 3) ,. 16 000 (110 3) 1 Compres,slve Modulus of Elasticlty (ASTM D-695) ` 7 day 7.95 X 105.psi `. (5,485 MPa) 4 ' Material cured and tested at temperatures indicated. � " See Limitaiions section for further in(ormation. Coverage 1 gal. yields 231 cu. in. (3,785 cm3) of epoxy paste adhesive. 1 gal. (3.8 L) mixed with 1 gal. (3.8 L) by loose volume of oven-dried aggregate yields approximately 346 cu. in. (5,670 cm') of epoxy mortar. Packaging 1 gal. and 3 gal. (11.4 L) units. How to Use Surface Preparation 5urface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes, and any other contaminanis. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and contaminant free, open textured surface by blastcleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blastcleaning. � Mlxing Pre-mix each component. Proportion 1 part Component'B' to 1 part Component'A by volume into a clean __ pail. Mix thoroughly for 3 minutes with Sika paddle on low-speed (400- 600 rpm) drill until uniform in color. `' Mix onty that quantity which can be used within its pot life. Prior to mixing, material should be conditioned to �' '� 65°-85°F (1 S°-29°C). To prepare an epoxy mortar, slowly add up to 1 part, by loose volume of an oven- 5'� :' dried aggregate, to 1 part of the mixed Sikadur 31, Hi-Mod Gel, and mix until uniform in consistency. �, Appllcation As a structural adhesive -Apply the neat mixed Sikadur 31, Hi-Mod Gel to the prepared substrates. Work into the substrate for positive adhesion. Secure the bonded unit firmly into place until ihe adhesive has �� cured. Glue line should not exceed �B-in. (3 mm). To seal cracks for injection grouting - Place the neat mixed material over the cracks to be pressure "� < injected and around each injection port. Allow sufficient time to set before pressure injeciing. `` � For interior vertical and overhead patching - Place the prepared mortar in void, working the material into �: the prepared substrate, filling the cavity. Strike off level. Lifts should noi exceed 1-in (25 mm). As a pick-proof sealant - Use automated or manual meihod. Apply an appropriate size bead of material y a around the area being sealed. Seal with neat Sikadur 31, Hi-Mod Gel. ; Limitations o THE NTSB HAS STATED THAT THIS PRODUCT IS APPROVED FOR SHORT TERM LOADS ONLY _ AND SHOULD NOT BE USED IN SUSTAINED TENSILE LOAD ADHESIVE ANCHORING APPLICA- - TIONS WHERE ADHESIVE FAILURE COULD RESULT IN A PUBLIC SAFETY RISK. CONSULTA DESIGN PROFESSIONAL PRIOR TO USE. � o Components of original 2:1 mix ratio formulation of Sikadur 31, Hi-Mod Gel cannot be Cross-mixed with ;;� , components of Sikadur 3�, Hi-Mod Gel (NEW 1:1 Mix Ratio) formulation. :�: � i' i; n Minimum substrate and ambient temperature 40°F (4°C). _ o Do not thin. Solvents will prevent proper cure. � o When preparing an epoxy mortar, use oven-dried aggregate only. z ' n Maximum epoxy mortar thickness is 1 in. (25 mm) per lift. - y� ■ Epoxy mortar is for interior use only. Material is a vapor barrier after cure. _ o Minimum age of concrele must be 21-28 days, depending upon curing and drying conditions, for mortar applications. o Porous substrates must be tested for moisiure-vapor transmission prior to mortar applications. o Not for sealing cracks under hydrostatic pressure. .; o Not an aesthetic product. Color may alter due to variations In lighting andlor UV exposure. WARNING Component'A' - IRRITANT, SENSITIZER. Contains epoxy resin, siiica, and calcium carbonate. Causes eye irritation. May cause skin/respiratory irritatlons. Prolonged and/or repeated contact wiih skin may cause , allergic reaction/sensitization. Harmful if swallowed. Deliberate concentrations of vapors for purposes of inhalation is harmful and can be fatal. Component 'B' - CORROSIVE, SENSITIZER, IRRITANT. Contains Amines, silica quariz (sand), and calcium carbonate. Contact with skin and eyes causes severe bums. Causes eye/skin/respiratory irtitation. Prolonged and/or repeated contact may cause allergic reaction/sensitization. Harmful if swallowed. Deliber- ate concentrations of vapors for purposes of i�halation is harmful and can be fatal. Cured material, if sanded, may resull in exposure to a chemical known to the State of California to cause cancer. First Aid Eyes - Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin � Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation - Remove person to fresh air. Ingestio� - Do noi induce vomiting. Contact a physician. In all cases, contact a physlclan Immediately if - symptoms persist. Handling & Storage Avoid direct contact with eyes and skin. Wear chemical resistant gloves/goggles/ciothing. Avoid breathing vapors. Use with adequate general and local exhaust ventilation. Use a properly fitied NIOSH approved respirator. Wash thoroughly after handling product. Remove coniaminated cloihing and launder before , reuse. Store product in a closed container in a cool, clry place. OO Avoid contact. Wear chemical resistant clothing/gloves/goggles. In absence of adequate ventilation, use a properfy fitted NIOSH respirator. Uncured material can be removed with solvent. Follow soivent manufactur- er's instructions for use and warnings. Cured materiai (when Component 'A combined with Component 'B') can only be removed mechanicaliy. In case of spill, ventilate area and contain spill. Collect with absorbent material. Dispose of in accordance with curreni, applicable local, state and federal regulations. KE'eP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INOUSTRIAL USE ONLY All information provided by Sika Corporation ('Sika') conceming Sika products, InGuding hut not lim(ted to, any recommendaUons and advice felating to the applicatlon and use of Sika products, Is given In good fa1N based on Stka's wrrent expenence and knowfetlge of its products when propedy stored, handled and applied under nortnal condiJons in 2ccordanca with Slka's InsVucUons. In practice, the differences in materials, sutstrates, storage aM handling condi- tlons, actual site conditions and other factors outside ot Sika's convol are such that Sika assumes no liability for the provislon of such infortnation, advice, recommendations orinsWctions related to its products, nor shall any legal relationship be created by or anse from lhe provision of such information, advice, recommendations or insWctions related to ils products. The user of the Sika product(s) must test Ihe product(s) tor suitability for the intended applicallon and purpose before proceetling with the tull epplicaUon of lhe product(s). Sika reserves the nght lo change fhe pmpeNes of its products without no6ce. All sales of Sika product(s) ere subject to its curtent tertns and condi6ons of sale which are available at wvnv.sikaco�.com or by calfing 800-933•7452. Prior to each use of any Sika product, the user must always read and (ollow tha wamings and Instructions on the producYs most curtent Technlcai Da[a Sheet, product label and Matedal Safety Data Sheel which are avallaEle online at�rnv_wsikaconstruction.com or 6y calling Slka's Technical ServiceDepartmenlat800-933-7452. NofhingcontainedinanySikamaterialsrelfevestheuseroftheobligationloreadandfollowthewamingsand instructlon for each Sika product as set forth in the current Technical Data Sh eet, product label and Ma[erial Safety Data 5heet prior lo product use. LIMITED WARRANTY: Sika warrants this product for one year from dale of installation to be tree from manufac,uAng detects and lo meet the technical properties on tha carrent TechNcal Data Sheet i1 used as dlrected within shelf liie. User delertnines sultability of product for intended use and assumes all risks. Buyers sole remedy shall be IlmlteC to Ihe purchase price or replacemenl of product exGusive of labor or ccst of labor. NOOTHER WARRANTES EJ(PRESS ORIMPLIED SHALLAPPLYINCLUDINGANYWARRANTYOF MERCHANTABILITYOR PITNESS FORA PARTICU LAR PURPOSE. SI KA SHALLNOT BE LIA 9LE UNDE RANYLEGAL THEOftYFORS PECIALORCONSEQUEN7IAL DAMAGES. SIKASHALLNOTBE RESPONSI BLE FOR THE USE OP THIS PRODUCT INA MANNERTO INFRINGEON ANY PATENT ORANYOTHER INTELLECTUALPROPERTY RIGHTS HELD BYOTHERS. Visit our website at www.sikaconstruction.com �•800-993•SIKA NATIONWI�E � Regional Infortnation and Sales Centers. For the IocaUon of your nearesl Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. Sika Mexicana S.A. de C.V. 201 Pollto Avenue 601 DelmarAvenue Cartetera Libre Celaya Km. S.5 Lyndhurst, NJ�07071 Pointe Claire Fracc. Industrial Balvanere Phone: 800.933-7452 Quebec H9R 4A9 Corregidora, Queretaro Fax:20'I-933-6225 Phone:514697-2610 C.P.78920 Fax: 5146942792 Phone: 52 442 2385800 Fax: 52 442 2250537 Sika and Sikadur are regis�ered vademarks. MaCe in USA. Prinled'In Canada. ��. ;: ,,. �;�. � .��: ::, :,� �e :;.;t:�: ,.sh::.?�x f „�� REACTIVITY PERSONAL PROTECTION M.4T�1�1�4L SA�'ETY DAT�4 SHEET' Si6cadur0 31 Hi IViod Get LPL - Part A C 1. Product And Company Identification Supplier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supplier Emerqency Contacts & Phone Number Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 08/09/2007 Product Name: Sikadur� 31 Hi Mod Gel LPL - Part A CAS Number: Not Established Chemical Family: Epoxy Compound Chemical Formula: RMF-2661 MSDS Number: 4141 Product Code: 039078L 2. Compositionllnformation On Ingredients Ingredient CAS Percent Of Name Number Total Weight CALCIUM CARBONATE 471-34-1 MODIFIED EPDXY RESIN TradeSecret SILICA, QUARTZ 14808-60-7 TITANIUM DIOXIDE 13463-67-7 Note: Exposure to Calcium Carbonate and Silica, Quartz is applicable only if cured with Part "B" and sanded. 3. Hazards Identification Eye Hazards Causes eye irritation. Skin Hazards May cause skin irritation Prolonged and/or repeated skin contact may cause an allergic reaction/sensitization. Page 9 of 5 IVIA TE14lAL SAF�TY DA TA SHEET Sikadur0 3'I Hi Mod Gel LPL - Part A 3. Hazards Identification - Continued Inqestion Hazards Harmful if swallowed. Inhalation Hazards May cause nose, throat, and lung irritation. 4. First Aid Measures � In case of contact, hold eyelids apart and immediately fiush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation {redness, rash, blistering) develops and persists. Inqestion If swallowed, do not induce vomiting unless directed to do so by medicai personnel. If victim is fully conscious, give one or two cups of water or milk to drink. Inhalation Remove to fresh air. If not breathing, give artificial respiration, seek medical attention. Seek medical attention immediately. 5. Fire Fighting Measures Flash Point: >220 °F Autoignition Point: N/AV °F Fire And Explosion Hazards None Known Extinquishinq Media In case of fire, use water spray (fog} foam, dry chemical, or CO2. Fire Fiqhtinq Instructions In the event of a fire, firefighters should wear full protective clothing and NIOSH-approved self-contained breathing apparatus with a full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Avoid release to the environment. Use appropriate Personal Protective Equipment (PPE). Contain spill and collect with absorbent material and transfer into suitable containers. Do not flush to sewer or allow to enter waterways. Ventilate enclosed area. 7. Handling And Storage Handlinq And Storaqe Precautions Keep out of reach of children. Keep containers tightly closed. Store in a cool, dry, well ventilated area. Keep containers tightly closed. Work/Hvqienic Practices Wash thoroughly with soap and water after handling. 8. Exposure Controls/Personal Protection Enqineerinq Controls Use with adequate general and local exhaust ventilation. Refer to the current edition of "Industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists Page 2 of 5 IVi'.r4 TERIAL SAFETY D�4 TA Sl-�EET Sikadur0 31 Hi IVlod Gel LPL - Part A 8. Exposure Controls/Personal Protection - Continued Enqineerinq Controls - Continued for information on the design, installation, use, and maintenance of exhaust systems. Eye/Face Protection Safety glasses with side shields or goggles. Skin Protection Chemical-resistant gloves. Lab coat or other work clothing to prevent skin exposure (Long sleeve shirt and long pants). Launder before reuse. Respiratory Protection In areas where the Permissible Exposure Limits are exceeded, use a properly fitted NIOSH-approved respirator. A respirator protection program that meets 29 CFR 1910.134 requirement must be followed whenever workplace conditions warrant a respirafor's use. Other/General Protection Wash thoroughly after handling. Inqredient(s) - Exposure Limits CALCIUM CARBONATE ACGIH TLV-TWA 10 mg/m3 OSHA PEL-TWA 15 mg/m3 OSHA PEL-TWA 5 mg/m3 SILICA, QUARTZ ACGIH TLV-TWA 0.1 mg/m3 (Notice of Intended Change) ACGIH TLV-TWA 0.05 mg/m3 (Proposed) OSHA PEL-TWA 30/%Si02+2 mg/m3 OSHA PEL-TWA 10!%Si02+2 mg/m3 OSHA PEL-TWA 250/%Si0+5 mppcf TITANIUM DIOXIDE ACGIH TLV-TWA 10 mg/m3 OSHA PEL-TWA 15 mg/m3 9. Physical And Chemical Properties Appearance Gray Paste Odor Mild Aromatic Odor Chemical Type: Mixture Physical State: Solid Melting Point: N/AV °F Boiling Point: N/AV °F Specific Gravity: 1.46 Percent Volatiles: N/AV Packing Density: 12.18 Ibs/gallon Vapor Pressure: N/AV Vapor Density: > AIR Solubility: N/AV Evaporation Rate: Slower than ether Page 3 of 5 1V��4TERIAL S�4FETY DATA SHEET Sikadur0 31 Hi Mod Gel LPL - Part A 10. Stability And Reactivity Stability: Stabie Hazardous Polymerization: Will no occur Conditions To Avoid IStabilitv) Exotherm when curing in mass: Incompatible Materials Strong oxidizing materials, acids, and bases. Hazardous Decomposition Products CO, CO2, aldehydes, and other organics. Conditions To Avoid (Polymerization) Exotherm when curing in mass. 11. Toxicological Information Miscellaneous Toxicoloqical Information Conditions Aqqravated Bv Exposure Eye disease, skin disorders and allergies, chronic respiratory conditions. Inqredient(s) - Carqinoclenicitv SILICA, QUARTZ NTP - Listed On The National Toxicology Program Listed In The IARC Monographs 12. Ecological Information No Data Available... 13. Disposal Considerations Dispose in accordance with applicable federal, state and local government regulations. Waste generators must determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the classification determination are listed in 40 CFR Parts 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate classification. 14. Transport Information Proper Shippinq Name Not regulated by the USDOT. 15. Regulatory Information U.S. Requlatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance Inventory. SARA Hazard Classes Acute Fiealth Hazard Chronic Health Hazard SARA Section 313 Notification This product does not contain any ingredients regulated under Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 or 40 CFR 372. Page 4 of 5 IVI�4 TER/AL S�1 FETY D�4 Ti4 SHEEi Sikadur0 31 Hi Mod Gel LPL - Part A 15. Regulatory Information - Continued State Requlations WARNING: This product contains a chemical known to the State of California to cause cancer, birth defects, or other reproductive harm. Inaredient(s) - State Requlations CALCIUM CARBONATE Pennsylvania - Workplace Hazard SILICA, QUARTZ New Jersey - Workplace Hazard Pennsylvania - Workplace Hazard California - Proposition 65 Massachusetts - Hazardous Substance TITANIUM DIOXIDE New Jersey - Workplace Hazard Pennsylvania - Workplace Hazard New York City - Hazardous Substance 16. Other Information HMIS Ratinq Health: 2 Fire: 1 Reactivity: 0 � PPE: C Revision/Preparer Information MSDS Preparer: EHS Department MSDS Preparer Phone Number: 201-933-8800 This MSDS Supercedes A Previous MSDS Dated: 11/13/2001 Disclaimer The information contained in this Material Safety Data Sheet applies only to the actual Sika Corporation ("Sika") product identified and described herein. This information is not intended to address, nor does it address the use or application of the identified Sika product in combination with any other material, product or process. All of the information set forth herein is based on technical data regarding the identified product that Sika believes to be reliable as of the date hereof. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the producYs current Technical Data Sheet, product label and Material Safety Data Sheet for each Sika product, which are available at web site and/or telephone number listed in Section 1 of this MSDS. SIKA MAKES NO WARRANTIES EXPRESS OR IMPLIED AND ASSUMES NO LIABILITY ARISING FROM THIS INFORMATION OR ITS USE. SIKA SHALL NOT BE_ LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO ►NFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. All sales of Sika products are subject to its current terms and conditions of sale available at www.sikacorp.com or 201-933-8800. SIKA CORPORATION Prin:eA Using MSDS Generakr^� 2000 Page 5 of 5 MATERIAL S.4FETY D�1 T�4 SHEET Sikadur0 31 Hi Mod Gel LPL - Pa�t B _ -- `o; � REACTIVITY PERSONAL PROTECTION I D 1. Product And Company Identification Supplier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supplier EmerqencV Contacts & Phone Number Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 08/17/2007 Product Name: Sikadur� 31 Hi Mod Gel LPL - Part B CAS Number: Not Established Chemical Family: Amine Chemical Formula: RMF-2661 MSDS Number: 4142 Product Code: 039079L 2. Composition/Information On Ingredients Ingredient CAS Percent Of Name Number Total Weight CALCIUM CARBONATE 471-34-1 PROPRIETARY BLEND OF ALIPHATIC AND CYCLOALIPHATIC AMINES TradeSecret SILICA, QUARTZ 14808-60-7 Note: Exposure to Silica, Quartz is applicable only if cured with Part "A" and sanded. 3. Hazards Identification Eve Hazards Corrosive to living tissue. Causes eye irritation. Causes irreversible eye damage. Skin Hazards Corrosive to living tissue. Contact with skin will cause irritation or burns. Prolonged and/or repeated skin contact may cause an allergic reaction/sensitization. � Page 9 of 5 JVrATER1�4L S�4FETY D�4TA Sf�EET Sikadur0 31 Hi Mod Gel LPL - Part B 3. Hazards Identification - Continued Inqestion Hazards Harmful if swallowed. Inhalation Hazards Causes respiratory tract irritation. 4. First Aid Measures � In case of contact, hold eyelids apart and immediately flush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation (redness, rash, blistering) develops and persists. In4estion If swallowed, do not induce vomiting unless directed to do so by medical personnel. If victim is fully conscious, give one or two cups of water or milk to drink. Inhalation Remove to fresh air. If not breathing, give artificial respiration, seek medical attention. Seek medical attention immediately. 5. Fire Fighting Measures Flash Point: >220 °F Autoignition Point: N/AV °F Fire And Explosion Hazards Exposure to heat builds up pressure in closed containers. Extinquishinq Media In case of fire, use water spray {fog) foam, dry chemical, or CO2. Fire Fiqhtincl Instructions In the event of a fire, firefighters should wear full protective clothing and NIOSH-approved self-contained breathing apparatus with a full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Avoid release to the environment. Use appropriate Personal Protective Equipment (PPE). Contain spill and collect with absorbent material and transfer into suitable containers. Do not flush to sewer or allow to enter waterways. Ventilate enclosed area. 7. Handling And Storage Handlinq And Storaqe Precautions Keep out of reach of children. Store in a cool, dry, well ventilated area. Keep containers tightly closed. Handlinq Precautions Wash thoroughly after handling. Work/Hvaienic Practices Wash thoroughly with soap and water after handling. Page 2 of 5 M/�TER1�4L SAFETY D�TA SHEET Sikadur0 31 Hi IVlod Gel LPL - Part B 8. Exposure ControlslPersonal Protection Enqineerinq Controls Use with adequate general and local exhaust ventilation. Refer to the current edition of "industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists for information on the design, instailation, use, and maintenance of exhaust systems. �e/Face Protection Safety glasses with side shields or goggles. Skin Protection Chemical-resistant gloves. Lab coat or other work clothing to prevent skin exposure (Long sleeve shirt and long pants). Launder before reuse. Respiratory Protection In areas where the Permissible Exposure Limits are exceeded, use a properly fitted NIOSH-approved respirator. A respirator protection program that meets 29 CFR 1910.134 requirement must be followed whenever workplace conditions warrant a respirator's use. Other/General Protection Wash thoroughly after handling. Inqredient(s) - Exposure Limits CALCIUM CARBONATE ACGIH TLV-TWA 10 mg/m3 OSHA PEL-TWA 15 mg/m3 OSHA PEL-TWA 5 mg/m3 SILICA, QUARTZ ACGIH TLV-TWA 0.1 mg/m3 (Notice of Intended Change) ACGIH TLV-TWA 0.05 mg/m3 (Proposed) OSHA PEL-TWA 30/%Si02+2 mg/m3 OSHA PEL-TWA 10!%Si02+2 mg/m3 OSHA PEL-TWA 250/%Si0+5 mppcf 9. Physical And Chemical Properties Appearance Dark Gray Paste Odor Amine Odor Chemical Type: Mixture Physical State: Solid Melting.Point: N/AV °F Boiling Point: N/AV °F Specific Gravity: 1.99 Percent Volatiles: N/AV Packing Density: 16.63 Ibs/gallon Vapor Pressure: N/AV Vapor Density: >AIR Solubility: N/AV Evaporation Rate: Slower than ether 10. Stability And Reactivity Stability: Stable Hazardous Polymerization: Will not occur Page 3 of 5 IVIATERI�4L S,4��'TY D�4TA SH�'ET Sikadur0 31 Hi IViod Gel LPL - Part B 10. Stability And Reactiviry - Continued Conditions To Avoid (Stabilitv) Exotherm when curing in mass. Incompatible Materials Strong oxidizing materials, acids, and bases. Hazardous Decomposition Products Nitrogen Oxides, CO, CO2 Conditions To Avoid (Polvmerizationl Exotherm when curing in mass. 11. Toxicological Information . Conditions Aqqravated Bv Exposure Eye disease, skin disorders and allergies, chronic respiratory conditions. Inqredient(sl - Carqinoqenicity SILICA, QUARTZ NTP - Listed On The National Toxicology Program Listed In The IARC Monographs 12. Ecological Information No Data Available... 13. Disposal Considerations Dispose in accordance with applicable federal, state and local government regulations. Waste generators must determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the classification determination are listed in 40 CFR Parts 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate classification. 14. Transport Information Proper Shippinn Name Corrosive solid, basic, organic, n.o.s. (Aliphatic Amines) Hazard Class 8 PGIII DOT Identification Number UN3263 DOT Shippinq Label CORROSIVE 15. Regulatory Information U.S. Requlatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance Inventory. SARA Hazard Classes Acute Health Hazard Chronic Health Hazard Page 4 of 5 IV�ATER/AL S,4FETY D,4TA S�,iEET Sikadur0 31 Hi Mod Gel LPL - Part B 15. Regulatory Information - Continued SARA Section 313 Notification This product does not contain any ingredients regulated under Section 313 of the Emergency Planning and Communiry Right-To-Know Act of 1986 or 40 CFR 372. State Requlations WARNING: This product contains a chemical known to the State of California to cause cancer, birth defects, or other reproductive harm. Inqredient(s) - State Requlations CALCIUM CARBONATE Pennsylvania - Workplace Hazard � SILICA, QUARTZ New Jersey - Workplace Hazard Pennsylvania - Workplace Hazard California - Proposition 65 Massachusetts - Hazardous Substance 16. Other Information HMIS Ratinq Health: *3 Fire: 1 Reactivity: 0 PPE: D RevisionlPreparer Information MSDS Preparer: EHS Department MSDS Preparer Phone Number: 201-933-8800 This MSDS Supercedes A Previous MSDS Dated: 01/20/2004 Disclaimer The information contained in this Material Safety Data Sheet applies only to the actual Sika Corporation ("Sika") product identified and described herein. This information is not intended to address, nor does it address the use or application of the identified Sika product in combination with any other material, product or process. All of the information set forth herein is based on technical data regarding the identified product that Sika believes to be reliable as of the date hereof. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's current Technical Data Sheet, product label and Material Safety Data Sheet for each Sika product, which are available at web site and/or telephone number listed in Section 1 of this MSDS. SIKA MAKES NO WARRANTIES EXPRESS OR IMPLIED AND ASSUMES Na LIABILITY ARISING FROM THIS INFORMATION OR ITS USE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. All sales of Sika products are subject to its current terms and conditions of sale available at www.sikacorp.com or 201-933-8800. SIKA CORPORATION '�nled Using .VSOs Generator'• 20W Page 5 of 5 Product Data Sheet Edition 11.12.2010 identification no. 371 Sikadur 32, Hi-Mod LPL �6��C��19'� ��9 ��-�� High=modulus, high-strength, extended pot life, epoxy bonding/grouting adhesive Description Where to Use Advantages C Sikadur 32, Hi-Mod LPL is a multi-purpose, 2-component, 100% solids, moisture-tolerant, structural epoxy adhesive. Sikadur 32, Hi-Mod LPL offers a long pot life and contact time even at 100°F (38°C). Sikadur 32, Hi-Mod LPL conforms to the currentASTM C-881, Types I and II, Grade-2, Class-C and AASHTO M-235 specifications. ■ Hot weather concrete placements requiring a bonding adhesive. n Bond fresh, plastic concrete to hardened concrete and steel. a Grout horizontal cracks in structural concrete and wood by gravity feed. o Machinery and baseplate grout. o Structural adheslve for concrete, masonry, metal, wood, etc. o Extended pot life and contact time at elevated temperatures. ■ High-strength bonding/grouting adhesive. o Tolerant of moisture before, during, and after cure. ■ Excellent adhesion to most structural materials. ■ Convenient easy-to-mix ratio A:B = 1:1 by volume. e Easy-to-use for bonding/grouting applications. TypiCal Data (Material end curing conditions @ 73°F (23'C) and 50% R.H.) _ . _. _. . , _..: ,. __... . _ _. Shelf Lffe 2 years in original, unopened containers. Storage Conditions Store dry at 40°-95°F (4°-35°C). Condition material to 65°-75°F (18°-24°C) before using. Color Dark gray, Mixing Ratio Component'A' : Component'B' = 1:1 by volume. Viscosity (Mixed) Approximately 2,800 cps. . Pot_Life Approximately 90 minutes @ 73°F (23°C). (8 fl. oz. volume) Approximately 60 minutes @ 100°F (38°C). (8 fl. oz. volume) Contact Time; Substrate Temperature 40°F (4°C) . 73°F (23°C) ._ 90°F.(32°C) Material Temperature 73°F (23°C) 10-14 hr. ; 6-7 hr. 2-2.5 hr. Materlal Temperature 100°F (38°C) 6-8.hr. 5-6 hr. 1.5-2 hr. Tensile Properties (ASTM D-638) 14 day Tensile Strength 5,800 psi (40.0 MPa) .. Elongation at Break 5 % Modulus of Elasliciiy i 4.9 x 105 psi (3,381 MFa) Flexural Properties (ASTM D-790) 14 day Flexural Strength (Modulus of Rupture) 9,100 psi (62.8 MPa) " Tangent Modulus of Elasticity in Bending 7:3 X 105 psi (5,037 MPa) Shear Strength (ASTM D-732) 14 day Shear Sirengih 6,400 psi (44.1 MPa) WaterAbsorption (ASTM D-570) . 7 day (4 hours) �0.15% � Deflection Temperature (ASTM D-648) 14 day 108°F (42°C) (fiber stress loading = 264 psi {1.8 MPa}) Bond Strength (ASTM C-882) 14 day (molst cure) Plastic concrete to hardened concrete 2,200 psi (15.2 MPa) 14 day (moist cure) Plastic concrete to steel 2,200 psi_(1_5.2 MPa) , Z day (dry cure) Hardened concrete to hardened concrete 3,100 psi (21.3 MPa) 14 day (moist cure) Hardened concrete to hardened concre(e, 2,900 psl (20 MPa) : Compressive Propertfes_(ASTM D-695) Compresslve Strength, psl (MPa) 40°F* (4°C)' 73°F* (23°C)' 1 day - 3 day - 10,700 (73.8) 7 day 2,500 (17.2) 11,000 (75.9) 14 day 8,300 (57.2) 12,000 (82.3) 28 day 10,000 (68.9) 13,000 (89.7) Compressive Modulus 28 day 2.6 x 105 psi (1,794 MPa) ' MalsAal cured and tested at the temperatures Indcatad. '- L Coverage Bonding Adhesive - 1 gal. covers approximately 80 sq.ft. on smooth surface. _ , �_ z y ,:"-' ' Base Plate Grout - 1 gal. mixed with 1 1/2 parts oven-dried aggregate"by loose volume yields approximate- 4 �� ' ly 420 cu.in. of grout. �, Anchoring grout -1 gaL (3.8 I) yields 231 cu.in. of ^rout. 4 y. .v `� � ' Packaging 1 and 4 gal. units. s � X .. ' ' How to Use 3 E �;: '�` � y+� ^ Surface Preparation Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, :. b�'i grease, curing compounds, impregnations, waxes and any other contaminants. � ,� s ?4 � a> Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and contaminant ` � - �� free, open textured surface by blast cleaning or equivalent mechanical means. 4� y; u Steel - Should be cleaned and prepared thoroughly by blast cleaning. r,.� ` � � Mixing Pre-mix each component. Proportion equal parts by volume of Component 'A' and Component 'B' into = ' clean pail. Mix thoroughly for 3 minutes with Sika paddie on low-speed (400-600 rpm) drill until blend is a >` ~"`� uniform color. Mix only that quantity that can be applied within its pot life. s� ' Applicatlon To bond fresh concrete to hardened concrete -Apply by brush, roller, broom, or spray. Place fresh con- tz � :,; .' crete while Sikadur 32, Hi-Mod LPL is stiil tacky. If coating becomes glossy and loses tackiness, remove any �'�'� surface contaminants then recoat with addilional Sikadur 32; Hi-Mod LPL and proceed. :j;�� ; �- To grout base plates - Add up to 1 part of oven-dried aggregate to 1 part of mixed Sikadur 32, Hi-Mod LPL ;; by volume. Place grout under baseplaie. Avoid contact with the underside of the plate. A 1/4- to 3/8-in. (6-10 3 mm) space should remain between the top of the grout and the bottom of the plate, _ Maximum thickness of grout per lift is 1.5 in. (38 mm) If multiple lifts are needed, allow preceding layer to > }' ' cool to touch before applying additional layer. The remaining 1/4 to 3/8-in. (6-10 mm) space shoutd be filled ��; _ s<t � with neat Sikadur 32, Hi-Mod LPL. Pour a sufficient quantity of neat epoxy to allow the level to rise slightly �x �t � higher than the underside of the bearing plate. �'` ��s ;� �;; To gravity feed crecks - Pour neat material into vee-notched crack. Continue placement until completely ;.� ' r fiiled. Seal underside of slab prior to filling if cracks reflect ihrough. - ' Limitations ■ Minimum substrate and ambient temperature 40°F (4°C). � � o For spray applications, consuR Technical Service. <; �. _ o Use only oven-dry aggregate. ,'' n Material is a vapor barrier after cure. _ e For applications on exterior, on-grade substrates, consult Technical Service. o Not an aesthetic oroducl Color may aiter due to variations in liahtinq and/or UV exoosure ,-� _ Warning Component `A' - Contains epoxy resin, nonyl phenol. May cause skin sensitization after prolonged or ` repeated contact. Eye irritant. May cause skin/respiratory irritation. Harmful if swallowed. { >� �` Component B' - Corrosive; Sensitizer - Contains amines, calcium carbonate, silica sand, and tri (dimeth- '` " yl) aminomethylphenol. Contact with eyes or skin causes severe burns. Can cause skin sensitization after prolonged or repeated contact. Skin/respiratory/eye irritant. Harmful if swallowed. Deliberate concentra- ¢; i tion of vapors of Component A or B for purposes of inhalation is harmful and can be fatal. Cured material, if �; , sanded, may result in exposure to a chemical known to the state of Califomia to cause cancer. ;� Flrst Ald Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minuies with soap and water. Inhalation: Remove person to fresh air. _ _ Ingestion: Do not induce vomiting. In all cases, contact a physician immediately if symptoms persist. - `; '., Clean Up Wear chemical resistant gloves/goggles/clothing. Venlilate area. In absence of adequate general and local _ exhaust ventilation, use a properly filled NIOSH respirator. Confine spill. Coltect with absorbent material. Dispose of in accordance with current, applicable local, state and federal regulations. Uncured material can be removed with solvent. Strictly follow manufacturer's warnings and instructions for use. Cured material = ,. , , _ ,_;. _ _ , :'" ;';; can only be removed mechanicallv. Handling & Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves/goggles/clothing. Use only with adequate ventilation. In absence of adequate general and local exhaust ventilation, use a properfy filled NIOSH respirator. Wash thoroughly after handling product. Launder clothing before reuse. Store in a cool dry well ventilated area. KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHIL�REN � NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY All information provided by Sika Corporafion (°Sika') concemirx3 Sika products, InGuding but not limited to, any recommendations and advice relating to the application and usa of Sika products, is given In good faith based on Sika's curtent expenence and knowledge of its products when properly stored, handled and applled under normal conditions in accordancewith Sika's insUuctions. In prectice, the d'rf(erences in materials, subsVates, storage and handling co�- tions, actual site conditions and olher faclors outside of Sika's control are such that Slka assumes no liability (or ihe provision of such IMortnation, advice, recommendatlons or insfructions related to its products, rwr shall any legal relationshlp be created by or arise from the provision of such infortnation, adWce, recommendatlons or lnstructions relaled !o its products. The user of the Sika product(s) must ;est the producl(s) for suitabfllty for the intended appllcation and purpose before proceeding with lhe full applicatlon of the product(s). Sika reserves ihe right to change the properties of Its products without no6ce. All sales of Sika product(s) are subject to ils current tertns and condiUons of sale which are available at �rriw.sikacom.com or by calling 800.933-7452. Prior to each use of any Sika product, the user must always read and follow the wamings and InslrucUons on the producPs most curtent Technical Data Sheet, produet tabel and Material Satety DaW Sheet which are avaflable online atwww.sfkaconstructlon.eom or by calling Sika's Technical Servlce6epaRmentat800.933-7452. NothingconWinedinanySlkamaterialsrelfevestheuseroftheobligationtoreadandfollowthewamingsand Instrvction for each Sika product as set torth in the current Technical Data Sheet, protluet Iahel end Material Safety Data Sheet prior to product use. LIMITED WARRANTY: Sika wanants this product fo� one year from date oi Installation to be free from manufacturing defecis and to meet the technlcal properties on lhe curtent Technlcal Data Sheet if used as directed wilhin shelf Iife. User detertnines suitability of product for intended use and assumes all risks. Buyer's sole remedy shall be fimlted to lhe purchase price or replacement of produd exclusive of labor or cost of labor. NOOTHER WARRANTIES E7(PRESS ORIMPLIED SHALLAPPLYINCLUDINGANY WA RRANTYOF MERCHANTABILITYOR Fl7NESS FORAPARTiCULAR PURPOSE.SIKASHALLNOTBELU4BLEUNDERANYLEGALTHEORYFORSPECIALORCONSEQUENMLDAMAGES.SIKASHALLNOTBE RESPONSI6LE FORTHE USE OF THIS PRODUCTIN A MANNERTO INFRING E ONANYPATENTORANYOTHER INTELLECTUALPROPERTY RIGHTS HELD BY OTHERS. �sit our websi[e at www.slkaconstruction.com 1-800-933-SIKA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporetion Sika Canada Inc. Sika Mexicana S.A. de C.V. � � 201 Polito Avenue 601 DelmarAvenue Carretera Llbre Celaya Km. 8.5 Lyndhurst, NJ 07071 Po(nte Claire Fracc. IndusVial Balvanera � Phone: 800.9337452 Quebec H9R 4A9 Corregidora, Queretaro Fax:201-933-6225 Phone:514-697-2610 C.P.76920 Fax: 5146942792 Phone: 52 442 2385800 Sika and Sikadur ara registered tradema�cs. Fax: 52 442 2250537 MaCe in USA Printed in Canada. , t MATERI,4L S�4FETY D.4TA SHE'ET �� Sikadur0 32 Hi Mod LPL - Part A ;,m�. � REACTIVITY � 0 PERSONAL PROTECTION �C 1. Product And Company Identification Supplier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supplier EmerqencV Contacts & Phone Number Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 08/22/2007 Product Name: Sikadur0 32 Hi Mod LPL - Part A CAS Number: Not Established Chemical Family: Epoxy Compound MSDS Number: 4145 Product Code: 037113N 2. Compositionllnformation On Ingredients Ingredient CAS Percent Of Name Number Total Welght AROMATIC HYDROCARBON BLEND Trade Secrei MODIFIED EPDXY RESIN Mixture NONYL PHENOL 84852-15-3 < 10 3. Hazards Identification Eye Hazards Causes eye irritation. Skin Hazards May causes skin irritation. Prolonged and/or repeated skin contact may cause an allergic reaction/sensitization. Inaestion Hazards May be harmful if swallowed. Page 1 of 5 1VIA7"Ef�iAL SAFE�Y DAiA SH��T �ikadur0 32 Hi Mod LPL - Part A 3. Hazards Identification - Continued Inhalation Hazards May cause respiratory tract irritation. 4. First Aid Measures � In case of contact, hold eyelids apart and immediately flush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation (redness, rash, blistering) develops and persists. Inctestion If swallowed, do not induce vomiting unless directed to do so by medicai personnel. If victim is fully conscious, give or.e or two cups of water or milk to drink. Seek medical attention immediately. Inhalation Remove to fresh air. If not breathing, give artificial respiration, seek medical attention. Seek medical attention immediately. 5. Fire Fighting Measures Flash Point: >220 °F Fire And Explosion Hazards None Known Extinauishinq 1Pedia In case of fire, use water spray (fog) foam, dry chemical, or CO2. Fire Fiqhtinq Instructions In the event of a fire, firefighters should wear full protective clothing and NIOSH-approved self-contained breathing apparatus with a full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Avoid release to the environment. Use appropriate Personal Protective Equipment (PPE). Contain spill and collect with absorbent material and transfer into suitable containers. Do not flush to sewer or allow to enter waterways. Ventilate enclosed area. 7. Handling And Storage Handlinq And Storaqe Precautions Keep out of reach of children. Store in a cool, dry, well ventilated area. Keep containers tightly closed. Handlinq Precautions Wash thoroughly after handling. � Work/Hvqienic Practices Wash thoroughly after handling. 8. Exposure ControlslPersonal Protection Enqineerinq Controls Use with adequate general and local exhaust ventilation. Refer to the current edition of "Industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists for information on the design, installation, use, and maintenance of exhaust systems. Page 2 of 5 II�ATERIAL S�4FEiY D�47"A ShIE�T Sikadur0 32 Wi Mod LPL - Part A 8. Exposure Controfs/Personal Protection - Continued Eve/Face Protection Safety glasses with side shields or goggles. Skin Protection Chemical-resistant gioves. Lab coat or ofher work clothing to prevent skin exposure (Long sleeve shirt and long pants). Launder before reuse. Respiratory Protection A respirator protection program that meets 29 CFR 1910.134 requirement must be followed whenever workplace conditions warrant a respirator's use. In areas where the Permissible Expsosure Limits are exceeded, use a properly fitted NIOSH-approved respirator. OtherlGeneral Protection Wash thoroughly after handling. 9. Physical And Chemical Properties Appearance Light Straw Liquid Odor Mild Aromatic Odor Chemical Type: Mixture Physical State: Liquid , Boiling Point: N/A °F Specific Gravit�: 1.14 �ack�rg Censty: 9.51 I�s / gallo��s Vapor Pressure: N/A Vapor Density: > AIR Evaporation Rate: Slower than ether VOC Content (A+B): < 60 grams/liter 10. Stability And Reactivity Stability: Stable Hazardous Polymerization: Will not occur Conditions To Avoid (Stability) Exotherm when curing in mass. Incompatible Materials Strong oxidizing materials, acids, and bases. Hazardous Decomposition Products CO, CO2, aldehydes, and ofher organics. Conditions To Avoid (Polvmerization) Exotherm when curing in mass. 11. Toxicological Information Conditions Aqqravated Bv Exposure Eye disease, skin disorders and allergies, chronic respiratory conditions. Page 3 of 5 I�iiATER9�I L S�4F�l'Y DA 7"�1 ��1��'T Sikadur0 32 Hi Mod LPL - Pa�-t �► 12. Ecological Information No Data Available... 13. Disposal Considerations Dispose in accordance with applicable federal, state and local government regulations. Waste generators must determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the classification determination are listed in 40 CFR Parts 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate classification. 14. Transport fnformation Proper Shippina Name Not regulated by the USDOT. 15. Regulatory Information U.S, Requlatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance Inventory. SARA Hazard Classes Acute Health Hazard Chronic Health Hazard SARA Section 313 Plotification This product does not contain any ingredients regulated under Section 313 of the Emergency Planning and Commu^ity Right-To-Know Act ef 1986 or 4n rFR 37?. 16. Other Information HMIS Ratinq Health: 2 Fire: 1 Reactivity: 0 PPE: C Revision/Preparer Information �ViS�� Preparer: EHS Deparimer�i MSDS Preparer Phone Number: 201-933-8800 This MSDS Supercedes A Previous. MSDS Dated: 09/03/2003 Disclaimer The information contained in this Material Safety Data Sheet applies only to the actual Sika Corporation ("Sika") product identified and described herein. This information is not intended to address, nor does it address the use or application of the identified Sika product in combination with any other material, product or process. All of the information set forth herein is based on technical data regarding,the identified product that Sika believes to be reliable as of the date hereof. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the producYs current Technical Data Sheet, product label and Material Safety Data Sheet for each Sika product, which are available at web site and/or telephone number listed in Section 1 of this MSDS. SIKA MAKES NO WARRAN7IES EXPRESS OR IMPLIED AND ASSUMES NO LIABILITY ARISING FROM THIS INFORMATION OR ITS USE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS FiELD BY Page 4 of 5 � t 1V1�4TLi�lAL S�4FETY L)A_TA SHL'L7" Sikadur0 32 Hi Mod LPL - Part A Disclaimer - Continued OTHERS. All sales of Sika producfs are subject to its current terms and condifions of sale available at www.sikacorp.com or 201-933-8800. SIKA CORPORATION PtlnteE Using h15D5 Generator^� 2(ICO Page 5 of 5 , � ; .o <r. .��s:� .l :`��,:��.�i� REACTIVITY PERSONAL PROTECTION u MAT�R/AL SAFETY D,4 TA SMEET Sikadur0 32 Hi IVlod LPL - Part B 1. Product And Company Identification gupplier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supplier Emerqencv Contacts & Phone Number Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 08/17/2007 Product Name: SikadurOO 32 Hi Mod LPL - Part B CAS Number: Not Estabiished Chemical Family: Amine MSDS Number: 4146 Product Code: 037114N 2. Compositionllnformation On Ingredients Ingredient CAS Name Number 2,4,6-TRI(DIMETHYLAMINO METHYL)PHENOL 9�'�2-2 AROMATIC HYDROCARBON BLEND Not Establls CALCIUM CARBONATE 471-34-1 PROPRIETARY BLEND OF ALIPHATIC AND CYCLOALIPHATIC AMINES Trade Secret SILICA, QUARTZ 14808-60-7 Note: Exposure to Silica and Quartz is applicable only if cured with Part "A" and sanded. 3. Hazards Identification Eye Hazards Corrosive to living tissue. Causes eye irritation. Causes irreversible eye damage. Percent Of Total Weight Skin Hazards Corrosive to living tissue. Contact with skin will cause irritation or burns. Prolonged and/or repeated skin contact may cause an allergic reaction/sensitization. Page 1 of 5 � IVIATE141AL SAFEiY D,4T�4 SIhiE�'T Sikadur0 32 Mi Mod LPL - Pa�t B 3. Hazards Identification - Continued Inqestion Hazards Harmful if swallowed. Inhalation Hazards Causes respiratory tract irritation. 4. First Aid Measures � In case of contact, hold eyelids apart and immediately flush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation (redness, rash, blistering) develops and persists. Inqestion If swallowed, do not induce vomiting unless directed to do so by medicai personnel. If victim is fuily conscious, give one or two cups of water or milk to drink. Seek medical attention immediately. Inhalation Remove to fresh air. If not breathing, give artificial respiration, seek medical attention. Seek medical attention immediately. 5. Fire Fighting Measures Flash Point: >220 °F �ire l�nci txplosion Hazards Exposure to heat builds up pressure in closed containers. Extinquishinq Media In case of fire, use water spray (fog) foam, dry chemical, or CO2. Fire Fiqhtinq Instructions In the event of a fire, firefighters should wear full protective clothing and NIOSH-approved self-contained breathing apparatus with a full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Avoid release to the environment. Use appropriate Personal Protective Equipment (PPE). Contain spill and collect with absorbent material and transfer into suitable containers. Do not flush to sewer or allow to enter waterways. Ventilate enclosed area. 7. Handling And Storage Handlinq And Storaqe Precautions Keep out of reach of children. Store in a cool, dry, well ventilated area. Keep containers tightly closed. Keep containers tightly closed. Handlinq Precautions Wash thoroughly after handling. Work/Hyqienic Practices Wash thoroughly with soap and water after handling. Page2of5 e 1VIAl'ERiAL SAFETY DATA SP�E�T Sikadur0 32 Hi Mod L�L - Part B 8. Exposure Controls/Personal Protection Enqineerinq Controls Use with adequate general and local exhaust ventilation. Refer to the current edition of "industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists for information on the design, installation, use, and maintenance of exhaust systems. Eve/Face Protection . Safety glasses with side shields or goggles. Skin Protection Chemical-resistant gloves. Lab coat or other work clothing to prevent skin exposure (Long sleeve shirt and long pants). Launder before reuse. Respiratory Protection A respirafor protection program that meets 29 CFR 1910.134 requirement must be followed whenever workplace conditions warrant a respirator's use. In areas where the Permissible Exposure Limits are exceeded, use a properly fitted NIOSH-approved respirator. OtherlGeneral Protection Wash thoroughly after handling. Inqredient(s) - Exposure Limits AROMATIC HYDROCARBON BLEND EXPOSURE LIMITS NOT ESTABLISHED CALCIUM CARBONATE ACGIH TLV-TWA 10 mg/m3 OSHA PEL-TWA 15 mg/m3 OSHQ PEL-T�AI.A 5 mg/m3 SILICA, QUARTZ ACGIH TLV-TWA 0.05 mg/m3 (Notice of Intended Change) ACGIH TLV-TWA 0.025 mg/m3 (Proposed) OSHA PEL-TWA 30/%Si02+2 mg/m3 OSHA PEL-TWA 10/%Si02+2 mg/m3 OSHA PEL-TWA 250/%Si0+5 mppcf 9. Physical And Chemical Properties Appearance Dark Gray Liquid Odor Amine odor Chemical Type: Mixture Boiling Point: N/A °F Specific Gravity: 1.75 � Packing Density: 14.58 Ibs / gallon Vapor Pressure: N/A Vapor Density: >AIR Evaporation Rate: Slower than ether VOC Content (A+B): < 60 grams/liter , 10. Stability And Reactivity Stability: Stable Hazardous Polymerization: Will not occur Page 3 of 5 0 MATERI�iL SAFE�Y D�I TA S1�E�T Sikadur0 32 Hi IVlod LPL - Part B 10. Stability And Reactiviiy - Continued Conditions To Avoid (Stabilitv) Exotherm when curing in mass. Incompatible Materials Strong oxidizing materials, acids, and epoxy resins under uncontrolled conditions. Hazardous Decomposition Products Nitrogen Oxides, CO3 CO2 Conditions To Avoid (Polymerizationl Exotherm when curing in mass. 11. Toxicological Information Conditions Aqqravated Bv Exposure Eye disease, skin disorders and allergies, chronic respiratory conditions. Inqredient(s1 - Carqinoqenicitv SILICA, QUARTZ NTP - Listed On The National Toxicofogy Program Listed In The IARC Monographs 12. Ecological Information No Data Available... 13. Disposal Considerations Disrose in accordance wi#h applicable federal, state and local gavernment regulations. Waste gener�tors must determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the classification determination are listed in 40 CFR Parts 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate classification. 14. Transport Information Proper Shippinq Name Corrosive Liquid, Basic, Organic, NOS (Aliphatic & Cycloaliphatic Amines) Hazard Class 8 PGIII DOT Identification Number U N3267 DOT Shippinq Label Corrosive 15. Regulatory Information U.S. Requlatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance Inventory. SARA Hazard Classes Acute Health Hazard Chronic Health Hazard Page 4 of 5 M,4 T'L14/�I L SAF�iY DA T�4 S6�iEL T Sikadur0 32 Hi Mod LPL - Part B 15. Regulatory Informaiion - Continued SARA Section 313 Notification This product does not contain any ingredients regulated under Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 or 40 CFR 372. State Requlations WARNING: This product contains a chemical known to the State of California to cause cancer, birth defects, or other reproductive harm. I_ngredient(s) - State Requlations CALCIUM CARBONATE Pennsylvania - Workplace Hazard SILICA, QUARTZ New Jersey - Workplace Hazard Pennsylvania - Workplace Hazard California - Proposition 65 Massachusetts - Hazardous Substance 16. Other Information HMIS Ratinq Health: *3 Fire: 1 Reactivity: 0 PPE: D Revision/Preparer Information � hR��S P;e�zr�;: ENS �epartmert MSDS Preparer Phone Number: 201-933-8800 This MSDS Supercedes A Previous MSDS Dated: 01/19/2004 Disclaimer The information contained in this Material Safety Data Sheet applies only to the actual Sika Corporation ("Sika") product identified and described herein. This information is not intended to address, nor does it address the use or application of the identified Sika product in combination with any other material, product or process. All of the information set forth herein is based on technical data regarding the identified product that Sika believes to be reliable as of the date hereof. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's current Technical Data Sheet, product label and Material Safety Data Sheet for each Sika product, which are available at web site and/or telephone number listed in Section 1 of this MSDS. SIKA MAKES NO 1NARRANTIES EXPRESS OR IMPLIED AND ASSUMES NO LIABILITY ARISING FROM THIS INFORMATION OR ITS USE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. All sales of Sika products are subject to its current terms and conditions of sale available at www.sikacorp.com or 201-933-8800. SIKA CORPORATION Prutted Uvty At50S Generator*" 2000 Page5of5 ,• . - . • . . CONST�IKTiC�M IMC, Submittal Transmetfal & Response �haded areas are for City of Rer.fon use only Submittal Number: 027 DATE: 01/24/2011 (Contractor. each submitta! transmitta! wili have a consecutive number beginning with "1 ". Resubmitfafs will be idenfified with Ri, R2, etc.) lVote: One fo�rn shaU be filled ouf for each submitta! item. The only exception will be if multiple items from the same supplier are su6mitted as a package for !he same scheduled worl�. Contract Name: WESNIEW LIFT S7ATION UPGRADES No. : WWP-27-3536 Contractor: ADVANCED CONSTRUCTI�N, INC. Fed Aid #: NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response 10.03072 ;Epoxy Resin Porfland Cement Bonding Agent: 1�_ 2.02 A �Sika Armatec 1 10 EpoCern %��! 2 i 1.05 I 'Curin Compound: W.R. Meadows 1 l OC-Clear CSI Code: 03 39 23 ' /�j� � ❑ Re-submittal ❑ Su ental Submittal Submitted by: %'� AJ SMITH, Project Manager 425-493-1826 Signature Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required S� = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's ohligations and does not relieve Conttactor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to 1 Comment . � �; �,� �, tat re Printed Name Title See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents -> 2 —2� Date ❑ See Other Attachments � : Product Data Sheet Edition 6.2003 Identification no. 182 Sika Armatec 110 EpoCem Saka �lrmatec° 110 Ep��em° Bonding Agent and _ _ Reinforcement Protection �-' Description Sika Armatec 110 EpoCem is a 3-component, solvent-free, moisture-tolerant, epoxy-modified, cementitious product specifically formulated as a bonding agent and an anti-corrosion coating. Y Where to Use ■ As an anti-corrosion coating for reinforcing steel in concrete restoration. ■ As added protection to reinforcing steel in areas of thin concrete cover. ■ As a bonding agent for repairs to concrete and steel. - ■ As a bonding agent for placing fresh, plastic concrete to existing hardened concrete. ? Advantages ■ Excellent adhesion to concrete and steel. '`�' a Acts as an effective barrier against penetration of water and chlorides. e Long open time - up to 16 hours. ■ Not a vapor barrier. ■ Can be used exterior on-grade. ■ Contains corrosion inhibitors. ■ Exceilent bonding bridge for cement or epoxy based repair mortars. ■ High strength, unaffected by moisture when cured. - ■ Spray, brush or roller application. - ■ Non-flammable, solvent free. ; Coverage Bonding agent: minimum (theoretical) on smooth, even substrate 80 sq. ft./gai. (=20 mils thickness). Cov- erage will vary depending on subsirate profile and porosity. Reinforcement Protection: 40 sq. ft./gal. (=20 mils thickness) (2 coat applicalion). ��.- � Packaging 3.5 gal, unit. (47.6 fl. oz. Comp. A+ 122.1 fl. oz. Comp. B+ 46.82 Ib. Comp. C) Comp. A+ B in ca�ion, - Comp. C in multi-wall bag. 1.65 gal. unit. (22.7 fl. oz. A+ 57.6 fl. oz. B+ 4 bags @ 5.5 Ib.) Factory-proportioned units in a pail. -- TypIC81 DBta (Material and cu�ing conditions @ 73°F and 50% R.H.) , , _ _. .. ' Shelf Life 1 year in original, unopened packaging. ,;;�; '; Storage . �5tore dry at 40°-95°F (4°-35°C). Conditlon materiai to 65°-75°F (18°-24°C) before ?� ;' using. If componentsA and B are frozen, discard. Protect Component C from humidity. Color , Concrete gray '�.y...' . . . . Density (Mixed) 125 Ib./cu. ft. (2.0 kg.) ,, Pot Life Approximately 90 minutes ,, - Compressive Strength.(ASTPd C-109) 3 days 4500 psi (31.0 MPa) = 7 days 6500 psi (44.8 MPa) 28 days 8500 psi (58,6 MPa) .. . Flexural Strength (ASTM C-348) 28 days 1250 psi ., (8.6 MPa) _ Splltting Tensile Strength (ASTM C-496) 28 days , 600 psi (4.1 MPa) Important Data for Sika Armatec 110 as a Corrosion Protective Coating � Water ; Water Permeability at 10 bar (145. psi) .;. , 8.92 x 10t5 ft./sec. Control 7.32 x 10-1D ft./sec. Watervapor diffusion coe�cient N H20 110 _ Carbon Dioxlde Carhon dioxide diffusion coefficient N CO2 14D�0 < TEST DATA: Time-to-Corrosion Study . - Sika Armatec 110 more than tripled the time to corrosion '� - Reduced corrosion rate by over 40°/a `�'` Important Data for 5ika Armatec 110 as a Bonding Agent - Bond Strerigth (ASTM C882) 14 days moist cure, plastic concrete to hardened concrete: ,-�«-_.° Wei on Wet 2800 psi (19.3 MPa) ��" - 24 hr. Open Time 2600 psi (17.9 MPa) ''; ,;= Bond of Steel Reinforcement to.Concrete (Pullout Test): �_ Sika Armatec 110 Coated 625 psi ( 4.3 MPa) fi� ��, ' � Epoxy Coated 508 psi ( 3.5 MPa) _- '�� `�'""` Plain Reinforcement 573 psi (3.95 MPa) >aration Cementitious substrates: Should be cleaned and prepared to achieve a laitance and contaminant-free surface prepared in accordance wiih the requiremenis specified by the overlay or repair material by blast cleaning or equivalent mechanical means. Substrate must be saturated surface dry (SSD) with no standing water. Steel: Should be cleaned and prepared thoroughiy by blast cleaning. Shake contents of both Component'A' and Component'B'. Empty entire contents of both Component'A' and Component'B' into a clean, dry mixing pail. Mix thoroughty for 30 seconds with a Sika paddle on a low speed (400-600 rpm) drill. Slowly add the entire contents of Component 'C' while continuing to mix for 3 minutes unlil blend is uniform and free of lumps. Mix only that quantity that can be applied within its pot life. As a bonding agent - Apply by stiff-bristle brush or broom. Spray apply with Goldblalt Pattern Pistol or equal equipment. For best results, work the bonding slurry well into the substrate to ensure complete cover- age of all surface irregularities. Apply the freshly mixed patching moRar or concrete wet on wet; or up to the maximum recommended open time, onto the bonding slurry. Maximum recommended open time between application ofArmatec 110 and patching mortar or concrete: . SO°-95°F (26°-35°C) 6 hours 65°-79°F (18°-26°C) 12 hours 50'-64°F (10°-17°C) 16 hours 40°-49°F (4°-9°C) wet-on-wet For corrosion protection only -Apply by stiff-bristle brush or spray at 80 sq. ft.lgal. (20 mils). Take special care to properly coat the underside of the totally exposed steel. Allow coating to dry 2-3 hours @ 73°F, then apply a second coat at the same coverage. Allow to dry again before the repair mortar or concrete is ap- plied. Pour or place repair within 7 days. ■ Substrate and ambient temperature: Minimum d0°F (5°C). o Maximum 95°F (35°C). o Minimum thickness: As a bonding agent 20 mils. e For reinforcement protection 40 mils. ■ (2 coats, 20 mils each). ■ Not recommended for use with expansive grouts. ■ Use of semi-dry mortars onto Sika Armatec 110 EpoCem must be applied "wet on wet". o When used in overhead applications with hand placed patching mortars, use "wet on wet" for maximum mortar build lhickness. ■ Substrate profile as specified by the overlay or repair material is still required. ■ As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, raiis, posts etc. with an appropriate epoxy such as Sikadur Hi-Mod 32. Part A& B: IFtRITANT; SENSITIZER - Can cause skin sensitization after prolonged or repeated contaci. Skin and eye irritant. High concentrations of vapor may cause respiratory irritation. Avoid skin contact. Use only with adequate ventilation. Use of safety goggles and chemical resistant gloves is recommended. Part C: IRRITANT; SUSPECT CARCINOGEN - Contains crystalline silica, quartz (sand); cement. Skin and eye irritant. Dust may cause respiratory tract irritation. Avoid breathing dust. Use only with adequate ventilation. May cause delayed lung injury (silicosis). IARC list crystaliine silica as having suffcient evidence of carcinogenicity to laboratory animals and limited evidence of carcinogenicity in humans. NTP aiso lists crystalline silica as a suspect carcinogen. Use of safety gloves is recommended. In case of high dust con- centrations or exceedance of PELs, use an approprlate NIOSH approved respirator. In case of eye contact, wash immediately wiih soap and water for 15 minutes; immediately consult a physi- cian. In case of skin contact, wash with soap and water; consult a physician for irritation. For respiratory problems, remove person to fresh air and institute artificial respiration if necessary; consull a physician. In case of ingestion, immediately consult a physician. Wash clothing before reuse. In case of spilts or leaks, wear suitable protective equipment, contain spill, collect with absorbent material, and transfer to a suitable container. Ventilate area. Avoid contact. Dispose of in accordance with current, applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CIOSED � KEEP OUTOF REACH OF CHILDAEN • NOT FORINTERNALCONSUM11PT10N • FOR INDU9TRIAL VSE ONLY All information provided by Sika Corporation ("Sika') conceming Sika products, InGuding but nol limited to, any recommendaUons and advlce relating lo the appllcaUon and use of Sika products, is 9iven in good failh based on Sika's wrrent ezperience and knowledga o( its products when propeAy stored, handled and applied under normal co�tions in accordance wlth Slka's Inswctlons. In practica, ihe dlBerences in materials, substrates, storege and �andling condi- tions, actual site conditions and other factors oulsida ot Slka's controi are such that Slka assumes no liablllty for the provlslon of such information, advice, recommendations or Inswctlons related to Its products, nor shall any legal relatlonship he created hy or arise from the provision of such infortnaGon, advice, recommendatlons or ins'vucUons related to its producls. The user of the Sika product(s) must test Ne product(s) for suita6ility for lhe intended application and purpose before proceedinq with the tull applicatlon of Ihe product(s). Sika reserves the right to change Ihe properties ot its products without �otice. AII sales of Sika product(s) are sub)ect ta its curterri tertns end conmtions of saie which are available at rcm�sikacoro.com ar hy calling 800.9337452. Prtor to each use of any Slka product; th e user must always read and follow the wamings and instructlons on the producPs most c urrent Technical Data Sheet, product label and Materlal Safety Data Sheet which are availab�e online atwww.sikaconstructfon.com or by calling Sika's Technical Servlce0epar4nentat800•933•7452. NothingcontainedinanySikamaterialsrelleveslheuseroftheobUgationtoreadandfollowthewamingsand Instruction for each Sika product as set forth in the currenl Technical Data Sheet, product label and Materlal Safety Data Sheet prlorto product use. LIMITE� WARRANTY: Sika wartanls this producl for one year from date of Insta�lation to be iree �Irom manufacturing defects and to meet the technlcal properties on the current Technical Dala Sheet if used as diracted within shelf life. User determines suitability of product for intended usa and assumes all risks. Buyefs sole remedy shall be umlted to the purchase prfce of replacement of product exclusive of labor or cost of labor. NOOTHER WARRANTIES EXPRESS ORIMPLlEDSHALLAPPLYINCLUDING ANY WARRANTYOF MERCHANTABIUTYOR FlTNESSFORA PARTiCULAR PURPOSE.SIKASHALLNOTBEIIABLEUNDERANYLEGALTHEORYFORSPECIALORCONSEQUENTIALDAMAGES.SIKASHAILNOTBERESPONSiBLE FORTHEUSEOFTHISPRODUCTINAMANNERTOINFRINGEONANYPATENTORANYOTHERINTELLECTUALPROPERTYRIGHTSHELDBYOTHERS. Visft our website at www.sikaconstr�ction.com 1•800-9�3SIKA NATIONWIDE Reglonal Infortnadon and Sales Centers. For the location of your nearest Sika sales office, confact your regional cenler. Sika Corporetion Sika Canada Inc. Sika Maxicana S.A. de C.V. S �p 201 PolitoAvenue 601 DelmarAvenue Carretera Libre Celaya Km. 8.5 ��p� Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanera HC� �A Phone: 800-933-7452 Quebec H9R 4A9 Corregidore, Queretaro _� � Fax:201-9336225 Phone:514-697-2610 C.P.76920 ��.� Fax: 5146942792 Phone: 52 442 2385800 S�ca and Artnalec are regis;ered Fa�c: 52 442 2250537 trademarks. Made in USA. Printed in Canada. m '; ,� ° � �� `,� � - ::.:. _; �w REACTIVITY PERSONAL PROTECTION C N1�4 TERIAL SA FET'Y DA TA SHEET . Page 1 of 4 Sika Armatec 110 - Part A 1. Product And Company Identification Supplier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supalier Emerqency Contacts & Phone Number Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 03/08/2005 Product Name: Sika Armatec 110 - Part A Chemical Family: Epoxy Compound Chemical Formula: RMF-1681 MSDS Number: 3499 Product Code: 018213N 2. Composition/lnformation On Ingredients Ingredient CAS Percent Of Name Number Total Weight EPDXY RESIN 25068-38-6 O-CRESYL GLYCIDYL ETHER 2210-79-9 3. Hazards Identification Eve Hazards Causes eye irritation. Skin Hazards May cause skin irritation. Prolonged and/or repeated contact with skin may cause an allergic reaction/sens itization . Inqestion Hazards May be fatal if swallowed. Inhalation Hazards May cause respiratory tract irritation. MATERI�4L SAFE%Y DATi4 SH�ET Page2of4 Sika Armatec 110 - Part A 4. First Aid Measures � In case of contact, hold eyelids apart and immediately flush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation (redness, rash, blistering) develops and persists. Inaestion If swallowed, do not induce vomiting unless directed to do so by medical personnel. Dilute with water. Get medical attention. immediately. Inhalation Remove to fresh air. If not breathing, give artificial respiration, seek medical attention. 5. Fire Fighting Measures Flash Point: >220 °F Autoignition Point: N/A °F Fire And Explosion Hazards None Known. Extinquishinq Media In case of fire, use water spray (fog) foam, dry chemical, or CO2. Fire Fiahtinq Instructions In the event of a fire, firefighters should wear full protective clothing and NIOSH-approved self-contained breathing apparatus with a full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Avoid release to the environment. Use appropriate Personal Protective Equipment (PPE). Contain spill and collect with absorbent material and transfer into suitable containers. Do not flush to sewer or allow to enter waterways. Ventilate enclosed area. 7. Handling And Storage Handlin4 And Storaqe Precautions Keep out of reach of children. Store in a cool dry area. Keep from freezing. Keep containers tightly closed. Work/Hv4ienic Practices Wash thoroughly with soap and water after handling. 8. Exposure ControlslPersonal Protection Enqineerinq Controls Use with adequate general and local exhaust ventilation. Refer to the current edition of "Industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists for information on the design, installation, use, and maintenance of exhaust systems. Eve/Face Protection Safety glasses with side shields or goggles recommended. Skin Protection Chemical-resistant gloves. Lab coat or other work clothing to prevent skin exposure. Launder before reuse. Respiratory Protection A respirator protection program that meets 29 CFR 1910.134 requirement must be fol�owed whenever workplace conditions warrant a respirator's use. NIATERIi4L SAFETY DATA SHE�% Page3of4 Sika Armatec 110 - Part A 8. Exposure Controls/Personal Protection - Continued Other/General Protection Wash thoroughly after handiing. 9. Physical And Chemical Properties Appearance Milky, white liquid Odor Mild Chemical Type: Mixture Melting Point: N/A °F Boiling Point: N/A °F Specific Gravity: 1.09 Percent Volatiles: 38%, wt. Packing Density: 9.13 Vapor Pressure: N/A Vapor Density: >AIR Solubility: Miscible Evaporation Rate: Slower than ether 10. Stability And Reactivity Stability: Stable Hazardous Polymerization: Will not occur Conditions To Avoid (Stabilitv) None known Incompatible Materials None known Hazardous Decomposition Products Oxides of Nitrogen, CO, CO2 11. Toxicological Information No Data Available... 12. Ecological Information No Data Available... 13. Disposal Considerations Dispose in accordance with applicable federal, state and local government regulations. Waste generators must determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the classification determination are listed in 40 CFR Parts 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate classification. • 14. Transport Information Proper Shippinq Name Not regulated by the USDOT. 15. Regulatory Information � U.S. Reaulatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance Inventory. Mi4T�R1i4L SAFFTY. Di47"A SHEET Page4of4 Sika Armatec 110 - Part A 15. Regulatory Information - Continued ' U.S. Requlatory Information - Continued SARA Hazard Classes _ .. . _ .... Acute Heafth Hazard _ _. . ... _ 16. Other Information NMIS Ratinq Health: 2 Fire: 1 Reactivity: 0 PPE: C RevisionlPreparer Information MSDS Preparer: EHS Department I MSDS Preparer Phone Number: 201-933-8800 Disclaimer The data in this Material Safety Data Sheet relates only to the specific material herein and does not relate to use in combination with any other material or in any process. The information set forth herein is based on technical data that Sika believes to be reliable as of the date hereof. Since conditions of use are outside our control, we make no warranties, express or implied and assume no liability in connection with any use of this information. Nothing herein is to be taken as a license to operate under or a recommendation to i nfringe any patents. SIKA CORPORATION Printetl Using MSDS Generator*" 2000 :Q. :Sr � �._ . � _ ;.�;'> REACTIVITY LO PERSONAL PROTECTION � D 1Vl�4iER1�4L SAFETY DATA SHEET Page 1 of 4 Sika Armatec 110 - Part B 1. Product And Company Identification Supplier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supplier Emerqencv Contacts & Phone Number . Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 03/03/2005 Product Name: Sika Armatec 110 - Part B Chemical Family: Modified Aliphatic Amine MSDS Number: 3484 Product Code: 018214N 2. Composition/lnformation On Ingredients Ingredient CAS Percent Of Name Number Total Weight PROPIATERY BLEND OF ALIPHATIC & CYCLOALIPHATIC AMINES Mixture 3. Hazards Identification Eve Hazards Causes eye irritation. Skin Hazards Causes skin irritation. Prolonged and/or repeated skin contact may cause an allergic reaction/sensitization. Inqestion Hazards Harmful if swallowed. lnhalation Hazards May cause respiratory tract irritation. 4. First Aid Measures � In case of contact, hold eyelids apart and immediately flush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. MATERIAL SAFETY DATi4 S�"IE�T� Page2of4 Sika Armatec 110 - Part B 4. First Aid Measures - Continued Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation (redness, rash, blistering) develops and persists. __. .. Inqestion If swallowed, do not induce vomiting unless directed to do so by medical personnel. Dilute with water. Inhalation Remove to fresh air. If not breathing, give artificial respiration. Consult with a Physician. 5. Fire Fighting Measures Flash Point: 150 °F 67 °C Flash Point Method: DIN 51758 Autoignition Point: 510 °C Fire And Explosion Hazards Exposure to heat builds up pressure in closed containers. Extinauishina Media In case of fire, use water spray (fog) foam, dry chemical, or CO2. Fire Fiqhtinq Instructions Firefighters should wear self-contained breathing apparatus and full protective gear. 6. Accidental Release Measures Avoid release to the environment. Use appropriate Personal Protective Equipment (PPE). Contain spill and collect with absorbent material and transfer into suitable containers. D.o not flush to sewer or allow to enter waterways. Ventilate enclosed area. 7. Handling And Storage Handlinp And Storaqe Precautions Keep out of reach of children. Store in a cool, dry, well ventilated area. Keep containers tightly closed. Work/Hvaienic Practices Wash thoroughly with soap and water after handling. 8. Exposure Controls/Personal Protection Enqineerinq Controls Use with adequate general and local exhaust ventilation. Refer to the current edition of "Industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists for information on the design, installation, use, and maintenance of exhaust systems. Eve/Face Protection Faceshield over safety glasses or goggles. Skin Protection Chemical-resistant gloves. Lab coat or other work clothing to prevent skin exposure. Launder before reuse. Respiratory Protection A respirator protection program that meets 29 CFR 191D.134 requirement must be followed whenever workplace conditions warrant a respirator's use. Other/General Protection Wash thoroughly after handling. � Il�IIATERl�4L SAFE7"Y D�4T�4 SHEET Page3of4 Sika Armatec 110 - Part B 9. Physical And Chemical Properties Aupearance Liquid _.. __... _._. __ . . . __ . Odor Amine Chemical Type: Mixture Specific Gravity: 1.03 Vapor Density: >Air pH Factor: 10 Solubility: Soluble Evaporation Rate: Slower than ether 10. Stability And Reactivity Stability: Stable Hazardous Polymerization: Will not occur Incompatible Materials Strong oxidizing materials, acids, and bases. Hazardous Decomposition Products CO, CO2, Oxides of Nitrogen 11. Toxicological Information No Data Available... 12. Ecological Information No Data Available... 13. Disposal Considerations Dispose in accordance with applicable federal, state and local government regulations. Waste generators must determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the class'rfication determination are listed in 40 CFR Parts 261.3. Additionally, waste generators must consult state and local hazardous waste regulations to ensure complete and accurate classification. 14. Transport Information Proper Shippinq Name Not regulated by the USDOT. 15. Regulatory Information U.S. Requlatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance Inventory. SARA Hazard Classes Acute Health Hazard 16. Other Information HMIS Ratina Health: 3 Fire:. 1 Reactivity: 0 PPE: D . ,� _ _ _ __. ._. ... _.. .._ ... ............... ....... ... .... 1V1�4TERli4L SAFE7rY DATA SHEET Page4of4 Sika Armatec 110 - Pari B 16. Other Information - Continued � HMIS Ratinq - Continued Revision/Preparer Information MSDS Preparer: EHS Department _. ___ _... . __ _ MSDS Preparer Phone Number: 201-933-8800 Disclaimer I The data in this Material Safety Data Sheet relates only to the specific material herein and does not relate to use in combination with any other material or in any process. The information set forth herein is based on technical data that Sika believes to be reliable as of the date hereof. Since conditions of use are outside our control, we , make no warranties, express or implied and assume no liability in connection with any use of this information. Nothing herein is to be taken as a license to operate under or a recommendation to infringe any patents. SIKA CORPORATION Printed Us'v,g MSDS Gercerator'� 2000 � 0 •:�� R:F.� '� y.3,.,:.'s;v� REACTIVITY PERSONAL PROTECTION r MA iERl�4 L S.4 FET Y D�4 TA SHEET Page 1 of 5 Sika Armatec 110 - Part C 2. Composition/lnformation On Ingredients Ingredient CAS Percent Of Name Number Toial Weight CEMENT, PORTLAND 65997-15-1 30 - 35 SILICA, QUARTZ 14808-60-7 60 - 65 SODIUM NITRITE 7632-00-0 1- 5 1. Product And Company Identification Su lier Manufacturer Sika Corporation Sika Corporation 201 Polito Ave 201 Polito Ave Lyndhurst, NJ 07071 Lyndhurst, NJ 07071 Company Contact: EHS Department Company Contact: EHS Department Telephone Number: 201-933-8800 Telephone Number: 201-933-8800 FAX Number: 201-933-9379 FAX Number: 201-933-9379 Web Site: www.sikausa.com Web Site: www.sikausa.com Supplier EmerqencV Contacts & Phone Number Manufacturer Emerqencv Contacts & Phone Number CHEMTREC: 800-424-9300 CHEMTREC: 800-424-9300 INTERNATIONAL: 703-527-3887 INTERNATIONAL: 703-527-3887 Issue Date: 03/03/2005 Product Name: Sika Armatec 110 - Part C Chemical Family: Cementitious Mortar Chemical Formula: RMF-1609 MSDS Number: 3485 Product Code: 018219N 3. Hazards Identification Eve Hazards May cause eye irritation. Skin Hazards May cause skin irritation. Inqestion Hazards May be harmful if swallowed. Inhalation Hazards � May cause respiratory tract irritation. Breathing dust may cause nose, throat or lung irritation. Respirable crystalline silica can cause silicosis, a fibrosis (scarring) of the lungs. Silicosis may be progressive. MATERIAL SAFETY DATA SHEET Page2of5 Sika Armatec 110 - Part C 4. First Aid Measures � In case of contact, hold eyelids apart and immediately flush eyes with plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation develops and persists. Skin In case of contact, immediately flush skin with soap and plenty of tepid water for at least 15 minutes. Get medical attention immediately if irritation (redness, rash, blistering) develops and persists. In4estion If swallowed, do not induce vomiting unless directed to do so by medical personnel. Inhalation Remove to fresh air. If not breathing, give artificial respiration, seek medical attention. 5. Fire Fighting Measures Fiash Point: N/A °F Autoignition Point: N!A °F Fire And Explosion Hazards None Known . Extinquishin4 Media Use the appropriate extinguishing media for the surrounding fire. Fire Fiqhtinq Instructions In the event of a fire, firefighters should wear full protective clothing and NIOSH-approved self-contained breathing apparatus with a full facepiece operated in the pressure demand or other positive pressure mode. 6. Accidental Release Measures Avoid release to the environment. Using appropriate personal protective equipment (PPE), shovel material into waste containers taking care to minimize dust. Dampen if necessary to control dust. Vacuum clean dust with equipment fitted with High Efficiency Particulate Air (HEPA) filters. 7. Handling And Storage Handlinq And Storaqe Precautions Keep out of reach of children. Store in a cool, dry, well ventilated area. Keep containers tightly closed. Work/Hvctienic Practices Wash thoroughly with soap and water after handling. 8. Exposure Controls/Personal Protection Enqineerinq Controls Use of a system of local and/or general exhaust is recommended to keep employee below applicable expsoure limits. Refer to the current edition of "Industrial Ventilation: A Manual of Recommended Practice" published by the American Conference of Governmental Industrial Hygienists for information on the design, installation, use, and maintenance of exhaust systems. Eve/Face Protection Safety glasses with side shields or goggles. Skin Protection Chemical-resistant gloves. Lab coat or other work clothing to prevent skin exposure. Launder before reuse. Respiratory Protection A respirator protection program that meets 29 CFR 1910.134 requirement must be followed whenever workplace conditions warrant a respirator's use. In areas where the Permissible Expsosure Limits are exceeded, use a properly fitted NIOSH-approved respirator. IVI�4TERli4L S/4FETY DATi4 SHE�% Page3of5 Sika Armatec 110 - Part C 8. Exposure Controls/Personal Protection - Continued Other/General Protection Wash thoroughly after handling. Inqredient(s)�- Exposure Limits _. CEMENT, PORTLAND ACGIH TLV-TWA - 10 mg/m3 OSHA PEL -TWA - 15 mg/m3 (total dust) OSHA PEL - TWA - 5 mg/m3 (respirable dust) SILICA, QUARTZ ACGIH TLV-TWA 0.1 mg/m3 (Notice of Intended Change) ACGIH TLV-TWA 0.05 mg/m3 (Proposed) OSHA PEL-TWA 30/%Si02+2 mg/m3 OSHA PEL-TWA 10/%Si02+2 mg/m3 OSHA PEL-TWA 250/%Si0+5 mppcf 9. Physical And Chemical Properties Apaearance Solid/Sand Odor Cement Chemical Type: Mixture Physical State: Solid Melting Point: N/A °F Specific Gravity: 2.70 Vapor Pressure: N/A Vapor Density: N/A pH Factor: 11 Solubility: N/A 10. Stability And Reactivity Stability: Stable Hazardous Polymerization: Will not occur Conditions To Avoid (5tabilitvl None Known Incompatible Materials None Known � Hazardous Decomposition Products None Known 11. Toxicological Information Inpredientls) - Carpinoqenicitv SILICA, QUARTZ j NTP - Listed On The National Toxicology Program Listed In The IARC Monographs 12. Ecological Information No Data Available... N1�47'ER1�4L SAFETY DATA SII�IIEL'T Page4of5 Sika Armatec 110 - Part C 13. Disposal Considerations I Dispose in accordance with applicable federal, state and local government regulations. Waste generators must ' determine whether a discarded material is classified as a hazardous waste. USEPA guidelines for the classification determination are listed in 40 CFR-Parts 261.3. Additionally, waste generators.must consult state-and_local hazardous waste regulations to ensure complete and accurate classification. I 14. Transport Information ' Proper Shippinq Name Not regulated by the USDOT. 15. Regulatory Information U.S. Requlatory Information All ingredients of this product are listed or are excluded from listing under the U.S. Toxic Substances Control Act (TSCA) Chemical Substance inventory. SARA Hazard Classes Acute Health Hazard Chronic Health Hazard SARA Title III - Section 313 Supplier Notification This product contains the following toxic chemicals that are subject to the reporting requirements of section 313 of the Emergency Planning and Community Right-To-Know Act (EPCRA) of 1986 and of 40 CFR 372. SODIUM NITRITE (7632-00-0) 1 - 5 % This information must be included on all MSDSs that are copied and distributed for this material. Inqredient(s) - U.S. Reaulatory Information SODIUM NITRITE SARA Title III - Section 313 Form "R"lTRI Reportable Chemical State Requlations WARNING: This product contains a chemical known to the State of California to cause cancer, birth defects, or other reproductive harm. Inqredient(s1 - State Requlations SILICA, QUARTZ New Jersey - Workplace Hazard Pennsylvania - Workplace Hazard California - Proposition 65 Massachusetts - Hazardous Substance SODIUM NITRITE New Jersey - Workplace Hazard New Jersey - Environmental Hazard Pennsylvania - Workplace Hazard Pennsylvania - Environmental Hazard New York City - Hazardous Substance 16. Other Information HMIS Ratinq Health: '2 F i re: 0 Reactivity: 0 PPE: C MATERIAL S�4FETY D�1 TA SHEE% Page5of5 Sika Armatec 110 - Part C 16. Other Information - Continued Revision/Preparer Information MSDS Preparer: EHS Department MSDS P-ceparer-Phone Number:-201-933-8800 ---. . - ..-... . -. . . Disclaimer The data in this Material Safery Data Sheet relates only to the specific material herein and does not relate to use in combination with any other material or in any process. The information set forth herein is based on technical data that Sika believes to be reliable as of the date hereof. Since conditions of use are outside our control, we make no warranties, express or implied and assume no liability in connection with any use of this information. Nothing herein is to be taken as a license to operate under or a recommendation to infringe any patents. SIKA CORPORATION a�nea u��a Msos ce��arorn z000 � CSI Code: 03 39 23 NO. 3'70 j3 3'0 oc� t�� (�� /V. 8�. MEADOWSm �� iH� _. . . _ . MAY 2008 (Supersedes August 2006) 1100-CLEt�R Resin-Based, Water-Based Concrete Curing Compound DESCRIl'TION The 1100-CLEAR series of water-based concrete curing compounds is form�lated from hydrocarbon resins and may be used on interior, ea�terior, vertical, and horizontal concrete surfaces. Once applied, 1100-CLEAR forms a premium-grade membrane that retains an optimum amount of water in freshly placed concrete for complete hydration of the cement. NOTE: After approximately four weeks, the membrane begins to chemically break down. The membrane will eventually dissipate from the surface. This process usually takes another 3- 5 weeks under normal traffic, exposure to UV, and weathering condifions. USE� The 1100-CLEAR series has been used on both interior and exterior applications where paint, resilient tile or resilient flooring may be applied later. Because of the wide variety of coatings, paints, adhesives, and toppings available, contact the manufacturer of the flooring system or subsequent coating or topping for application approval over resin-based curing compounds. A small test app(ication is always recor.unended. FEATURESBENEFITS • When properly applied, 1100-CLEAR produces a premium-grade film, which optimizes water retention. • Fumished as a ready-to-use, �ue water-based compound. • Produces hard, dense concrete ... minimizes hair checking, thermal cracking, dusting, and other defects. ° Offers a compressive strength significantly greater than improperly or uncured concrete. • Increases tensile strength for greater resistance to cracking and surface crazing. ° Improves resistance to abrasion and the corrosive actions of salts and chemicals. ° Minimizes excessive shrinkage. ° Can be apglied quickly and easily with conventional commercial spray equipment. • Formulations are also available with red fugitive dye added. • VOC compliant ...VOC content is <100 g/L. PACKAGING 5 Gallon (18.93 L) Pails » Gallon (208.20 L) Drums SPECIFICATIONS ■ U.S. EPA Architectural Coatings Rule: 350 g/L maximum VOC for concrete curing compounds • SCAQMD Rule 1113: �00 g/L maximum VOC for concrete curing compounds and waterproofing concrete/masonry sealers • Ozone TranspQrt Commission (OTC): 350 g/L ma�cimum VOC for Concrete Giiring Compounds • ASTM C 309, Type 1, Classes A& B (Type 1-D also available) • AASHTO M 148, Type 1, Classes A& B (Type 1-D also available) TECffiVICAL DATA I)rying Time: Typically dries in 1-2 hours, depending on jobsite conditions (temperature, wind, etc.) Restrict foot traffic for at least four hours; 12 hours is preferable. Flash Point: >210° F (99° C). CONT7NUED ONREVERSESIDE... W. R. MEADOWS, INC. P.O. Box 338 • HAMPSHIRE, IL 6014o-033s HAMPSHIRE, IL / CARTERSVILLE, GA / YORK, PA Phone: 847l2142100 • Fax: 847/683-4544 FORT WORTH, TX ! BENICIA, CA I POMONA, CA 1-800-342-5s�s GOODYEAR, AZ / MILTON, ON / ST. ALBERT, AB www.wrmeadows.com PAGE 2., . 1100-CLEAR #370 ... MAY 2008 ILIE�gD �i��IRI��'g�i� May help contribuie to LEED credits: ° EQ Credit 4.2: Low-Emitting Materials: Paints & Coatings ° MR Credit 5.1: Regional Materials: 10% Extracted, Processed & Manufactured Regionally ° MR Credit 5.2: Regional Materials: 20% Extracted, Processed & Manufactured Regionally �IP�ILI�A7C��1�! �repara@ion ... Application equipment must be clean and free of all previously used materials. I�Iiai�g ... For optimum performance, gentle mixing or agitation is recommended. CAUTION; TO AVOID FOAMING, DO NOT MIX EXCESSI-VELY. DO NOT THIN, Agp�ueataom I�detl�oc� ... Apply in a uniform film to horizontal surfaces as soon as the surface water disappears and the surface will not be marred by wal4dng wor�anen. On vertical surfaces, apply promptly after the forms are removed. 1100- CLEAR may be applied with a typical commercial hand or power sprayer. Use a Chapin 5797 or equivalent spray nozzle that produces a flow of 1/2 gal. (1.59 L) per minute under 40 psi (.276 MPa) of pressure. �overage ... Approximately 200 ft.'/gaL (4.91 mZ/L). Coverage rate may vary depending on conditions (temperature, wind, etc.) at the jobsite, as weil as the porosity and condition of the concrete. �]l��A�J�'g�1�IS KEEP FROM FREEZING. Do not apply if air and/or concrete temperature is less than 40� F(4° C). Improper or over-applicadon may increase the amount of time necessary for the film to dissipate from the surface. SURFACE ivIAY DISCOLOR AND/OR YELLOW DUE TO OVER-APPLICATION. DO NOT MIX OR DII.,UTE WITH ANY OTI�R PRODUCTS OR LIQUIDS. Do not apply paint, resilient flooring or any other subsequent coatings or toppings without first checking the specifications and securing approva] from the manufacturer ofthe product being applied over 1100-CLEAR. A small test application is always recommended. If removal of 1100-CLEAR is necessary, use UI.TRITE� DEGREASER from VJ. R. m�aDows. IE3[IEAIL,'1CID[ A1�IlD ��IH'IE'�'�' IJirect contact may result in mild irritation. Read and follow all application, precaution, label, and health and safety information prior to use. Refer to Material Safety Data Sheet for complete health and safety information. ��[IEIL,rN �LI[�'L�' Q 1 ��cC�IC,� One year in original, unopened container. 1��g8 rH �87[']E3[]Ef� L�, 'P�IE�D plY��IE8I0'�E�'�'��1�, 1Vll�Jll+�yy L'7lLVllD 1Vll��A �I.LLJJ(6ll�'1V� 1TL��'Il3[I�id�Ail[. d➢A�'� ��IEIE�', �II[�g7C �6'�YV�.�WILti�IIE��Y� ��I�. �fleananp ... Prior to drying, cleanup can be accomplished with soap and water. Once dried, use mineral spirits or other suitable petroleum solvent. ]C,Ili�II�'IEA) �'[��l`TT'�' � ` "W. R. MEAI30WS, INC. warrants at the time and place we make shipment, our material will be �i ;i of good quality and will conform with our published specifications in force on the date of i acceptance of the order." Read complete warranry. Copy furnished upon request. �; r !� I�➢SC1�flHYl�➢' � ; The information contained herein is included for illustrative purposes only, and to the best of our �� •� knowledge, is accurate and reliable. W. R MEADOWS, IIVC. cannot however under any � circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As W. R MEADOWS, INC. has no control over the use to which others may put its product, it is recommended that the products be tested to deternune if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with tbe architect or engineer, contractor and owner for the design, applicarion and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilifies in connecrion therewith � W. R. MEADOWS 2002 5/08-2M . , r� __ . ... *� NlATERIAL SAFETY DATA SHEET *�* Dafie ofi preparafion: 07/01/04 Pag� 1 ��g�g� I 3011000 10H AHan�facturer : W. R. MEFlQOWS, IfVC. Address : 300 Industrial Drive - H�I I S- : Hampshire, Illfnois 60140 �Heaith : � � �Flammablity ; � � Telephone # : (847) 683-4500 �R�a�� I Emergency # : 1-800-424-9.300 Chemtrec �Personal Protection ; � Product Cfass (Hazard Rating: O=Least,l=Slight,2=Moderate,3=High,4=Extreme,`=Chronic) : DIVISION 3, Catalog #360-R Mfg. code I.D. : 3011000-10H Trade Name : 190011i/ATEt2-BASE CLE,�P3 CUR4NG CON1FOl41UD ��a�E� BB�� ll��D� ��G�P�G�� ►do. Camponent % by S� V�� p��U� LEL CAS# Weight 313 (mm Hg @ 20 C) 1. Mineral Spirits fi4742-47-8 5-10 �yp (@ 25 C) None of the components of this product are recognized as carcinogenic. N/A: Not Applicable 2 6 o•75 Under the reporting requirements oi Section 313 of Titie III of the Superfund Amendments and Reauthorizatiori Act of 1986 (SARA)and 40 CFR Part 372, chemicals listed on the 313 list (40 CFR Part 373.65) are ident�ed under the heading "SARA 313". ��s�0�1�` 0�=� ��r��0��l� ��c�� u�l�� A CGIH No. PEUTUI�q �CEILING PE�JSTEL SKIN Tl.VlNVA TLV/CE[LIf�G 7LV/STEL 1. 1QOPPM 500PPiV1 N/E P�/E 1QOPPlfl SKIiV IV/E: fVot esfablished � 200P� � �C��'9�1� ��B ��1�� `�A �oiling Poirn4 : 212 degrees F. %!/clakile b vol�ame �vaporatlon PdaBe :< 1 eiher = 1 0 � : 85.00 (Theoretical) t ) /o VolaYile �y weight : 84.00 {Theoretical) Na�or Densaty :> 1(air = 1) Ffilo� ht eP allon ��i Level : g 80 g� S : 8.33 (Theoretical) ��1�� Ir�� °��( rMi u!r"��r� I�Vn�� COs9iACY: Based on the presen� of component 1 this product is presumed to be moderately irritating to the eyes. Product vapors and/or mists may also be irritating to the eyes. " SGtlN CO�fYACT: Exposure may cause mild to moderate irritation. Prolonged or repeated contact may result in defatting and drying of the skin which may result in dermatitis. No irrifation is likely after brief contact, but may occur after prolonged contact. IR�FlkLP�T906V; Exposure may irritate the nose, throat, respiratory tract, and other mucous membranes. Exposure to excessive vapor concentrations may cause signs of transient central nervous system depression. (e.g. headache, drowsiness, loss of coordination, and fatigue). Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Jntentlonal misuse by deliberately concsntrating and inhaling the contents may be harmful or fataL iMGE57��: Based on the presence of component 1 this product is presumad to be slightly toxic. Small amounts of the liquid aspirated into the lungs during ingestion or from vomiting may resutt in severe lung damage. While this material has a low degree of toxicity, ingestion of excessive quantitles may-cause signs of central nervous sysfem depression. (e.g, headache, fatigue, drowsiness, dizziness, and loss of coordination). S�GA15 ,9f�D �Y6U'�TO�ifIS: Symptoms of eye irritation (nclude pain, tearing, reddening; and sweiling. Symptoms of skin irritation include reddening, swelling, rash, and redness. Symptoms of respiratory irritation inc)ude runny nose, sore throat, coughing, chest discomfort, shortness of breath, and reduced lung function. Symptoms of gasfrointesfinal irritation include sora fhroat, abdominal pain, nausea, vomifing, and diarrhea. Transient �ntral nenrous system depression may be evidenced by headache, dizziness, nausea, and symptoms of intoxication; in extreme pses, unconsciousness and death may occur. Symptoms of chronic overexposure include loss of inemory, loss of inte!lectual ability, and loss of coordination. �dGG92AVATED itAEDICAL COEUh�IT10�S: Pre-existing skin, eye, and respiratory disorders may be aggravated by exposure to this product. OT}�ER 91�LTH EFFEC75; IVone recognized. �� 0 ��11�'J M �G- ��tl'V�i N �� 8� V'��ls��&��a�� EYE COfdTACT: Immediately flush eyes with water for fiReen (15) minutes. If symptoms persist, seek medical attention. SaIRJ CORlTACT: Remove contaminated shoes and clothing. �pe excess from skin and flush wifh water using soap if available. 5eek medical attention 'rf irritafion occurs. Do not reuse clothing until thoroughiy decontaminated. ►R9N4LAFIaR1: Remove victim to fresh air and treat symptomatiqliy. Provide oxygen if breathing is difficult. Give artificial respiration if the viciim is n6t breathing. Seek prompt medical attention. �RfGES1101�1: Do not indu� vomiting. If vomiting spontaneously occurs, keep the victim's head below the hips to prevent aspiration into the lungs. Since aspiration into the lungs pn caus� very serious, permanent damage, the decision of whether to induce vomiting or not should be made by a physician. Danger from lung aspiration must be weighed against toxicity when considering emptying the stomach. Consult a physician, hospital, or poison control center andJor transport to an emergency facility immediately. D�fe of preparafion: 07/0�/04 � �� Q�9/�`��C��C� ��QG� �MG`�6G�� 4d��M�� 301 9 000-1 0H Page 1 �, *** �IATERIAL SAFETY DATA SHEET **�' Page 2 Date of pr 1 ar tion: 07/01/04 3011000-10H ��C�9��f �— �8�� +�� X��OSiON �I�RDS FLAflHf�lABILIT'Y CLASSIFICATION - NFPA : Combustibie Liquid - Class IIIA - DOT : Not regulated FLASH POONT: Greater than 210 degrees F. (Estimate) EXTIidGU6�li1WG MED�,4: Use water fog, foam, dry chemical, or Carbon Dioxide. SFECIA,L FIRE FIGHTifi;G PROCcDURES AMD PRECd�UTtO�S: Clear area of unproteded personnel. Do not enter confined fire space without helmet, face shield, bunker coat, gloves, rubber boots, and a positive pressure NlOSH epproved self-contained breathing apparatus. l9RfUSUAL FlRE ARiD EJ�LOSIdiV H�RDS: Containers exposed to intense heat from fires should be cooled with water to prevent vapor pressure buildup which could resu(t in container nipture. Container areas exposed to direct flame contact should be cooled with large quantities of water as needed to prevent weakening of container structure. �C��I�dV !!@! ��CTI!/91�Y STABILITY: Stable HA�RDOUS POLYf�E1217ATION: Wiil not occur CONDIYIONS Af�D I�i"ERIALS TO A!/OID: Avoid oxidizing materials. _ H�6tDOUS DECOMPC3SIZIOiV PP.ODL9CTS: Combustion may yield Carbon Dioxide, Carbon Monoxide, and/or incomplete combustion products. Do not breathe smoke or fumes. Wear appropriate protective equipment. ��0�� 8 �� 0�� RESRi93,�FORY PROTECTiON: Use ventilation as required to contro{ vapor concentrations - at least 10 air changes per hour are recommended for good general room ventilation. If exposure exceeds the PEUTLV, u�s the appropriate NIOSH approved respirator. pR�TECTiV� CLOiH?1VG: Wear safery glasses, goggles, or a splash shield to prevent eye contact. Contact lenses should not be wom. Wear appropriate gloves and protective clothing to prevent contact with skin and clothing. ADDIYIOAI.4L P�OiECT!!/E iV9�,SlD��S: Eye wash fountains and safety showers should be available for use in an emergency. . �C��i�E4 9X ��V��9��+� ��'��9�� PILL Ot2 LEA�f FROC�QLE�S: I.ARGE SPILLS» Evacuate the hazard area of unprotected personnel. Wear appropriate respirator and protective clothing. Shut off source of leak oniy if safe to do so. Dike and contain. If vapor cioud forms, water fog may be used to suppress; contain run-off. Remove with vacuum trucks or pump to storage/salvage vesse{s. Soak up residue wiih an absorbent such as clay, sand or other suitable material; placz in non-leaking containers for proper disposal. Flus h area v�ith water to remove trace residue; dispose of flush solutions as above. SNUALL SPILLS» Take up with an abso�uent materiai and placa in non-leaking containsrs; seal tightly for proper disposal. yU�S`�� P�9S��l�L:Observa all Federal, State and loczl regulations regarding pro�ar disposal, ��'9�� B�D�G�l�9� ��A��'1��9� Containers can contain hazardous product residues even �vhen empty. Wash with soap and water before eating, drinking, smolcing or using toilet facilities. The inform�tion conta�ned herein is ba�ed on the data availabf� fio us and is believed to be correct. However, we make no warranty, expressed or im�lied regarding the acc�racy of ihis data or the resulfis to be obtained from the use thereof. We assume no r�spo�sibili'�y for inj�ry fram 4h� u�� of the prad�:ct des�!ibed herein. Date of preparation: 07/01L04 3011000-10H � `� �� a�'��r�� S�aR ��R� ��h'�� Page 2 � Submittal Trar�smittal & Response Shaded areas are for Gity ofRenton use only . � _ � . �COPtsT�IJ�TIC7N Ih{C. Submittal Number: 029 DATE: 01/24/2011 (Contractor. each submittal fransmiftal wil! have a consecutive number beginning with "1 ". Resubmitta/s will be identifred with R1, R2, etc.) Note: One form shal! 6e �1/ed out for each submitfa/ ifem. The only exception will be if multiple items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES No. : WWP-27-3536 Contractor: ADVANCED CONSTRUCTION, INC. Fed Aid #: NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response Cast-In-Piace Concrete: + 10.033 Mix Design; Class 4000 psi w/air ,,�/� 1 1.05 A Stoneway Concrete Mix Code No. 6003 /V� ❑ Re-submittal ❑ Sup mental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 5ignature / Printed Name & Title Phone # The Owner has reviewed ihe above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the constructicn Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: �� j See Aitacned Owner's Comments ❑ See Allark-Up of Submittal Documents ❑ See Other Attachments f F,� - -, - :Y,, _ _ ;, ,� ;_�e: K t' z- :��Y,Y.l;:_ ::"� Advanced Construction Inc. 12322 Hwy 99 Suite 104 Everett WA 98204 Project: West View Lift Station Dear AJ: In accordance with your request, we are submitting the following mix design(s) for the above project Stoneway Concrete Whera Qukliiy Counts xsvrov, R�n �aoss OFFICE(d2i)22G-1000 FiS:(�25)228 - 5924 Date Issued: 1/21/2011 Mix Code Number Plant Description Use 6003 11 Seattle 4000 psi 6sk Air Performance Design CA Exterior Concrete 6003 14 Houser 4000psi 6sk Air Performance Design CA Exterior Concrete A struclural concrete statisticai analysis report, based on mix design performance i� the field, is included for your review, along with mix design proportions. This report is in accordance with ACI 318-02 specifications. Stoneway concrete warrants (as its exclusive warranty) the compressive strength of test specimens tested for acceptance in accordance with ASTM wili meet ihe design strength for each mix design. The hisiorical mix design strengih test data represents the results of compressive tests of concrete specimens, not the strength of concrete in place. Because Stoneway Concrete does not control the means and methods of placement, it does not accept responsibility for the workability, strength of in place concrete or for concrete test specimens not tested in accordance with ASTM. If requested, Stoneway Concrete is prepared to recommend modifications to this proposed mix design to take into consideration the contractor's means and methods, subject to appropriate price adjustments. Stoneway Concrete requests copies of concrete compressive strength test results within three (3) working days of performance of said tests and written notice of deficient concrete compressive strength iest results within 24 hours in accordance with our standard terms and conditions and in accordance with ASTM C 94-94a, Section 14.4. Stoneway Concrete does not profess to be a licensed archiiect, civil engineer or structural engineer. Accordingly, any advice or specifications supplied by Stoneway Concrete shali be used at the sole risk of those requesting or receiving the same. Stoneway Concrete assumes no responsibility for the design or construciion of any structure in which its products are used. Any review of plans, specifications building applications or produciion applications by Stoneway Concrete is not to be construed as approval thereof by Sloneway Concrete. Sincerely, STONEWAY CONCRETE Greg McKinnon 1992 - 201 I Digital Site Systems, Inc. Page2 Quadrel iService SM Date Issued: 1/21/2011 Supplier: Stoneway Concrete Customer: Advanced Construction Inc. Project: West View Lift Station mix iu: 6003 Spec. ; Materiai Source Description ASTM Gravity oz. cu.ft. Weiqht(Ib) Coazse Aggregate Glacier Pit # B-335 AASHTO #57 (3/4) C33 2.67 0.00 11.65 1,942 Fine Aggregate Glacier Pit # B-335 Concrete Sand C33 2.63 0.00 7.47 1,226 Type I-II Ashgrove Type I-II C150 3.15 0.00 2.87 564 Type A Water Reducer W.R. Grace WRDA-64 C494 1.21 28.20 0.00 AirEntrainer W.R. Grace Daravai� 1000 C260 1.10 3.00 0.00 Citv City Water C94 1.00 0.00 3.84 240 Air 1.36 TOTAL 27,19 3,972 Specified F'c : 4,000 PSI Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 146.1 Ibs./cu.ft. Specified Air: 3.50 To 6.50 % Designed W/C + P Ratio: 0.43 Designed Air: 5�� % Designed Volume: 27.19 cu.ft. Mix Code must be used when ordering concrete. Plani: 11 Seattle Stoneway Goncrete Where Q�ar�ry coun�s 1915 nfAPLE VALLEI' FRVY REVTO��I, lG�l 98055 OFF7CE(425)ZG-1000 FrLti: (d25) 228 - 492d Usage: Exterior Concrete NOTES: Stoneway Concrete has no knowiedge or authority regarding where this mix is lo be placed, therefore it is the responsibility of the project architecUengineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with lhe manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as�a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: " Color #413010 must be ordered with this mix. Greg McKinnon Quality Assurance and Marketing Manager 1992 • 2011 Digital Site Systems, luc. Page3 Quadrel iService SIN Stoneway Concrete Date: 1/21/2011 Where Qualify Counts ] 915 bf APLE VALLEP f iIC�T RFlV['ON, WA 9805i dFl��CE(d25)2?G-1000 � F.�1_.C:({p5)2? 8-472� Mix Name: 6003 units : US PSI Strength and Strength Fit vs Nlaturity PSI # of Occ. Histog�am for 28 Day Strength %/PSi 9000 - , } 9000 _��__. _. �_ __ 8000 -•- . i_______ �__�_.1:_�.��--��__`__!� B000 --- --�___- � --- __L�.-_. 1-_._ .� 7000 �- - - � � � 7000 , � .. I � 6000 � -___.._ '__�.�.��- . _. ---- -- � -- --- 600� i 5000 �-----�--. ��-�---�--_ � :�-__-�-� 5000 [ � � ' _.�� a000 - _ _- � L__� � �____�.�- .- -► �000 � - �--_____.__ 3000 .��_._��._.��.�..__� : �______�._...__._.� ...__,.:_1 3000 � . � � F . � � 2000 `- --=__� __��_1�----�------'----_!._:�._v-------..� 2000 0 100 200 300 400 500 600� Vlaturity Hours 700 7.00 6:00 5.0� 4.OD 3.00 2.00 1.00 0.00. 3L _ � STRENGTH SUMMARY, Compression Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Tests Slump Air Day Day Day -------------------------------------------------------- 30 9.41 4.93 3390 5000 6290 Mix Number 6003 6003 6403 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 PSI 95% of tests lie above cross-hatched area 4" x 8" Avg 56 Std ACI318 Day Dev Req'd ------------------------------- 900 5600 0:04 0.04 0.03 0.03 0.02 0.07 U.OI 0.00 l04 DETAILED STRENGTH, Compression 4" x 8" Date Plant Slump Spread Air Strengths 3 Day 7 Day 28 Day 56 Day " ----------------------------------------------------------------------- 1/15/2008 11 Seat 5.00 5.50 5710 7380 2/19/2008 11 Seat 5.00 5.00 4270 5280 2/27/2008 11 Seat 4.50 6.10 4690 6430 2/27/2008 11 Seat 5.00 5.30 5430 6970 3/19/2008 11 Seat 4.00 5.20 7580 5/6/2008 11 Seat 5040 6330 5/6/2008 11 Seat 4960 6240 5/8/2008 11 Seat 4570 5900 5/19/2008 11 Seat 5520 7170 7/3/2008 11 Seat 5050 6190 7/7/2008 11 Seat 2.50 4.00 4810 5960 7/23/2008 11 Seat 4540 5370 9/17/2008 11 Seat. 4.75 5.50 4190 5220 2/17/2009 11 Seat 4.50 6440 7380 5/7/2009 11 Seat 5.00 4.30 5820 7170 5/15/2009 11 Seat 4.00 5.40 3880 4950 7/21/2009 11 Seat 4.50 4.50 4760 6290 8/7/2009 11 Seat _ 5.00 4.50 3460 4950 5510 8/8/2009 11 Seat 4.25 5.00 5590 6690 B/15/2009 11 Seat 4.75 5.00 4200 5140 1992 - 20 L 1 Digital Site Systems, Inc. Page4 Quadrel iService S� Mix Number 6003 6003 6003 6003 6003 6003 6003 6003 6003 6003 DETAILED STRENGTH, Compression 4" x 8" Date Plant Slump Spread Air Strengths 8/18/2009 8/22/2009 8/24/2009 8/28/2009 9/15/2009 4/2/2010 4/9/2010 4/�16/2010 5/9/2010 9/29/2010 3 Day 7 Day 28 Day 56 Day -------------------------------------------------------- 11 Seat 5.25 5.50 4200 5280 11 Seat 5.50 5.50 3350 5020 11 Seat 3.75 3.80 4630 5930 11 Seat 5.50 5.00 3350 4590 6550 11 Seat 4.00 5.10 5100 5820 11 Seat 3.00 . 5940 7920 11 Seat 3.00 5910 7200 11 Seat 3.50 �300 5680 11 Seat 3.00 4.00 6420 8240 11 Seat 6.50 4.30 4890 6000 1992 - 2011 Digital Sitc Systems, Inc. PageS Qu3diel 1$eCV1ce SPA Date Issued: 1/21/2011 Supplier: Stoneway Concrete Customer: Advanced Construction Inc. Project: West View Lift 5tation Mix Code must be used when ordering concrete. Plant: 14 Houser Stoneway Concrete Whera Euality Coants ]915 .lIi1PLE VALLE] FIN] RF1YI'ON, R'A 9805i OPF[CE (d25)22G-1000 Fd1:(425)228 - 492d Usage: Extcrior Concrete ma iu: 6003 Spec. Material Source Descri tion ASTM Gravity oz. cu.ft. Wei ht Ib Coarse Aggregate Icon Pit# A-464 AASHTO #57 (3/4) C33 2.69 0.00 11.72 1,969 Fine Aggregate Icon Pit# A-464 Class 2/Concrete San C33 2.60 0.00 7.40 1,202 � Type I-II Ash Grove Type I-II C150 3.15 0.00 2.87 564 ; Type A Water Reducer W.R. GraCe WRDA-64 . C494 1.21 28.20 0.00 � AirEntrainer W.R. Grace Daravair 1000 C260 1.10 3.00 0.00 � City City Water C94 1.00 0.00 3.84 240 I Air 1.36 � TOTAL 27.20 3,975 Specified F'c : 4,000 PSI 5pecified Slump: 4.00 To 5.00 in. Designed Unit Weight: 146.1 Ibs./cu.ft. Specified Air: 3.50 To 6.50 % Designed W/C + P Ratio: 0.43 Designed Air: 5•� % Designed Volume: 27.20 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore ii is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipaied environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in job'site demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: " Color #413010 must be ordered with this mix. Greg McKinnon Quality Assurance and Marketing Manager 1992 - 20 L] Digital Site Systems, inc. Page6 Quadrel iSerVice SA1 Stoneway Concrete Date: 1/21/2011 Ifilhere Qtealify Counts 191i ntAPLE VALLEY HNY . RF�*I'ON, WA 98055 OFFICE(d2S22G-1000 � � F�1S:(d2�228-192d Mix Name: 6003 un�ts : us PSI Strength and Strength Fit vs biaturity PSI # of Occ: Hisfogram for 28 Day Strength %/PSI 75D0 --- � --- -�---------1----�-�---- 7500 _�_ 7000 -,- i ----� ----�-- ` 7000 65DD � - ---- . �.� _ :.- 6500 - -- - 6D00-�------ ----- -�- - - 6000 L -------�- - . - . - 55�0 �..�_..-_._: . ` _ y . ---�----=-r-�- --�- 5500 50�0 -- -�----- ------� ---- �,- � - - 5000 d500 i _-.,_ � -__ i - 4500 � .'.__ � i 4000 t .-_ _._.�_ � _ _.__L .---� __..,. ...---- -!-- 4000 3500 � - ----'- t � - -- - 3500 -� - �- � � ---�--- � �_..._ - h 3000 :_____ 4 �____ _. ____-- 3000 �_.__._ . ....._._ ! -�-___�__ 2500 �-- �. -�--� ....-___�---�_�_._ �___._�__� 2500 0 100 200 3�0 400 500 600 A�Iaturity Hours 700 1200 10.0� B. DO 6.00 �.00 2.00 0.00 zF STRENGTH SUMMARY, Compression Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Tests Slump Air Day Day Day -------------------------------------------------------- 30 4.88 5.36 3010 3750 4910 0.05 0:05 O:Od 0.03 0.02 0.01 0.00 ]0 PSI 9�% of tests lie above cross-hatched area 4" x 8" Avg 56 Std ACI318 Day Dev Req'd ------------------------------ 620 4950 DETAILED STRENGTH, Compression 4" x 8" Mix Date Plant Slump Spread Air. Strengths Number 3 Day 7 Day 28 Day 56 Day ---------------------------------------------------------------------------------- 6003 7/21/2008 l� Hous 38'00 4610 6003 8/7/2008 19 Hous 3530 4550 6003 8/13/2008 14 Hous 5.50 5.00 5310 6003 8/14/2008 14 Hous 3.75 6.20 9210 5610 6003 8/15/2008 14 Hous 6.75 5.90 3860 5740 6003 9/11/2008 14 Hous 6.00 4.80 4090 5520 6003 9/23/2008 14 Hous 5.00 4.00 4520 6580 6003 10/21/2008 14 Hous 4.00 6.10 5770 7120 6003 11/17/2008 14 Hous 5.00 6.80 3350 4610 6003 5/19/2009 . 14 Hous 4.00 4.50 4500 5500 6003 E/30/2009 14 fious 4.25 5.00 4810 5610 6003 7/7/2009 14 Hous 4.25 4.50 410a 5180 6003 7/8/2009 14 Hous 4.25 4.60 4010 5050 6003 7/10/2009 14 Hous 4.25 4.90 3990 5380 6003 7/16/2009 14 Hous 4.75 4.50 3390 4580 6003 7/31/2009 14 Hous 5.00 6.10 2950 4070 6003 8/3/2009 14 Hous 4.50 5.20 3390 4670 6003 8/4/2009 14 Hous 6.00 4.50 3260 4410 6003 B/5/2009 14 Hous 5.00 6.00 3280 4350 6003 B/6/2009 14 Hous 5.00 4.50 3250 4580 1992 - 2011 Digital Site Sysiems, Inc. Page7 Quadrel iService SM DETAILED STRENGTH, Compression 4" x 8" Mix Date Plant Slump Spread Air Strengths Number 3 Day 7 Day 28 Day 56 Day ---------------------------------------------------------------------------------- 6003 8/12/2009 14 Hous 5.50 3510 4100 6003 S/13/2009 14 Hous 4.50 5.00 3480 4660 6003 8/20/2009 14 Hous 5.00 7.00 3370 4100 6003 8/21/2009 14 Hous 4.50 6.00 3010 3590 4520 6003 8/25/2009 14 Hous 5.00 6.00 3010 4080 6003 8/27/2009 1? Hous 5.00 5.00 3010 4030 6003 9/1/2009 1? Hous 5.00 5.50 3680 4900 6003 9/9/2009 14 Hous 4.00 5.30 3610 4620 6003 9/10/2009 14 Hous 5.00 6.00 3810 4780 6003 12/16/2009 14 Hous 6.00 5.90 3650 4480 1992 - 20t 1 Digital Site Systems, [nc. Page8 Quadrel iService SM 1�Ta�ional R.eaci� �ed. Conc�e�e .�ssociation � Certi�cate of Conformance For -- Concrefe Producfion Facilities N RM GA CERTIFY THAT _ . THIS IS TO Stor�eway Seattle Pla�at, Seattle, WA S'toneway Conc�ete has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the CheckList fo�• Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatie Batching and Recordings of Cena�ntataous 1V1'ateritals9 A(ggregate, Wqter, ancl Chenaacal Ad'narxtrcres Signature of Licensed ofessional Engineer Ja�tuary .�2, 2009 Febricary 08, 2011 lnspection Date Certification Expiration Date This company will maintain these fucilities in compliance with the CheckLisl requirements and will correct promptly any defceiencies which develop. . �a V � B 1i / I'� 6/G��i�� Signature of Company Official Title of Company Official NOTIC�; The Cfreck List 1ndlcates onfy Ihal planl fadl[tles are sa�sfaclary for Ihe pmduGion af wnaete when propedy operated. Caniarmance af Ihe cancrele ifse(Iwllh epedffcalton requlrements musl be ved�ed by usua! inspec6on melhads In accordance wfih sales agreemenls: � This cerUflsate is Issued by the NaUanal Ready Mixed Cancrete Assodatbn on verificaVon Ihat Ihe producfion faa'Rly contorms to fhe requiremenls of Ihe NRMCA CettKieaUon ot Ready Mix�d Cancrete Productlan FacWiles, QC3. Unaulharited reproduction or miause a( lhis cartificate may result In legal aeUon. Plant ID #: 80I273 �] 4b5, 1992, 2001, 20Q2, 2006 Cectification ID #: 10260 Nationat Ready Mixed Concrete Association 900 Spring Street • 5il�er 5pring • Maryland 209i0 l�Tat�o�al l�eady I1�I�ed Co�.crete Associai�o� � Cerfifica#e of Conformance For _ Concrete Production Facilities _ _. NRMCA. THIS IS TO CERTIFY TT3AT Stoneway Houser Plant, Rento�, WA Stoneway Conc�ete has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the CheckList for Ready 11�Ilxed Co�zcrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Profe io ngineer Januafy O8, 2009 February 09, 2011 Inspection Date Certificatlon Expirafion Date This company will maintain these facilities in compliance with the C/�eckList requirements and will correct ptly any deficienoies whioh develop. ,� �> .0 Pi T I"c s i�P�'!� 5igriature of Company Official Title of Company Official NOTICE: The Check Ust Indlcates only ihat plant tacilWes are saUsfactary inr the prodacllnn n( concrele when properly operated. Can[ormanee o1 Ihe concrete ilsel(wiih spea5catlon requiramenLs musi he vedfied by usual inspecilon malhads In accardance with sales �graemenLs, This ceAificale Is (ssued by !he Nattonal Ready Mixed Concrete AssaclaHan on verificaUon Ihet Ihe productfon fac&ty conforms in the iequ(remanls of Ihe MRMCA CertificaUon oi Ready Mixed Concrete PmducUon FeclnVes, QC3. Unauihad�d repraductlan or misuse of tlds cer6flcate may resuit In legal acUon. Plant ID #: 8028 t2 � 1965, 1992, 2001, 2002, 2006 Certificution ID #: 10259 National Ready Mixed Concrete Assaciation 900 Spring Street • Silver Spring + Marytand 20910 �Ta�iona� Rea�y 11�Ii�ed C�n��et� Assoc�ation � Ceriificate of Conformance For _ _ _ Concre#e Prbduction Facilities NRMCA THIS IS TO CERTIFY THAT Stoneway Tukwila Plant, Tukwila, WA Stoneway Conc�ete has been inspected by the undersigned Iicensed prafessional engineer for conformance with the requirements of the Cl�eck List for Ready 11�1'�xed Cot�crete Prodirction FaciliNes. As of the inspection date, the facilities met the requirements for production by CentrallVlixing wiih Ar�tomatic Batching and Recordings of Cementitiorxs Materials, Aggregate, Water, and Chemical Adfnixfures � Signature af Licensed Prof onat Engineer Jani�ary 12, 2009 Februa�y 08, 2411 tnspeetion Date Cerificaiion Expiration Datz This company will maintain these facilities in compliance with the CheckList requirements and will correct pr tly any deficiencies which develop. � �/ iG� rrasr�� Signature of Company Official Titie of Company Offioiel NOTICL�: The Check Llst Indicales oniy Ihat plant (adlltSes are saltsfadary Ear Ihe producUan of conuele when pmpedy aperaled. Confortnance ot the cancrehs it�elf wll� spadftsatlan requlrements musl 6e varifled by usue) Inspeelion me�hods In acca�dance wiih sales apreemenls. This certiBeate Is Issued by U�e National Ready Mbced Conexele AssoclaUon an veriflcatlon Ihet the pmducUon tadfity confnrms to ihe requlremenis at Ihe NRMCA CerldicaGan of Ready Mlxed Conc�ate Pmductian Fac�iDas, QC3, Unaulhorized �eprodudlon ar mfsusa of Ih(s cettificate may result In legal aciion. Plant m #: 801275 � l965, I492, 2001, 2002, 20D6 Certification ID #: 10261 National Ready Mixed Cancrete Association 900 Spring Street • Silver Spring • Maryland 20910 AS�I GROV� CEIVIEl�T'I' COli�iPAleTY �, "WESTERN REGION" 1181 l N.E. First Street, Suite A310 Bellewe, WA 98�05 Sales Office: (425) 688-0110 To11 Free: 1=800=665-4382 Fax:(425)688-0122 January 7, 2011 Mr. Greg McKinnon Stoneway Concrete 9216 8�' Ave S. Seattle, WA 98108 Dear Greg: RE: Cement Certification This letter is issued to certify that the cement we supply for your use is in conformance with the requirements of ASTM C150-09 for Type I and Type II cement including the low alkali requirement in table 2 and which satisfies the Washington DOT specification. In addition, this cement meets AASHTO M-85 requirements. Attached you will iind our Mill Analysis dated December 13, 2010, #2010-14, for Type I and Type II cement. This analysis is typical of the cement we manufacture at our plant in Seattle, Washington. We further certify that this cement meets all the requirements of the "Buy American Act." If you should have any questions regarding the use of our product, please feel free to contact the undersigned. Sincerely yours, `�' "' � David Burg Technical Service Manager DAB:cf Attachment P R O D U C T �@S�iI�.1f1OCl Daravair� 1000 is a liquid air-entraining admixture that provides freeze-thaw resistance, yield control, and finishability performance across the full range of concrete mix designs. Daravair 1000 is a clean, light-orange product designed to generate specification-quality air systems. Based on a high-grade saponified rosin formulation, Daravair 1000 is chemically similar to vinsol- based products, but with increased purity and supply dependability. �,9�c^$ Daravair 1000 air-entraining admixture may be used wherever the purposeful entrainment of air is required by concrete specifica- tions. Formulated to perform across the entire spectrum of production mixes, Daravair 1000 generates qualiry, freeze-tha�v resistant air systems in concrete conditions that include the following: • Low Slump • Paving • Central Mix • E�ctruded Slip Form • Mixes Containing Hot Water and Accelerators • Precast Da rava i r° 1000 Air-Entraining Admixture ASTM C 260, AASHTO M 154 • High Cement Factor • Fly Ash and Slag � Superplasticizers • Manufactured Sands Ai��Eritrs�ining dcfi�r� Air is incorporated into the con- crete by the mechanics of mixing and stabilized into millions of dis- crete semi-microscopic bubbles in the presence of a specifically designed air-entraining admixture such as Daravair 1000. These air bubbles act much like flexible ball bearings increasing the mobility, or plasticiry and workability of the concrete. This can permit a reduction in mixing water with no loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation are minimized. Through the purposeful entrain- ment of air, Daravair 1000 markedly increases the durability of concrete to severe exposures particularly to freezing and thaw- ing. It has also demonstrated a remarkable ability to impart resis- tance.to the action of frost and deicing salts as well as sulfate, sea and alkaline waters. �RACE Construction Products Com�alibiliiy with Ofiher Ad�ixtures Daravair 1000 air-entraining admixture is fully effective and compatible in concrete with other adrnixtures. EACH ADMIX- .. . . TLTRE, HOWEVER, SHOiJLD BE ADDED TO THE CON- CRETE SEPARATELY. QC�l�lfilOs'1 �CItE' There is no standard addition rate for Daravair 1000 air-entraining admixture. The amount to be used will depend upon the amount of air required for job conditions, usually in the range of 4 to 8%. Typical factors which might influence the amount of air- entraining admixture required are, temperature, cement, sand gradation, and the use of extra fine materials such as fly ash and microsilica. Typical Daravair 1000 addition rates range from SO to 200 mL/100 kg (3/a to 3 fl oz/100 Ibs) of cement. The air-entraining capaciry of Daravair 1000 is usually increased when other concrete admixtures are contained in the concrete, particularly water- reducing admixtures and water- reducing retarders. This may allow up to a two-thirds reduc- tion in the amount of Daravair 1000 .required. . 1�7ix Adjustment Entrained air will increase the volume of the concrete making it necessary to adjust the mix pro- portions to maintain the cement factor and yield. This may be accomplished by a reduction in water requirement and aggregate content. ��s�a��sinr� �q�iprrient A complete line of accurate auto- matic dispensing equipment is available. These dispensers can be located to discharge into the water line, the mixer, or on the sand. Pt�a!��r�in� Daravair 1000 air-entraining admixture is available in bu1k, delivered by metered tank trucks and in 210 L(55 gal) drums. Daravair 1000 contains no flam- mable ingredients. Dazavair 1000 will freeze at about -1°C (30°F) but its air-entraining properties are completely restored by thawing and thorough mechanical agitation. Arc�iitects' Speciiications Concrete shall be air entrained concrete, containing 4 to 8% entrained air. The air contents in the concrete shall be determined by the pressure method (ASTM Designation C 231) or volumetric method (ASTM Designation C 173). The air-entraining admix- ture shall be a completely neutral- ized rosin solution, such as Daravair 1000, as manufactuxed by Grace Construction Products, or equal, and comply with standard specification for air- entraining admixtures (ASTM Designation C 260). The air- entraining admixture shall be added at the concrete mixer or batching plant at approximately 50 to 200 mL/100 kg (3/a to 3 fl oz/100 lbs) of cement, or in such quantities as to give the spec- ified air contents. YY�� Visit our web siie ai: www.gcp-grace.com �°fa Prinred o� reoyo�ed PaPer W.R. Grace Rt Co.-Conn. 62 Whittemore Avenue Cambridge, .VIr102140 o»��. �, �:««a c�a��,t orw.a. c�u x co: ca��. p a We hope rh< infomurion here will be hetpfnl. 4 is 6ased m dan and kno�vledgc m�iJered m 6e �rve and naurue and is oFFered tor �he useri cwuiden�ion i B� ' n �, ■/� �� d ve�ifiuunq bu� we do na.vunnc du �esvlu �o be abtiined. Pkaze md all seuemen¢, �aommrndariau or w�esr.ons im m�iunceav wieh our condirionc af ufy �� * hich aPply ro allg� k mpplied 67 us. No snmsrnq recavunmdarian or su�ge n i rnded for any hieh xauld ivFringc y Wornc or mpynghr. W. R. Grue � v k Co: Conn., 62 Whirtemare Avrnue, Gmbridge,:NA 02140. ln Gvada, W. A Goa �V-. Co. G�udi,L�d.294 Clrnunn Aosd, W<se, Ajaz, Onnrio, Camda L15 3C6. ' This p�oduct rtuy he eaveced 6y pa�m�s or p�rcnn pending. Copyright 1999. WA. Grace & Co.-Conn. A1R-7C Prinrtd in U.S.A. 4l99 EA/GPSlS�( Construetion Produets �A�SE'T° 400 Set-accelerating admixture ASTM C494 Type C �r��s�c# ��ript6v� Daraseta' 400 is a non-conosive, non-chloride admixhire for concrete. It accelerates cement hydration resulting in shortened setting times and increased early compressive and flexural strengths. Daraset 400 does not contain calcium chloride and is non-corrosive to reinforcing steel, to metal decks and to metal components of admixture storage and dispensing systems. lt is formulated to comply with ASTM C494 Type C, and can be used at any dosage to comply with ACI 318 guidelines for chloride content of concrete. Daraset 400 weighs approximately 11.5 lbs/gal (1.38 kg/L). ��5 Daraset 400 may be used wherever it is desir- able to reduce the setting time of concrete and/or to increase its early compressive and flexural strengths. For mixes designed with pozzolans, such as fly ash or slag, Daraset 400 can help offset the retarding effects of these materials, especially in cooler temperatures. In cold weather, Daraset 400 may be used to Complies wit as slag or fly ash ' STM :.C494 Type C ; ' reduce the time that it takes the concrete to set, prior to finishing. Typical results show that when concrete containing Daraset 400 is poured at 50°F (10°C), the concrete will set up to 2 hours faster than the reference concrete. When used in the manufacture of precast concrete, Daraset 400 speeds the concrete's strength development allowing for earlier fonn removals and more efficient production. Daraset 400 can also be used in masonry mortar to obtain higher early strengths and accelerated setting time effects. ��2Car'%s �LG'�ie.1�'e Daraset 400 non-corrosive, non-chloride set accelerator provides setting time results and early strength development similar to that provided by calcium chloride, but without the potential corrosive effects. Daraset 400 can, therefore, at recommended dosage rates, safely be used where the potential corrosion of embedded or stressed steel must be avoided. It can also be used in concrete that is to be placed on steel clad or zinc coated steel decks where corrosion must be similarly avoided. � { �y wstl �� fi �"s:y�^F`� _ T.i�� a �\ FN� �� i � £ z-:��.�. a �- � � T, � � � �@if��`iliat`�CE: In concrete mixtures, Daraset 400 accelerates the chemical reaction between Portland cement and water. It speeds up the formation of gel—the binder that bonds concrete aggre- gates together. Accelerated gel formation in turn shortens the setting time of concrete, compensates for the set-slowing effects of cooler weather; and contributes to the devel= opment of higher early strengths. �C�C�It1011 ��G'S The amount of Daraset 400 used will depend on specific job conditions, on local materials and on the degree of set acceleration and early strength development required. Typical addition levels range from 10 to 60 fl oz/1001bs (650 to 3910 mL/100 kg) of cement. Higher dosage rates may be used for select applica- tions after consulting with your local Grace sales representative. �am��i#�i�iiy v�ith C)�h+�r Adr�ixtr�re� �ra�i �afich �BC�ia�t��tiC�. Daraset 400 is compatible with most Grace admixtures as long as they are added sepa- rately to the concrete mix, usually through the water holding tank discharge line. In general, it is recommended that Daraset 400 be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance. Please see Grace Techni- cal Bulletin TB-0110, Admithtre Dispenser Discharge Line Location and Segirencing for Concrete Batching Operations for further recommendations. Daraset 400 should not come into contact with any other admixture before or during the batching process, even if diluted in mix water. Pretesting of the concrete mix should be performed before use, and as conditions and materials change in order to assure compati- bility, and to optimize dosage rates, addition rimes in the batch sequencing and concrete performance. For concrete that requires air �nrr�v.g��c�n��io�.c�� entrainment, the use of an ASTM C260 air- entraining agent (such as Daravair� or Darexm product lines) is reconunended to provide suitable air void parameters for freeze-thaw resistance. Please consult your Grace repre- sentative for guidance. Packaging & H�ndl�ng Daraset 400 is currently available in bulk quanfifies by Grace metered systems, or in 55 gal (210 L) drums. Daraset 400 freezes at approximately -10°F (-23°C), but its set acceleration, strength gain and non-corrosive properties aze completely restored by thawing and thorough agitation. Disp�nsing �quipment A complete line of accurate dispensers is available. While Daraset 400 may be added to the mix on the sand or in the water, for great- est effectiveness, we recommend Daraset 400 be added at the end of the batch cycle. Similar to all concrete admixtures, Daraset 400 should not come into contact with other admixhues prior to entering the concrete. .��i`flGc�liCl�1� The set-acceteraring admixture shall be Daraset 400, non-coiTosive, non-chloride set accelerator, as manufactured by Grace Construcrion Products. The admixture shall be used in strict accordance with the manu- facturers' recommendations. The admixture shall comply with ASTM Designation: C494 Type C and will not contain purposely added chlorides or contribute to steel conosion. Certification of compliance will be made availabie upon request. Concrete shail be proportioned in accordance with Recommended Practice for Selecting Proportions for Normal Weight Concrete, ACI 211. I or Recommended Practice for Selecting Proportions for Struclural Light- weight Concrete, ACI 211.2, or in accordance with ACI 318. Note to Specifier: Daraset 400 is not for use in freeze protection. North American Customer Servlce: 1-877-4AD-MIX1 (1-877-423-6491) Daraset, Daravair and Darex are registered trademarks of W. R. Grece & Co.—Conn. We hope the infortnation here will be helpful. It is based on data and knowledge considered to be true and accurate and is oftered for the users' consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestfons in conJuncUon with our conditlons of sale, which apply to all goods supplied by us. No siatement, recommendadon or suggestion Is intended tor any use which would Infringe any patent or copyrlght. W. R. Grace & Co.—Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, AJax, Ontario, Canada L1S 3C6. This product may be crovered by patents or patents pending. Copyright 2010. W. R. Grace & Co.—Conn. DS-31D Printed In U.SA. 08N0 FAlPDF � � a � �` � , ��_ �� =»r�r. �.r, �- � # v�,. • . � ,. Water-Reducing Admixture ASTM C 494, Type A and Type D P R O D U C T I N F O R M A T I O N ... wherever concrete is produced. The use of WRDA 64 produces a Finis�aabifiiy plastic concrete that is more Finishers have stated that the Ativantag�s workable, easier to place and cement paste, or rnortar, in WRDA 64 offers significant more finishable than plain or W�A 64 admixtured concrete advantages over single component other admi�ctured concrete. In the has improved trowelability. The water reducers. Water reduction hardened state, WRDA 64 con- influence of WRDA 64 on the fin- and setting times are more consis- crete has higher compressive and ishability of lean mixes has been tent due to the polymer compo- flexural strengths at all ages than particularly noticeable. Floating nents. WRDA 64 also performs untreated or conventional admix- and troweling, by machine or especially well in concrete con- tured concrete. . hand, imparts a smooth, close tol- taining fly ash and other The greater degree of plasticity erance surface. pozzolans. achieved, compared with conven- tional water-reducing admixtures, allows improved finishability. [?escriptio�r WRDA°� 64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready-to-use low viscosity liquid which is factory pre-mi�ed in exact proportions to minimize handling, eliminate mistakes and guesswork. WRDA 64 contains no calcium chloride and weighs approximate- ly 1.21 kg/L (10.1 lb/gal). !lsr�s WRDA 64 produces a concrete with lower water content (typical- ]y 8 to 10% reduction), greater plasticity and higher strength. It is used in ready-mi�c plants, block and concrete product plants, in lightweight and prestressed work C�CE Construciion Products Addiii�;� Rate The addition rate range of WRDA 64 is 195 to 390 mL/100 kg (3 to 6 fl o7I100 lb) of cement. Pretesting is required to determine the appropriate addition rate for Type !A and Type D performance. Optimum addition depends on the other concrete mixture com- ponents, job conditions, and desired performance characteristics. Dispensing Equiprnent A complete line of accurate, auto- matic dispensing equipment is available. WRDA 64 may be introduced to the mix on the sand or in the water. Cfl�i,��if�ility w�t9� O�he� /S��ixtures WRDA 64 is compatible in con- crete with all air-entraining admixtures such as Darex� II AEA and Daravair�. Due to the slight air-entraining properties of WRDA 64, itself, the addition rate of air-entraining admixture may be reduced by about 25%. By combining the separate effects of air-entraining and dispersion, the water requirement of concrete may be reduced up to 15%. EACH ADMIXTURE SHOULD BE ADDED SEPARATELY. While WRDP; 64 contains no calc'ium chloride, it is compatible with cal- cium chloride in concrete mixes. Again, each should be added sep- arately. _ Pacicagi�g WRDA 64 is available in bulk, delivered by metered tank trucks, and in 210 L(55 gal) drums. WRDA 64 contains no flammable ingredients. It will freeze at about -2'C (28'F), but will return to full strength after thawing and thor- ough agitation. A�ct�iY��ts' ,p��ifaGation for Gc�ncr�te V�la��r�l2ec3uGan� Acit�iix�ure Concrete shall be designed in accordance with ACI Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. W.R. Grace & Co.-Conn. 62 Whittemore Avenue Cambridge, MA 02140 wann, n�� e o�.�, az� Ra:«r�a �a.�,� or tv.R chn & co: c��. The water-reducing (or-water- reducing and retardin� admix- ture shall be WRDA 64, as manufactured by Grace Construction Products, or equal. The admi�cture shall not contain calcium chloride. It sha1T be used in strict accordance with the man- ufacturer's recommendations. The admixture shall comply with ASTiV1 Designation C 494, Type A water-reducing (or Type D water-reducing and retardin� admixtures. Certification of com- pliance shall be made available on request. The admi�cture shall be considered part of the total water. The admixture shall be delivered as a ready-to-use liquid product and shall require no mixing at the batching plant or job site. lVe hope [he I�Jnmwurn h� a7ll be MlpfuL II ls buM a� hua and krouiedge ctauNeml t� be Uve aM arNnie a�d ls aRemi .`u• tln u�ri mn�iteranon. m.�c�;ipadan �� .d uviFlratlm�. b�: xm �M nn wnrrant the resJts ta be ol�IaNe1 P� rend all so�emenh, rxonm�eaJatlans or s�Fy,estln�u In coyufu-clon �tith rnir tnndiGors of sale. lilch applr �� b'�ds s�pplicd by iu No ssatein<ni. m.�anmendatlon or eug�eselan Is Inrm�kd Fur anY me whi�h uwld UJnnge any pmm�[ m mpyrigh�. W. R. Cmcr & Co.-Co�in.. 62 \�luuemoie?amuq C.vnhrldge �IA U2140. In Cniwda. W. R. Gnce & Co. Gviada, Ltd. ri4 Clenien�a Ruxl, Wa�. AJa<. Oncvio. Cy�azla L15 3Cti. Tlrisproducc niay he m•rred �y patena or ya�ena pemWig. Copyright 199G.1Y.R. Grace & Co.-Conn. C�ID366C P.tnted in U.S.A. b'96 FeVGYS'SA4 Construction Products SGS Color Flo Liquid (Characteristics & Applic) Page 1 of 2 ��"'�� COLOR-FLO LIQUIDS ,. . �" • CHARACTERISTICS � �� • APPLICATIONS TELEPHONE: (800) 624-0261 ' (217) 522-3112 _ FAX: (800) 624-3147 * (217} 522-3145 www.solomoncolors.com e-mail: sqs@solomoncolors.com 1. PRODUCT NAME SGS Color-Flo Liquid Concrete Colors 2. MANUFACTURER Mailing Address: Solomon Colors P.O. Box 8288 Springfield, IL 62791 4050 Color Plant Road Springfield, IL 62702 3. PRODUCT DESCRIPTIOfV Basic Use: SGS Color-Flo Liquid Concrete Colors are predispersed iron oxide pigments containing high pigment solids in an aqueous base liquid. The use of SGS Color-Fio Liquid Concrete Colors provides an easy handling, dust-free environment for integral coloring of concrete block, concrete pavers, concrete floors, plus vertical precast and poured-in-place concrete construction. Composition and Materials: The SGS Color-Flo Liquid Concrete Color is a water based liquid color containing proprietary chemicals for dispersion and suspension of the iron oxide pigments. All SGS products are thixotropic in nature which means they remain thick when standing for an extended period. However, when manually or mechanically agitated, the product thins out and becomes flowable for pumping or pouring into a batch. SGS Color-Flo products are produced under closely controlled conditions to assure constant flow properties for ease of handling without plugging of hoses and pumps. SGS Color-Flo products provide fast color dispersion and color uniformity. Packaging: SGS Color-Flo Liquid Concrete Colors are packaged 600 Ib. fiber drums, 3,250 Ib. disposable or 3,950 returnable tote tanks. Each container is clearly marked with cofor name and number. ColorRange: Color-Flo Liquid Concrete Colors are available in several standard colors. By altering the percentage of color added or mixing colors together, the potential color shades are virtually unlimited. Limitations: Color-Flo Concrete should be kept from freezing although the actual pigments will remain stable in a freeze-thaw situation. Each freeze-thaw cycle does cause some separation which requires additional remixing before the liquid color can be used. 4. TECHNICAL DATA SGS Color-Flo Liquid Concrete Color has been formulated at high solids of iron oxide in order to minimize shipping cost and produce a maximum coloring value. Depending upon the SGS color index name and number, the typical properties of each vary depending upon the iron oxide used. pH: 8-9 Specific Gravity: 1.9-2.0 Density: 15.7 - 16.5 Ibs. per gallon Viscosity: 5-6 Zahn Seconds Orifice .005 5. USAGE ://www.solomoncolors.com/clfloliq.htm 11 /19/O 1 � SGS Color Flo Liquid (Characteristics & Applic) Page 2 of 2 Color-Flo Liquid Concrete Color may be added either automatically by the use of a metering or volume measuring system or manually by weight or volume. The SGS Color-Fio color should be agitated before use manually or by using a propeller type mixer to obtain the proper viscosity. If the drum is opened and only partially used, it should be resealed tightly to prevent moisture loss. Manua/ Measuring orWeighing: The SGS Color-Flo Liquid Concrete Color may be either pumped from the drum or emptied by gravity flow into a small container which is either weighted on a scale or filled to a predetermined line on the side of the container. __ _ _.. ... .._.... Automated Metering Pump System: SGS Color-FIo Liquid Concrete Color can be added automatically through the use of any quality metering system. To assure color uniformity, the automatic addition system should be checked by cycling the system prior to use each day. At the end of each day or when changing colors, the pipe lines and metering system should be cleaned by flushing with water. Further information on metering systems is available upon request. Applicafion: SGS Color-Flo should be agitated prior to use to insure uniformity. Regardless of the addition method best results will occur when Color-Flo is added just after the pre-wetted aggregate and before cement addition. This allows the aggregate to distribute the color un'rformly which will promote an even distribution of pigment particles on the surface of the cement crystals. Keep liquid containers covered to prevent evaporation and reseal partial drums when put into storage. 6. LIMIT OF WARRANTY AND LIABII.ITY Solomon Colors warrants that all their product conforms to the description and standards as stated on the product packaging (specific product literature). If properly mixed and applied, SGS warrants the Color-Flo Liquid Concrete Color to be uniform, limeproof and sunfast. The exclusive remedy of the user or buyer and the limit of liability of the company shall be the purchase price paid by the user or buyer for the quantity of the SGS product involved. 7. TECHNICAL SERVICES The SGS Color Laboratory with over 50 years experience is available at no charge to match existing colored concrete, develop special color tones or to provide expert color assistance to solve your iridividual color needs. Since the color shades of cements and aggregates (coarse and fine) are different in each locality, it is recommended to send 10 Ibs. of the coarse and fine aggregate that is to used in the concrete mix design. Please indicate the bag mix of cement and proportion of aggregates that is to be used, along with a sample of the desired color that is to be produced. Send to: (Mail) - SGS Color Laboratory P.O. Box 8288 - Springfield, IL 62791 (United Parcel) - SGS Color Laboratory 4050 Color Plant Road - Springfield, IL 62702 Samp/es: Samples of SGS standard Color-Flo Concrete Colors and specially blended colors are available for submittals either in convenient cement color blocks, and/or for constructing on the job site mock=up sections or slabs. The color block samples are mixed in the SGS Lab with either the suppiied locai cement and aggregates or SGS available cement and aggregates. Ii06i8: Q�@ _-. /www.solomoncolors.com/clfloliq.htm 1/97 LC2 11/19/O1 R � CQN_ST�UCTIBM IhiC, Submitta► Transmittal & Response Snaded areas are for City of Renton use only Submittai Number: 030 DATE: 01/24/2011 (Contractor. each submifta! transmitfal will have a consecutive number begrnning with "1': Resubmittals will be identifred with R1, R2, etc.) Nofe: One form shall be frlled ouf for each submittal ifem. The cnfy exception will be if mulfiple rtems from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESTVIEW LIF7 STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. Comment The Contractor submits the following noted attachments to Owner's for review and response: The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noied are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performanca of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform alt Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to � S� �v Printed Name & Tiile No.: WWP-27-3536 Fed Aid # : NA Z—L�- Date e Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments 1 of 1 ❑ Re-submittal ❑ Supplemental Submittal Submitted by: AJ SMITH, Project Manager 425-493•1826 Signature Printed Name & Title Phone # � °�' � o� � e e� 26 09 01:51p p.l �� l�UL 7�.�,f�(��P�S�' �R�Ul@ Non-shrink, Non-metallic grout � � SC MULTIPURPOSE GROUT is a non-shrink, non- metallic multipurpose cement-based grout. SC MULTI- PURPOSE is formulated for a wide variety of grouting appllcations, from damp pack to flowable through a con- trolled, positive expansion. Recommended applications include grouting of pump and equipment based column base plates, anchor bolts, pre- cast and tilt-up wails. • Controlled positive expansion for ma�cimum effective bearing • Non-metallic / non-corrosive • Pourable ! pumpable versatility • Excellent freeze / thaw resistance • Can be extended wiih pea stone for deep applica- tions � � . Corp of Engineers CRD-C-629 Grade A, B& C ASTM C-11o7. Grade A, B& C . � Preparation: Remove all dirt, oil, and loose or foreign material. Any mefal in coniact �vith grout must be free of rust, oil, grease, and ather foreign matter which would limit bond. Concreta su�fiace must be sound and rough- ened to insure.proper bonding. Priorto placing grout, sur- face should be saturated for a minimum period of four hours and preferably for hventy-fouf hours. Remove all excess water before placement of grout, Bol1s, base plates and equipment rnust be secure and rigid before placement of grout_ Fonns: Aflow for the continuous p(acement of grout. Pro- visions for venting to avoid air entrapment must be made. Placing from one side, provide a 45° angle in the forms to a height suitable to provide a head of grout during place- ment. On a�l sides, provide a minimum 1" (2.54 cm) hari- zontal cfearance between the base plate and forrns, Forms should be at leasi 1° (2.54 cm) higher than the bottom of the base plate. Mixing: Small quantities of grout may be hand mixed in a concreie mixing pan until fump free. For large quantities and continuous pours, mlx using a rnortar mixer with rub- ber fipped blades or approprfate grout pump for a mini- ium of 5 minuEes, Siart with minimum water require- .nents. Always add water lo mixer first, then siowly add powder. Rai•ucd I'_•�0.�0C Use only the amount of waier required for the desired placement consistency_ Mix in two steps; Add 213 of the water, add grout, after partial mixing add the remaining 1/3 of fhe water for desired consistency. Thoroughiy mix toial quantity for an addifional 2 to 3 minutes. Do not mix more than can be placed in 30 minutes. 7est data and recommended water amounts are based on laboratory conditions. Actual fleld results may vary based on jobsite conditions. Placing: Place continuously and quickly. Start from one side to avoid air trapment. Be sure grout fills spaces and remains in contact wilh plafe. DO NOT VIBRATE. A mini- mum of 1" (2.48 cm) vertical clearance should be main- tained for base plate grouting applicalions. Thinner verti- cal clearances may require the use of another lype of grout. Curing: Immediately cover with clean, wef rags (do noi use burlap) and keep moist until final set. After final set, remove rags and apply an ASTM-C-309 cuting com- pound, such as SpecChem Cure & Seal 25. TYPICAL PERF�RMANCE DATA Pfas;ic Flowable Fluid Water/ 50 Ib, 62 - 7.0 pinls 7.0 - 8.0 pints B4O - 8.5 pints Compressive Strength Plastic Flowable Fluid 1 day 4,000 psi 3,100 psi �,100 psl 3 days 5,500 psl 5,000 psl , 4,000 psi 7 days 8,100 psi 6,90o psi 5,100 psi ts days � 10,200 psi 8,40o psI 7,Do0 psi Expansion Percentage Plastic Flowable Fluid 1 day 0.07 0,03 0.03 3 days 0.o7 0.03 p,p2 14 days 0,07 0.03 0,02 28 days 0,07 0.03 0.02 Note: the data shown is based on controlled laboratory testing. Rea- sonable variation from iest results show� can be expected. Field and faboratory testing should be controlled on the basis of the deslred plac- ing co�sistency, rather than strictly on wa(er content. � � ��M I� LJ U�� 5olution to Service �,,, 444-6 Richmond Ave, Kansas Cii�y, KS 66102 www.specchem!lc.com 866-791-8700 �an ,26 09 01:52p Material Safety Data Sheet May be used to comply with OSHA's Hazard Communication Standard, 29 CFR 1910.1200. Siandard must be consulted for specific requirements. Idenfity: (As used on Labef and List) SC Mult(purpose Grout U.S. Departmenfi of Labor Occupalional Safety and Health Adminisiration (Non-Mandatory Form} Form Approved OMB No. 1218-0072 P•2 Note: Blank spaces are not permitted. If any ifem is not applicable, orno i»formaUon is availablv, thc space must be marked to indicatc that. S2CflOf1 � Manufacturer's Name EmergencyTelephone Numher S ecChem 800 424-9300 Address (Number, Street, City, State, and Z!P CodeJ Telephone Number for Information 913 371-8700 Date Prepared 444-B Richmond Ave 2/23/07 Signature of Preparer (opfional) Kansas Ci KS 66'101 osru,��, s��i.,oas 1 of 3 us.o.r.o.: iscr.�s�•cas�ns»s Jan z6 09 01:52p Precautions to Be Taken in Handling and Storing ln accofdance With Federal, 5tate an may be treated as common waste. Other Precautions Keep dry whenever possible, p.3 osH,� na, s�i. tees 2 Of 3 U.SG.F.O.: 19c6 - 991 . 5:9 i 4577i 5ection VII - Precautions for Safe Flandling anci Use Steps to Be Taken in Case Materiai Is Released or Spilled With adeqUate Ventilation, clean-up with as Ilttle as dust as possi6le and piace into a c(osed container for disposal or use. Waste Disposal Method In accordance with Federal, St2te and Local Regulations may be treated as common Jar� 26 09 01:52p section IX - Special Precaution PRECAU710NS TO 8E TAKEN IN HANDLING AND STORAGE: KEEP MATERIAL DRY UNTIL USED. HIGH HUMIDITY OR MOIS7URE WILL CAUSE PREMATURE HARDENING OF MATERIAL. OTHER PRECAIJTIONS: DO NOT TAKE INTERNALLY. WASH HANDS AFfER USE AND BEFORE SMOKING OR EATING, EXPOSURE TO AIRBORNE �RYSTALLINE SILICA SHALL NOT EXCEEO 8 HOURS A DAY, SEE 29CFR 1910.1000 TABLE Z-3. SEE ALSO OSHA 29 CFR.1910.134; ANSI Z.88.2; NIOSH POCKET GUIDE TO CHEMICAL NAZARD :tton x- SARA Title II Information product contains the following substances subjoct �o tho reporting requirements o( seciion 313 of Title III oF the Superfund ndmcnls and Rcauthorizalion Acl of 1986 and 40 CFR Part 372: NJA PC WEIGHT p.4 5ection X! - D.O.T. Regulations Transportation Hazard Class N/A 1D Number N/A Packing Group III Proper shipping name Not rgulated by DOT L'abel NIA US Domestic Ground Shipmenls Not regulated by DOT US Domestic Ground Shipments-Non-Bulk Not regulaled by D07 (in containers 119 gal or less) Cross Border lransport (AOWRIO) N/A ADRlRID Class Danger Code (Kemler) UN Number Label Packing Group �escripticn Marine Transport ((MDGj ,��q IM�G Class UN Number Label Packing Group EMS Number Marino polluiant No Propershipping name AtrTrahsport (ICAO-TI and IATA-DGR) N/A ICAO/IATA class UN Numbcr Labcl Pacfcing Group Prcper shipping name Disclaimer and Limitatlon of Liability The information and recommendations contained heretn were obtained from sources we believe to bo accurate and reliable as of tho �aio rav(sed. However, SpecChom does noi warranl or guarantee Iheir accuracy or reliability, and shall nol be liablo for any loss �r damage arising out of the uso thereof, Tho informallon and recommendalions are of(ered for ihe user's consideratlon and �xaminatfon and it fs the uscr's responsibilily to satisfy Itself that they aro suita6le and complete for its particular use. os�in �7y s�:�i. ises 3of3 U.S.G.P.O.: 1566-051-529/a5775 Product Data Sheet Edition 2.23.2009 Identification no. 335 Sikadur 42, Grout-Pak �I��L9f"� ��y ��'OdA�-�� Pre-proportioned, epoxy, baseplate grouting system �:-�r k; Description Sikadur 42, Grout-Pak is a 3-component, 100% solids, moisture-tolerant, epoxy baseplate grouting system. �� Where to Use ■ Precision seating of baseplates. ��'= ' ■ Precision grouting of wind turbine tower bases requiring rapid strength gain. �� ' ■ Grouting under equipment, including heavy impact and vibratory machinery, reciprocating engines, `"� �� compressors, pumps, presses, etc. �` ■ Grouting for "pour-back" anchorage on post tensioning projects (e.g. segmental bridge). '� c Grouting under crane rails. �_ - '<;�: Advantages o Ready to mix, pre-proportioned kit , < ■ � { e Moisiure-tolerant _ ■ Corrosion and impact resistant ■ Stress and chemical resistant � ■ Long working time r; ■ High vibration resistance ` � ■ Fast strength gain � -;; ■ Low peak exothermic system for large pours ■ High effective bearing area K� _ . �'_ ; � e Excellent flowability �` a USDA certifiable ; Packaging 0.5 cu. ft. kit: Contains 0.9 gal. epoxy (ComponentA and Compo�ent B in a 5 gal. pail separated with a topliner), and 50 Ibs. aggregate (Component C) in a muiti-wall bag. 1.5 cu. ft. kit: Contains 2.7 gal. epoxy (Component A in a 5 gal. pail and Component B in a 2 gal. pail) and =;; 150 Ibs. aggregate (Component C) in three 50 Ib. multi-wall bags. �'x ----.... TyplCal D8t8 (Material and curing condltions @ 73°F (23°C) and 50% R.H.) _.�... __..,.._.,. _..,...___........ __.... Shelf Life 2 years in original, unopened containers. Storege.Conditions Store dry at 40°-95°F (4°-35°C). Condition material to 65°-85'F (18°-29°C) before using. Component C.must be kept dry. �. Color Concrete gray . Consistency � Fiowable Application Life Approximately 90 minutes Tensile Properties (ASTM C-307) 7 day Tensile Strength 2,300 psi (15.8 MPa) Fiexural Properties (ASTM C-580) 7 day Flexural Strength (Modulus of Rupture) 4,000 psi (27.6 MPa) Tangent Modufus of Elasticity 1.30 x 106 psi. (8,963 MPa) WaterAbsorption (ASTM C-413) 7 day (2-hour boil) 0.04°h . Bond Strength (ASTM C-882 modifled) . 7 day _ Bond Strength to Concrete 4,200 psi (29.0 MPa) Bond Strength to Steel 3,800 psi (26.2 MPa) Coefficient of Thermal Expansion (ASTM.G531) 24.5 x 10� in./in.!°F (137x10� mm/mm/°C) Thermal Compatibility (ASTM C-884) passes test Effective Bearing Area' >95% Compressive Properties (ASTM C-579B): Compressive Strength, psi (MPa) 40°F*.(4°C) `.. 73°F'(23°C) 90°F•(32°C) 8 hour - , 5,500 (37.9) 16 hour - , 9,600 (66.2) 9,800 (67.6) 1 day - 12,200 (84.1) 11,500 (79.3) . O B day 4,800 (33.1) 14,000 (96.6) 14,000 (96:6) R 7 day 13,700 (94.5) 14,900 (102.8) 14,800 (102.1) � 14 day 13,900 (95.9) 15,000 (103.4) 15,200 (104.8) 28 day 13,900 (95.9) 15,200 (104.8) 15,600 (107.6) . ' Matedal cured and tested at Ihe temperatures indicaled. ' Percent final sudace area of grout in contacl with beanng plate � lse epardtion Substrete and baseplate contact area must be clean, sound, and free of standing water. Remove dust, laitance, oils, grease, curing compounds, waxes, impregnations, foreign particles, coatings and disintegrated malerials by mechanical means ( i.e., sandblasting, bush hammering). Sandblast metal baseplates to a commercial white finish for maximum adhe- sion. Apply grout immediately to prevent re-oxidizing. Concrete substrate shall have reached its desired strength (3,000 psi minimum) and must be dimensionally stable. The ilowable consistency of the epwcy adhesive grout system requires the use of forms to contain the material around the baseplates. In order to prevent leakage or seepage, completely seal all forms. Appiy polyethylene film or wax to all forms to prevent adhesion of the grout. Prepare form work to maintain a 2 in. (50 mm) liquid head to facaitate placement A grout box that can be attached to the form will enhance the grout Oowability. Projected anchor bolts should be wrapped with neoprene foam rubber (or similar) to prevent grout from adhering to the bolts. The use of expansion joints is recommended on large pours to minimize the potential for cracking in the epoxy grout (maximum 3-4 ft. spacing in each direction). �D.5 cu. ft kit: Pour the entire contents of Components `A' &'B' into an appropriate mixing vessel (e.g. 5 gal. bucket) and mix for 30 seconds with a 1/2 in. Jiffy mixing paddle (5 in. blade diameter) on a low-speed (400 - 600 rpm) 3!4 in. drive ro- tary drill, taking ca2 not to entrain air during mixing. Do not over-mix. It is critical to the performance of the grout that there be no appreciable air bubbles in the resin. Slowly add the entire contents of Component'C' and mix until uniformly blended (approx. 5 minutes). 1.5 cu. ft. kit: Pour the entire contents of Components'A' 8'B' into an appropriate mixing vessel (e.g. 5 gal. bucket) and mix for 30 seco�ds with a 1/2 in. Jiify mixing paddle (5 in. blade diameter) on a low-speed (400 - 600 rpm) 3/4 in. drive ro- tary drill, taking care not to entrein air during miuing. Do not over-mlx. It is critical to the performance of the grout that there be no appreciable air bubbles in the resin. Transfer the mixed resin to an appropriate mixing vessel. Slowly add the entire 3 bags of Component'C' and mix until uniformly blended (approx. 5 minutes). Pour the mixed grout into the prepared forms from one side only to eliminate air entrapment. Baseplate should have vent holes around periphery to prevent air pockets from developing. Maintaln the liquid head to ensure intimate contact with the base plate. Plungers may be used to ease placement. Place sufficient epoxy adhesive grout in the (orms to rise slightly above the underside of the base plate. Grout depth of 1 in. (25 mm) minimum required. ■ Minimum substrate and ambient temperature is 40°F (4°C). ■ Do not thin. Addition of sdvents will prevent proper cure. o Material is a vapor barrier after cure. ■ Minimum grout depth is 1 in. (25 mm). e Baseplate should be shieided from direct sunlight and rain for a minimum of 24 hours before epoxy grouting, and 48 hours after grouting. a Maximum grout depth is 4 in.Aift (101 mm). o Component C must be kept dry. ■ Cold material may require chaining, rodding, and pushing during placement. o For proper seating, allow grout to rise above the boriom of the base plate. ■ DO NOT BATCH. MIX COMPLETE UNITS. ■ Not an aesthetic product. Color may alter due to variafions in lighting and/or UV exposure. Component A- WARNING: IRRITANT: - Contains Aromatic Hydrocarbons (CAS: 68477-31-6) and Modified Epoxy Resin (MiMure). Causes eye irritation. May cause skin/respiratory Vact irritation. Aspiration hazard if swallowed. Component B- WARNING: IRRITANT: - Contains Aromatic Hydrocarbons (CAS:68477-31-6), Benzyl Alcohol (CAS: 100-51-6), Nonyl Phenol (CAS25154-52-3) and Amines (Mixture). Causes respiratory Vact irritation. May cause eye/skin irritation. Harmful if swallowed. Component C: WARNING: IRRITANT. - Contains Polyvinyl Chloride (CAS:9002-86-2), Silica Quartz (CAS: � 4808-60-7) and Titan(um Dioxide (CAS: 13463-67-7). Causes eye irritation. May cause skin/ respiratory Vact irritalion. Breathing dust may cause nose, ihroat or lung irritation. Respireble crystalline silica can cause silicosis, a fibrosis of the lungs. WARNING: Thls product contains a chemical known to the State of Californla to cause cancer, In case of skin contact, wash immediately and thoroughly with soap and water. if symptoms persist, consult a physician. For eye contact, flush immediately wiih plenty of water for at least 15 minutes, contact a physician. For respiratory problems, remove person to fresh air; if symptoms persist, contact a physician. in case of ingestion, dilute with water and consult physician. Remove contaminated clothing. In case of spiils or leaks, wear suitable protective equipment, contain spiil, collect with absorbent material, and transfer to suitable container. Ventilate area. Avoid contact. Dispose of in accordance with current, applicable local, state and federal regulations. KEEP CONTAINER iIGHTLYCLOSED • NEEP Ol1T OF REACH OF GHIL�REN • NOT FOR INTERNA� CONSUMPTION • FOR INOUSTRIAL USE ONLY All irtformatlon provided by Sika Corporation ('Sika') conceming Sika products, including but not limited to, any recommendations and advica relating to lhe applicaUon and use of Sika producls, ls given in good (aith based on Sika's current experience aM knowledge oi ils products when propeAy slored, handled and applied under normal condtions in accordance with Sika's instrucdons. In pracUce, ihe differences in matenals, su6strates, storage and handling condi- tlons, actuaf site wnditions and other factors outside of Sika's conVol are such Ihat Sika assumes no Ilabilily for the provision o� such intortnaUon, advice, recommendations or InstrvcUons related to its produds, norshall any legal 2lationship be created by or arise from Ihe provision of such Informatlon, advice, rewmmendatlons or instrucUons related to iGs products. The user of the Sika product(s) must test the product(s) for suilabiliry for the Intended appl(cafion and purpose before proceeding wilh the full application of the product(s). Slka reserves the right to change the properties of I[s produds without noUce. All sales o( Slka product(s) are subject to its wnent tertns and condlUons of sale which are available al wwwsikacoro.com or by calling 800.933-7452. Prfor to each use of any Sika product, the user must alwaye read and follow the wamings and instructions on the produePs most cunent Technlcal Data Sheet, product label and Materlal Safety Data Sheet which are available online at�wrv+.sikaconstnictlon.com or by calling Sika's Technical Servfce�epaRmerrtat800.933-7462. NothingcontalnetlinanySikamaterlalsrelievestheuseroftheobligatlontoreadandfollowthewamingsand InstrucGon for each Slka product as set foAh In the curtent Technical Data Sheet, product 1a6e1 and Materlal Safety Data Sheet prior to product use. LIMI7ED WARRANTY: Slka warrants this product for one year hom date of Installation to be free from manvtacturing defects and to meet the technical properlies on the curtent Technical Data Sheet if used as dlrected within shelf life. User detertnines suitability of product for intended use and essumes aIl nsks. Buyer's sole remedy shall he limiied to Ihe purchasa pnce or replacement of product exGusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS ORIMPLIED SHALLAPPLY INCLUDING ANY WARRANTYOF MERCHANTABILITYORFRNESS FORAPARi1CUlAR PURPOSE.SIKASHALLNOTBELIABLEUNDERANYLECaAL7HE0RYFORSPECIALORCONSEQUENMLDAMAGESSIKASHALL NOTBERESPONSIBLE FORTHE USE OF THIS PRODUCTIN A MANNERTO W FRINGE ONANY PATENT ORANYOTHERINTELLECNAL PROPERTY RIGHTS HELD BYOTHERS. Vsit ourwebsite at www,sikaconstructlon,com 1-800-91JSIKA NATIONWIDE Regional Informe[ion and Sales Centers. For the locatlon of your nearest Sika sales office, contact your regional cenler. Sika Corporadon Sika Canada Inc, Sika Mexicana S.A. de C.V. B � 201 PolitoAvenue 601 DelmarAvenue Carretera Libre Celaya Km. 8.5 � Lyndhurst, NJ 07071 Pointe Clelre Fracc. Industrial Balvanera Phone: 800.933-7452 Quebec H9R 4A9 � Corregidora, Queretaro Fax:201-9336225 Phone:514-697-2610 C.P.76920 Fax: 514694-2792 Phone: 52 442 2385800 ��'� , Fax: 52 442 2250537 Sika and Sikadur are registered tndemarks. Made in USA. Printed in Canada. � , Y * ` � C�PiJT�LMCTIOM INC, Submittal Transmiftal � Response Shaded areas are for City of Renton use only Submittal Number: 031 DATE: 01/24/2411 (Contractor.� each submitta! transmrttal v�rill have a consecutive number beginning wifh "9 ". Resubmittals will be identified with R1, R2, etc.) Note: One form shall be �lled out for each submittal item. The only excepfion wil! be rf multiple items from the same supplier are submitted as a package ior the same scheduled work. Contract Name: WESTVIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: WWP-27-3530 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response ' 10.03925 1 � 2.01 A.l.a 2- �- _2.01 A.1_b 3 ; 2.01 B ❑ Re-submittal Submitted by: Signature AJ SMITH, Project Manager 425-493-1826 Printed Name & Title Phone # �E � The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE C�RRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obfigations and does not relieve Contracter from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. ;Concrete Repair and Coatings: !Polymer Modified Portland Cement P�lortar. �TNEMEC MORTARCRETE Series 217 !Concrete Re�air Materials. TNEMEC MORTARCLAD Series 218 '_Epoxy Coating: TNEMEC PERMA-SHIELD FR Series 436 �,�i, pplemental Submittal 1 of 2 Owner's Comments and Sign-off: � r GENERIC DESCRIPTION COMMON USAGE COLORS SPEUAL QUALIFI(ATIONS PRIMERS Concmtr. Series 217 Scrub Coat f t A thin bond coat (saub coat) is required. Nefer to the Series 217 MortarCrete Surface Preparation and Applicauon Guide or Contac[ Tnemec Technical Services with questions. TOPCOAi$ Series 22, FC22, 27WB, 46H-413, t6), L69F, N69, N69F, VG9, V69F, 120, L140, L140F, N140, N140F, V140, V740F, 201, 215, 218, 2375C, 239SC, 434, 435, 436, 446 Note: Series 217 must be mechanically preoared prior to applica[ion oF recommended topcoars in accordance with SSPC- SY13/NACE 6, ICRI-CSPS surface proFile. Extemal curing is required in accordance with ACI recommendations. Apply cwo coats of an ASTM C 309 compliant water based curing compound at a rare of 200 sq h/gallon. See AYPLICAT'ION CONll1170NS for additional inFormation. REINfORCING STEEL The repair oF deteriorared concrece resuhing from reinEorcing steel corrosion should be in accordance widi ICRI Technical Guideline No. 310.]R. Concretc reinforcing steel (rebar) can be primed with Tnemec Series 1 or 69. [ONCREfE Remove all loose materials, deteriorated concrete, laitance, esisting coatin�s, and other bond-inhibicing materials from die surface in accordance �vith SSPGSPI3/VACE 6, minimum surface profile of ICRI-CSP6. EDGE (ONDIiIONING 7'he edges of the patch should be sawcuc pecpendicular to the surface to a depch oF at least 1/4 inch (6 nmi). Break out the complete repair arca co a minimum depth oF 1/4 inch (6 mm) up ro che sawed edge to prevent feadier edging. Avoid cutting the reinforcing steel. AILSURFACES Must be clean, dry, and free oF oil, grease and o[her contaminants. Always take precautions ro prohibit the surface from bemming contantinated prior to product application. RECOMMENDED DFf CURING TIME Cementitious Resurfacer A single-component, rapid setting, non-shrink[ng hydraulic cementi[ious resurFaccr used ro restoLe deteriorared concrete surfaces in water and �vasrewater conveyance and trea[ment structures. Grey Series 217 is acceptable for use on the interior oF potable wa[er concrere sronge tanks and reservoirs when topcoaced with an NSF/Ai�7S] Std. 61 certified prorective coating. Conrac[ your Tnemec representative for approved systems and addi[ional inForma[ion. �titinimum oE 1/4 inch (6 mm) Niaximum oF 2.0 inches (51 mm) Initlal Set Final Set Pu 25 minures 45 minures 24 Note: Gse Series 211-217 S1ow5et additive to extend set times. Refcr to Series 2ll-217 SlowSet produc[ data sheet for information. VOLATILE ORGANIC COMPOUNDS 0.0 Ibs/gallon (0 grams/litce) NUMBER OF (OMPONENTS One: 2.4 gallons/03 cu ft (9.0 L) (dry- colume) approximately MIXING RATIO Add 3 to 5 quacts (2.8 to 47 L) potaUle water per 57 Ib (23 kp� plant-propor[ioned, pre-blended unit. Do not mix partial uni[s. PACNAGING 5 gallon bucket (partially Filled) with plastic lining. NEf WEIGHi 551bs (z3 k� STORAGETFMPERATURE Conditlon product to 65°F-75°F (18°G24°C) 24 hours before u�ing. Protect from moisture; store in dry env'vonment off the ground in unopened containers. SHELf LIFE 12 months in original, unopened packaging at recommended scorage conditions. HEALTH & SAFETY This product contains chemical ingredien[s which are considered hazardous. Read container label waming and Material SaEery Data Sheet for importanr health and saEery informa[ion prior co the use of this product. Beep oui of the reach of ch�dten. OO I�� O�ZOOS b T00fI1B( C0. IO(. Pu6lished cechnical da�a and i�sswttions are subject to change without nnbce. The online cualog at wmv.tc�emeccom Page 1 of 2 i y + should be referenced for the mos[ cunen[ technical data and i`uwctlons or you may mn[att your 7'nemec represen[suve for cuerent tethnical data and instructions. PRODUQ DATA SHEET MORTARCRET� I S�RI�S �17 SPREADING RATE Yrior to application, review the Series 217 MonarCrere Surface Prepara[ion and Application Guide. Appco.+cimate Unit and Theoretical Spread Rare based upon 4 quarrs (3.8 L) of �va[er ro yield 3,4 gaV0.45 cu ft(12.9 L) WORKINGTIME Approximarely 15 minu[es at 75°F <24°C), & 509'o R.H. Placement time is dependen[ on environmental condiuoris and mixing water/set control amounts. Do not retemper [he mortar with additional wa[er. Note: Do no[ wait for bleed water. Finish suhace as soon as marerial condition allows, MIXING Remove plastic bag containing 55 fbs of Series 217 From the 5-gallon plastic pail. Add 3-5 quarts (2.8 to 4J L) of potable warer to a clean bucket. Alote: Elevaced water cemperature can significandy reduce working time. Optl�naL• Uependrnt upon the ambient temperamre and desired consistency, add up to 3 packets of Series 211-217 SlowSec additive into the mixing water. Under mechanical agitation with a slo�v-speed drill (400-600 rpm) and H-Style (box blade) mixing paddle, slowly sih powder into mixing bucket Nlix 1-4 nunutes un[il fully homogenous. Avoid extended over-mixing. APPU[AlION Slibet�ato: Concrete substrate shall be "pre-wet" or dampened wt[h potable water co a Satura[ed Surface Dry <SSD) condition prior to Series 217 applicatlon; the concrere subscnte is darkened by water but there is no pooling of water on the conae[e. Bond CoaC Work a thin bond coat (scrub coa[) oF Series 217 into the SSD subs[rate to fill pores, to ensure incunace contact and to help prevent sloughing or sagging of repair materials on venical and overhead surFaces. Mortar: Apply the Series 217 �vith adequate pressure before the scmb coat dries. Thoroughly consoliciate thc repair material inro the comers of patch and around any exposed reinforcement steel in the repatr zone. Full encapsulaiion of the reinforcement and intimate contatt �vith subsva[e is imponant for long-ternt durabllity. piniehing. Do no� wait for bleed water. Fuush Series 277 by scriking off with a s[raighc edge and close �vith the recommended concrete finishing rools, as conditions allow, to create a smooch surface and propedy cure. NR1NG Extemal curing is required in accordance evith ACI recommendations. Apply two coats of an ASTtvI C 309 compliant water-based curing compound ac a ra[e of 200 sq ft per gallon. Do not use solvent-based membrane curing compound. Curing should conunence immediately follocving finishing and continue for a minimum of 24 hours at 7�°F (24°C). Impomani: G�rinB oompounds adversely affed the a�esion of topcoat �d �st be removed bp mech.wiral pceparatlon piior ro appHcation of iem�ended oopcoab. APPII(A➢ON EOUIPMENT Hand troweling can be accomplished using s[ee] concrete finishing vowels, broad knives, rubher Floars, wooden floats or plastic Eloats. Nlaterial may be spray cransferred using ]o�v-pressure grout pumps or high-pressure wet-mLY sho[crete equipment. Contact Tnemec Technical Seivices for additional inFormacion. TEMPERATURE RE�UIREMENT Minimum substrate and ambienc applica[ion temperature 40°F (4°C) and rising. Do not apply if expected to fall below this temperature within 24 hours of applicaaon. (LEANUP Uncured material can be removed with watec Cured macerial can only be removed mechanically. l7ARRA.�71Y R LL�IITA7iON OF SELLER'S LG181117'Y: Tnemec Company, 7nc warrsnrs only dia[ Its coa[ings represented herein meet the Formulation st�ndards of Tnemet Company, Inc. THE WAIiRAN1Y DESCRIBID IV THE ABOVE PARAGRAPH SHALC BE [V LIEti OF ANY Oi�I-[ER WARRAV7Y, E7{PRF.SSED OA L�iPLIED, L�ICLUDIi 7G BL1T NOl' CID1P(ED TO, A1VY Ib1PLIED WARRANCY OF h1ERCHr��TABi1.11Y OR FITYESS FOR A PAR'[ICUTAR PURP(aSE. THERE ARE NO CG'ARRA\-f[F.5 TH.1T E;CIEND BEYOND THE DESCRIP170Y ON THE Fe10E HEREOF. The buye�s sole and exclusive remedy ��inst Tnemcc Company, Inc. shall be for replacement of the produtt in the event � defettive mndiuon of the pmdua should be(ound to a�ist and the exdusive remedy shall no[ have failed its essenual purpase as long as Tnemec is tvilling m provide comparable mplacemen[ p�oduc[ to the buyer. NO OTfiER REb1EDY (INCLLIDQJG, 6LT NOT LRII7'ED TO, 4�1CIDENTAL OR CO.ISEQUEN'I7A1, De4�tAGES FOR LOST PROFLtS, LOST SdLES, L�IJURY TO PER50� OR PROPER'I'T, ENVIItONMENTAL INJLRIES OR ANY 07HER L`lCIDENfAI OR CO\SEQLIENI'L1I. LOSS) SI-W.L BE AVAII.ABLE TO'II� BIIYER. Technlcal and applicatioa (nCunna[ion herein k pmrided for the purpase of esLlbliShing a general profile of Ihe maUng and proper ca�tlng application proceduss. 7'es[ perfortn�nce �esulis n•em o6[ained in a mnvolled envimnmrnt and Tnemec Company makes no claim [hat these tests oc any o�her tests, accurately �r.,rP<r�r �il rnvirnnmenec. as aonitcation. envimnmeneal and desien Factors can eary simifican�v. due care should be exeslsed in the selectlon and use of the coating. �• OO 11/10/2009, by Tnemec fo., Inc. PD5217 Page 2 of 2 Not� Application below minimum or above maximum spreading rares may adversely affett produc[ perPormance. Frnn: � inemec Conpany, Inc, at CI iMEMEC816-983-1251 Q 81-24-11 A1:32 pn � AA2 of 066 - PAGE 1 Rep �rder#: PO#: FOR COATINGS, RESINS, AND RELATED MRTERIRLS (RPPROVED BY THE U.S. DEPRRTMENT OF LABOR AS 'ESSENTIRLLY SIMILRR' TO FORM OSHA-20) (MEETS REqUIREMEN7S OF CFR 29 PRRT 1910..1200, OSHR'S HAZARD COMMUNICATION STRNDARD) NPCR 1-84 --------------------------------------------------------------------------- SECTION 1- MRNUFRCTURER FWD PRODUCT INFORMATION --------------------------------------------------------------------------- CHEMICAL PRODUCT IDENTIFICRTION: PRODUCT ID . . . . . . . . . . . . . : F217-0217 LPK PROD�CT CLASS . . . . . . . . . . . . : AGGREGATE TRADE NAME . . . : MORTRRCRETE FORMULA VERSION N�MBER . . . . . . . . 5 MSDS PREPARRTION DRTE . . . . . . . . . : 01/24/2011 MANUFACTURER IDENTIFICATION: NAME . . . . . . . . . . . . . . . . : TNEMEC COMPRNY, INC. RDDRESS . . . . . . . . . . . . . . . : 123 �IEST 23RD AVENUE NORTH KRNSAS CITY, M0. 6�F116-3064 TELEPNONE . . . . . . . . . . . 816-474-3400 24 HOUR EMERGENCY NUMBER� . . . . . . : 800-535-5053 (INFOTRAC) --------------------------------------------------------------------------- sECTION 2 - HRZARDOUS INGREDIENTS --------------------------------------------------------------------------- 1 CRS# 1�F808-60-7 CRYSTALLINE SILICA (QUARTZ) PCT BY lUT : 59. 9280 EXPOSURE LIMIT: RCGIH TLV/TG1R: 0000.025 MG/M3 OSHA PEL/TWA: 0000.050 MG/M3 EXPOSURE LIMIT: HAPS: N -----------------------...._....___-------------------------------------------- 2 CALCILIM SULFORLUMINRTE CEMENT PCT BY UJT : 31-40 EXPOSl1RE LIMIT: ACGIH TLV/TU1R: 0010.000 MG/M3 OSHR PEL�TWR: 0010.000 MG�M3 EXPOSURE LIMIT: HAPS: N --------------------------------------------------------------------------- This product contains one or more reported carcinogens or suspected carcinogens which are nated NTP, IRRC, or OSHR-Z in the other limits recorranended ca I umn. This product contains pigment dusts which_may be released when subjected ta abrasive 6lasting, sending, or grinding. --------------------------------------------------------------------------- SECTIDN 3- HEALTH HAZARD INFORMATION -------------------------------------------------------------------......_-___ EMERGENCY OVERVIEI�: POTENTIRL HEALTH EFFECTS: EYE: When in cnntect with skin or mixad with weter, cement powder cen become � Fron: * Tneroec Conpany, Inc, at O tflEMEC816-983-1251 $} A1-29-11 A1:33 pm � 063 of 006 - PAGE 2 Rep Order#: PO#: highly caustic (pH > 12). Redness, tearing, blurred vision. 5KIN: �Jhen in contact with eyes or mixed with water, cement powder can become highly caustic (pH > 12). INHRLATION - OVEREXPOSURE TD S�LVENT VFIPORS ❑R SPRRY MIST: INHRLATION - OVEREXPOSURE TO FREE PIGMENT DUST: Coughing, wheezing, shortness of breath, restricted nasal passages, lung injury. INGESTION: Gastrointestinal irritation. May be harmful if swallowed. CHRONIC EFFECTS: Prolonged inheletion of dusts canteining crystalline silica may result in the development of e�lung disease known as silicosis. This product contains crystalline silica, which is considered a cancer hazard by inhalation of respirable dust. The Internation Agency for Research on Gancer (IRRC) concluded thet respireble crystelline silica inhaled in the form of quartz or cristobalite from occupational sources is cercinagenic to humans {Group 1B). TRRGET ORGANS: Can cause respiratory tract irritation. Can ceuse skin irritetion. Can cause lung demage. Can cause eye irritation. Can cause can�er. Risk of cancer depends on duration and level of expasure. OTHER : This product when mixed with other components acquires the hazards of all components. PRIMARY ROUTES ❑F ENTRY: Inhalation. PROPOSITION 65: This produ�t �ontains a chemical or chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. --------------------------------------------------------------------------- SECTION 4- FIRST RID MEASURES --------------------------------------------------------------------------- EYE CONTACT: Flush immediately with large amounts of clean water under low pressure for at least 15 minutas. Consu►t e physician. SKIN CONTACT: lJash affected area with soap and water. Remove contaminated clothing. Dispose of or launder accordingly. Consult a physician if skin irritetion persists. INHRLATION: Remove affected individual to fresh sir. Treat symptomatically. If breathing is difficult, edminister oxygen. If breathing has stopped give artificial respiration. Consult a physician. INGESTIDN: NDTE T❑ PHYSICIRN: --------------------------------------------------------------------------- SECTI�N 5- FIRE AND EXPLOSION HAZARD DATR ----------------------------------------------------------------------^---- FIRE RND EXPLOSIVE PROPERTIES OF THE CHEMICAL: Flemmability Classification . . . . . . Prap: � ineaec Coppany, Inc. at O iHEflEC816-983-1251 �} AS-24-11 61:39 p� � 004 of 006 - PRGE 3 Rep Order#: P0#: --------------------------------------------------------------------------- F217-0217 LPK EXTINGUISHING MEDIR: FIRE-FIGHTING PROCEDUREB F1ND EQUIPMENTS: TNEMEC COMPFINY, INC. MRTERIAL SAFETY DATA SHEET RD MORTFIRCRETE --------------------------------------------------------------------------- F I eshpo i nt . . . . . . . . . . . . . . -N/A 'F Explosion Level . . . . . . . . . . . . Low - -N�A High - -N/A Flammahility Limits . . . . . . . . . : Lower - -fV�A Higher - -N�A --------------------------------------------------------------------------- SECTION 6- SPILL OR LERK PROCEDURES ..__......--------------------------------------------------------------------- CLEAN-UP: Avoid hreathing dust. L1se a dust mask or respirator. Clean up using vacuum cleaner or floor sweeping campound. Shovel into container for disposal. --------------------------------------------------------------------------- SECTION 7 - SPECIAL PRECAUTIONS --------------------------------------------------------------------------- HRNDL I NG RND STCIRRGE : Store in dry area. Keep closures tight and upright to prevent leakage. Do not store in high temperature areas or near fire or open flame. Refer to product data sheet far recommended storage temperatures. SPECIRL COMMENTS: --------------------------------------------------------------------------- SECTIDN 8- SAFE HANDLING AND USE INF�RMRTION --------------------------------------------------------------------------- HYGIENIC PRACTICES: Wash hands end other oontaminated skin areas with warm soep and water befnre eaiing. EYE PROTECTION: Usually not necessary. Dust tight goggles in dusty environments. RESPIRATORY PROTECTION: A dust mask or a particulate respirator approved by NIOSN/MSHA is recommendad. Respiratory protective devices must be used when engineering and administration controls are not adequate to maintain Threshold Limit Values (TLV) end Permissible Exposure Limits (PEL) of airborne contaminents below the.listed velues for thase hazardous ingredients identified in Section II of this MSDS. Observe OSHR regulations for respirator use (CFR 29, 1910.134) whenever a respirstor is used. OTHER PROTECTION: Use chemical resistant coveralls or apron to protect against skin end clothing contemination. Use protective cream where skin contact is likely. VENTILpTION: Sufficient ventilation, in volume and pattern, should be provided through both local end generel exhaust to keep the sir contaminant concentration t Fron: +« inea�ec Conpany, Inc. at O iflEflEC816-983-1Z51 � 01-29-i1 91:39 pm � 805 af 806 - PAGE 4 Rep Order#: PO#: below current applicable OSHR Permissible Exposure Limits (PEL) and ACGIH's Threshold Limit Values (TLV). Rpprapriate ventilation should be employed to remove hazardous decomposition products formed during welding or flame cutting operations of surfaces coated with this product. --------------------------------------------------------------------------- SECTION 9- PHYSICRL AND CHEMICAL PROPERTIES --------------------------------------------------------------------------- Vapor Pressure . . . . . . . . . . . . -N/A Vapo r Dens i t y . . . . . . . . . . . . . -N�A Boiling Range . . . . . . . . . . . . . Lnwer - -N�R 'F Higher - -N/R 'F Formule �leight per Valume . . . . . . . 23.0715 LB�GL VOC IN LBS PER GRLLON . . . . . . . . . .000 Evaporation Rate . . . . . . . , . . . .000 (Ether = 1) % Vo I et i l e hy lile i ght ......... . 000 � Voletile by Volume . . . . . . . . . .000 -----------------------............-----------------......-------------------------- SECTIDN 10 - 5TF18ILITY RND RERC7IVITY --------------------------------------------------------------------------- INCOMPATIBILITIES: Rcids. DECOMPOSITION: CONDITIONS TO AVOID: POLYMERIZRTION: Will not occur. STRBILITY: 5table. --------------------------------------------------------------------------- SECTION 11 - TOXICOLDGICAL INF�RMATION --------------------------------------------------------------------------- OTHER: Consult various toxicology references such es NI05H's "Registry of Toxi� Effects of Chemical Substen�es" or Sex's "Qang'erous Properties of Industrial Chemicals" for speoific toxicity information regarding hazardous ingredients. --------------------------------------------------------------------------- SECTION 12 - ECOLOGICRL INFORMRTION --------------------------------------------------------------------------- ECOTOXICOLOGICAL INFORMATION: --------------------------------------------------------------------------- SECTION 13 - DISPOSAL CONSIDERRTIONS --------------------------------------------------------------------------- WASTE DISPOSAL: Dispose of in accordance with Federal, state� and local regulations regarding pollution. --------------------------------------------------------------------------- SECTION 14 - TRRNSPDRT INFORMATION ----------------------------------------------------------------.....,�..____�_ DOT HRZ(aRD CLASS ...................... DOT LINE NUt�BER: PAINT 8� RELATED MATERIAL-(NMFC 149980 SU86) Fran: » inenec Conpany, [nc, at � iNEtIEC816-983-1251 � 01-29-i1 A1:35 pn � A06 of 9�6 " PAGE 5 Rep Order#: PO#: --------------------------------------------------------------------------- TNEMEC COMPANY, INC. MRTERIRL SAFETY DATA SHEET F217-0217 LPK RD MORTARCRETE --------------------------------------------------------------------------- TRRNSPORTRTION RSSISTANCE: The ahove information is based on USDOT regulations for ground shipments in the container size specified on the MSDS. For further information please contact Tnemec's Treffic Dept. at (816)474-3400. --------------------------------------------------------------------------- SECTION 15 - REGULATORY INFORMATION --------------------------------------------------------------------------- EPR TSCR: RII components of this product are listed or are excluded from listing on the U.S. Toxic Substences Cantrol Rct (TSCR) Chemicel Substence Inventory. --------------------------------------------------------------------------- FEDERAL REGULRTIONS: There are no SARA reporteble matariels in this.prnduct. This product contains NONE of the substances subject to the reporting requirements of Section 313 af Title III of the Superfund Flmendments and Reauthorization Rct of 1986 and 40 CFR Pert 372. STATE REGULATIONS: --------------------------------------------------------------------------- SECTION 16 - OTHER INFORMATION --------------------------------------------------------------------------- Prepared by . . . . . . . . . . . . . . Tnemec Co. Inc. Date of issue . . . . . . . . . . . . . 01/24/2011 Last Revision Date . . . . . . . . . . 08�26�2008 MSDS Prepared for . . . . . _ , . . . . MSDS Lest Prepered . . . . . . . . . : N�NE HMIS Information: Health- 2 Flammability- 1 Reactivity- 0 For specific information regarding occupational safety and health standards, please refer to the Code of Federel Regulations, Title 29, Pert 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries essume any liability whatsaever for the accuracy nf completeness of the lnformatlon contained herein. Final determination of suitability of any material is the sole responsibility of the user. AIl materiels may present unknown health hazards and should be used with caution. Rithough certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. 6@l9lICDBQIPIION Epwcy �iodified Cementitious Mortar C01�10N U5�6E A high-performance, aggregate reinforced macerial for surFacing, patching and filling voids and bugholes in concTete substrates. Generally topcoated with a variery of high-perfomtance epoxies and polyure[hanes for use in mild to aggressive expasures. ��R$ Greenish Gray PRU�ENS Conaete: Self-priming CMU: Self-priming TOPi0A1$ Series 1, 20, 30, 46H-413, 61, 66, L69, N69, 84, 104, 120, L140, N14o, 151-1051, 161, 201, 205, 222, 223, 224, 237, 238, 239, 262, 26h, 270, 273, 275, 280, 281, 282, 434, 435, 436, 446. Note: Refer ro the applicable copcoat data sheet for color availability and additional information. ODNUIfIE OAU raxrm w�n� � $��/1� Prepare surFaces by mediod suitable for exposure and seevice. Refer to the appropriate topcoat prociuct data sheet for specific surEace preparetion recommcnda[ions. _Allow new concrete ro wre 28 days. VeriFy dryness Uy tescing For the presence oE mo(sture with the "Plastic Film Tape- Down Test" (Reference ASTY1 D 4263) or by other indusuy accepwble methods. When moiscure is de[ected on horizontal suffaces, perform "Standard Tesc Method for Measuring Moistuie Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride" (Reference ASTbt F 1869). ho�stuce concen[ not to exceed three pounds per 1,000 sq ft in a 24 hoin period. AUrasive blast or eyuivalene co remove lairance, form release agen[s, c�ring compounds, sealers and other contaminanLs and [o provide surface profile in accordance wi[h SSPGSPI3/NACE 6, ICRI CSPS. To repair large bugholes, ]ioneycomb and other cavities deeper [han the recommended maYimum thickness, coarse aggregate (pea gravcl) may be added (see nore under hlLxing section). Allo�v morcar to cure for 28 days. Level procrusions and monar spacter. No[ recommended. blusr be dean, dry and free of oil, grease and other contaminants. �Q��$��$ 100%(mLred) NE(OMM9iDFD DR Patge Coat 1/16"-1/4" per lih; ma�cinmm 1/2" chickness Peathet-edge Capable; 1/32" NRIN6 NIIE T To Twch To Recoat wfth Itself To T 75°F (24°C) 3-4 hours unlimited t 15 hours minimum & 50% R.H. t No[e: \�7hen [he first application is equal to or grearer d�an 1/4", or the second application is equal to or greater lhan 1/4", then the maximum recoa[ window wi[h irself is 2 hours. YOUI1lE0AGANlt(OMP(IUNDS Unthinned: 01> Ibs/gallon (19 grams/litre) NUNBFROF(WdPON8fl5 Three-Liquid: Part A and Paa B Powder: Patt C PAIXA6ING KITS CONSIST OF: A I PAHT B I PART C I �� T hI�J.T /i+�-.n__r Lar e Rit 1 al lastic u 1 c lastic 'ar 42J5 Ib ba 2.8 Small Kit 1 qt plasuc juQ 1 p[ plastic iaz 10.7 Ib bae OJ NEf W86Nf SfORA6E1FlIPERANRE 1FMP9�ANRE A615TAN� sHaF u� HI�SH PoINi-SETA HFALIH 8� SAFFII' Large Kir. 51.53 Ibs (23.37 k� Small Kit: 12.88 ]bs (5.84 k� �lininwm 40°F (4°C) Maximum 110°F (43°C) Condicion material to 70°F-90°F before using Eor optimum results. Pro[ea Parts A& B from freezing; discard iF frozen. Protect Part C Fcom moisture; store in dry environmen[ ofF ground. (Dry) Continuous 170°F (77°C) In[ermittent 200°F C93°C) ]2 mon[hs at recommended storage remperan�re. N/A 7"his product contains chemical ingrediencs �vhich are considered hazardous. Read container labe] wazning and Marerial Safery Data Sheet for imponant healch and safety information prior ro the use oE this product. %ep oui of the reach of cbild[en. OO March 25 2010 by Tnemee (o., Illi. PublLshed [echnical dafa and instruaions are svbjec[ to change wi[hout noUce. The online ca[alog a[ wmv.tnemecmm Pa e 1 of 1 � should be reFerer.ced for the most curzent mchnical dsta and irsswc[ions or yvu may rontact your 7nemx representauve 9 for current rechnical dau and iivwucliuns. - PRODUCT DATA SNEET MORTARCIAD TM I SERI ES 21 � �� See packaging section for kit contents. Allow for applicacion losses due to surface irregulanties and substra[e porosiry. Maximum perforn�ance is obtained when the Series 218 is applied to form a continuous, void-Free film. When using Series 218 the surface should be "pre-�vet" or dampened with potable cvater [o a Saturated Surface Dry (SSD) condition; the concrete is darkened by wa[er buc there is no pooling oF water on die conaete. This can be done using a Hudson pump- up sprayer or heavy nap roller cover dampened with potable wacer. Note: Do not oversatura[e thc surface. �N6 Pour liquid Part A inro a container large enough to hold all componenrs. Under agitation slowly add liquid Part B. \�Uhen blended, slo�vly sif[ po�vder, Pan C, while continuing agitation. Do not dump all of the Part C into the liquids at one time. Mix for rno minutes or until the cement-sand is choroughly wetted and a smooth consistency is obtauied. Imipozpnt: Do not add addltlonal Part C. Note: For repair of large bugholes, honeycomb and otl-:er cavities deeper than the reconunended maacunum thickness, 20- 25 ]bs of muiti-purpose clean sand (conforming to ASTM C 33) or 15-18 Ihs of locally purchased pea gravel (coarse aggregate) can be pos[ added to crea[e "dry-pack" mottar. One halF inch to No. 8 size (125 nun ro 2.36 mm) pea gravel confornung to AS'P+1 C 33 is recommended. Con[act your Tnemec representative or Tnemec Technical Services for addirional inFormation. 1HfNqIN6 Normally not required. For lo�v-pressure spray application [o [ransfer [he Series 218, may thin up to 6 oz. foc largc kit or up to 2 oz. For small kiL Use only potaUle water. POT �f{ 1 hour at 75°F (24°C). Cautlon: Thinning wlth high t�aAu�e water wlll signiflcantiy reduce the pot llfe. Fot best results, wa[et temperahrte should not �reed 80°P (27°C). I�G�QN �� hloaar }iawk, steel, stiff concrece finishing tro�vek, broad knives and rubber floats are recommended. For tro�veling inside and oucside comers, the use oF a radius or margin trowel is recommended. �blaterial can be transferred [o the surface bv utilizuig hydraulic spray eyuipntent (i.e. 11:1 Grover grout pump or 9:1 ��nA 410 pump) follo�ved by [roweling to seal thc ma[crial. For a so�oother finished appearance, [�owel licks may tx reduced by using �vater to lighdy dampen a 1/4" nap roller cover over the sealed Series 21R ma[erial. Note: If whitc liquid is brought to the surface during chis process, the Series 218 material is being overworked and/or oversawrated. Overworking or oversatura[ing the surface may have an adverse effect . on the adhesion oF subsequent coatings applied. I.ec Series 218 cure and remove surface deposit using concrete rub brick. SURFA�TF1aP91ANRE titininwm of 45°F (7°C), optimum 65°F [0 80°F (1S°C to 27°C), maxunum oE 90°F (3z°C). The substrate [emperaNre should be at least 5°F (3°C) above thc dcw point. MAIERI(�LjEklp9�pNRE For optimum application,.handling and perfom�ance, [he material [empera[ure during application should be bet�veen 70°F and 90°F (21°C and 3?°C). Tempera[ure �vill affect the wo�kabiliry. Cool temperatures increase viscosity and decrease �vorkability. \�arm tempera[ures �vill decrease viscosity and shorten po[ life. QFhAUP Flush and clean all equipment inunediately after use with warm water. WAARAN'IY tF llNCIATION OF SELLER'S LIABIllIY: 7'nemec Company, Inc. wanants only tha[ its coatings reprexn[cd herein mee[ thc fortnuladon s[andards of Tnemec Company, Ina 7'HE WARRANI'Y DFSCR[HED N THE .480VE PAR4GRAPH SHALL BE IN L[EU OF ANY OT}gR \l�A1tIG1YIY, :XPRESSEU OR IAIPLIED, L�'CLUDL`7G BLT NOT LL�S[TED TO, A.YY LHPIIED WAR.4ANTY OF MEHCHANTABILTIY OR }1"[VESS FOR A PARI7CI;LAR PUFiPOSE. T'}iERE ARE NO WARRAYIiES 7'EIAT ECTEYD BEYOND THE DESCRIPC[ON ON TIiE FACE HEREOF.'Ihe buyers sole and exdusive remedy againsi Tnemec Company, Inc. stv�ll be for replacemene of �he produtt in ehe even� a defec[fve coodition of the pmdua shoufd be Cound to exist and the exdusive remedy shall not have faVed its essential purpose as long u Tnemec '�s willing to provide comparsble replacement pniduce [o [he buyer. YO OTHER R&�[EDY (INCLUD ,[YG, B�T NOT LI�[TTED 70, II�CIDENCAL OR CONSEQUE?JT[AL DMfAGFS FOR LOST PROFITS, LOST SAI.FS, I�7LiAY TO PERSON OR PROPERTY, F.YV1RONhIF.IYI'AL INJLIRIES OR A�\*Y OTHER INCIDF.M'AL . OR COVSEQUENI'1N. LOSS) SH 1LL HE AVAIABLE TO THE BUYER TechnicJ a� applica�on infortnation herein is pmvided for Ihe pu�pose oF estahlishing a general profile of the coatlng and proper coating applicauon pmcedures. Test perfocmanm results were ohtained ln a con[rolled environment and Tnemec Company makes no claim Ihac these tests or any other tests, accurately reoresent all envvonmrna. As aoolicatlon, emlronmenc�l a� desien fattors an vazv slenificandv. due caze should be eseicised in ehe selecuon and use of �he coatine. � OO March 25, 2010 by Tnemec (o., Inc. PDS218 Page 2 of 2 a !!�a#erial �a#e#y Da#a �heet Preparation Date: 30-Dec-2009 Revision Date: 29-Dec-2009 1. PRODUCT AfdD COMPAPIY IDEIdT1�ICAT10P1 Product Code Trade Name Contact Manufacturer Emergency Telephone Number 2. HAZARDS IDENTIF9CATIOPI RNING! HARMFUL IF INHALED. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. Potential Health Effects Principie Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects See Section 12 for additional Ecological information Target Organ Effects Central nervous system, Eyes, Respiratory system, Skin F218-0218A MORTARCLAD CLEAR Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 Eye contact, Inhalation, Skin contact. Irritating to eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Revision Number: 0 3. COMPOSITIOPI/IMFOItMATIOPI OP! IPlGREDIEPlYS eni CAS-No Weight % 30 - 60 Page 1 / 6 F218-0218A - MORTARCLAD CLEAR Revision Date: 29-Dec-2009 3. COMPOSITION/INFO@tNiAT10M OW INSGREDIEnITS PROPYLENE GLYCOL MONOMETHYL 107-98-2 4.4374 ETHER SKIN BENZYL ALCOHOL 100-51-6 1.9017 4. F19zSY AID MEASURES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FIRE-FIGFlTiRiG IIflEASURES Flammable Properties Suitable Extinguishing Media No information available. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heaUsparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. 6. �►GCIDEPITAL, RELEASE MEASl16tES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable 7. HAPlDLIWG AND STORAGE Handling Close container after each use. Avoid, contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles.. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. Page 2 / 6 F218-0218A - MORTARCLAD CLEAR Revision Date: 29-Dec-2009 8. EXPOSURE CONTROLS / PERSOidAL Pf20TECTlOP! Exposure Guidelines Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves If splashes are likely to occur, wear Goggles. _ Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or di�iness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. P6iYSICAL A�lD C9�iEMICAL PROPE9tT1ES Flash Point Method Boiling PointlRange Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) % Volatile by Weight % Volatile by Volume Not applicable Pensky Martens - Closed Cup No information available No information available No information available No information available No information available No information availabie 1.06176 8.83547 1.139 64.0170 68.3183 10. STAB9LITY APlD REACYIVITY Chemical stability Stable. Conditions to Avoid Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Reactions Heat, flames and sparks. None under normal processing � � 11. TOXICOLOGICAL iMFORMATIOfd Acute Toxicity Component Information Page 3/6 F218-0218A - MORTARCLAD CLEAR Revision Date: 29-Dec-2009 11. YOXICOLOGICAL INFORMATIOPI BENZYL ALCOHOI 1230 mq/kq ( Rat 1 2000 mqlka ( Rabbit ) 8.8 mq/L ( Rai 14 h Irritation Corrosivity Sensitization Chronic Toxicity Carcinogenicity M utageni c. Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Endocrine Disruptor Information No information available No information available No information available The table below indicates whether each agency has listed any ingredient as a carcinogen No information available No information available No information available No information available . Central nervous system, Eyes No information available Respiratory system, Skin. 12. ECOLOG9C6\L IPdFORIlAAT90Pl Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea PROPYLENE GLYCOL LC50= 19202 mg/L EC50 = 10457 mg/L 96 h MONOMETHYL ETHER Oncorhynchus mykiss 96 h (SKIN) LC50= 15886 mg/L Pimephales promelas 96 h LC50= 21742 mglL Lepomis macrochirus 96 h LC50 4600 - 10000 mg/L Leuciscus idus 96 h BEN2YL ALCOHOL EC50 = 35 mg/L 3 h LC50= 460 mg/L Pimephales EC50 = 63.7 mg/L 5 min EC50 EC50 = 23 mg/L 48 h promelas 96 h LC50= 10 mg/L = 63.7 mg/L 15 min EC50 = Lepomis macrochirus 96 h 71.4 mg/L 30 min EC50 = 50 m /L 5 min 13. DISPOSAL COPISID�6tA'ilOi�S Waste Disposal Methods Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal 'i4. Tl2ANSP0l2Y IFdF062MATlOtd DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name PAINT,WATER BASE FREEZABLE 15. REGULATORY IPIFORMATIOPI I nternational I nventories TSCA Complies Page 4/6 F218-0218A - MORTARCLAD CLEAR DSL/NDSL EINECSIELINCS CHINA ENCS KECL PICCS AICS Complies Does not Compiy Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply U.S. Federal Regulations SARA 313 SARA 311I312 Hazardous Categorization Chronic Health Hazard Acute Health Hazard Fire Hazard Sudden Release of Pressure Hazard Reactive Hazard CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: PROPYLENE GLYCOL MONOMETHYL ETHER Other International Regulations Canada x x x Revision Date: 29-Dec-2009 x This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class D26 Toxic materials �• Legend NPRI - National Pollutant Release Inventory '96. OTFiER IPIFORMAYIOR9 Revision Date: 29-Dec-2009 Revision Summary � No information available No Yes Yes No No Page 5 ! 6 F218-0218A - MORTARCLAD CLEAR Revision Date: 29-Dec-2009 HMIS Health 2 Flammability 1 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Finai determination of suitability of any material is the sole responsibility of the user. All materiats may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 6 / 6 Ll�aterial �afe#y Data Shee# Preparation Date: 08-Apr-2010 ,Revision Date: 08-Apr-2010 Revision Number: 0 1. PRODUCT AND C011nPAi�9Y 9DEn9Y9FICAT101V Product Code Trade Name Contact Manufacturer Emergency Telephone Number F218-02188 MORTARCLAD CLEAR Tnemec Company, inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. HAZARDS 6DEPlTI�6CATI01�9 RNING! Overview CAUSES EYE BURNS. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY CAUSE SENSITIZATION BY SKIN CONTACT. HARMFUL OR FATAL IF SWALLOWED. Potential Health Effects Principle Routes of Exposure Eye contact, Inhalation, Skin contact. Acute Effects Eyes Causes burns. Severe irritation. Skin Repeated or prolonged skin contact may cause allergic reactions with susceptible persons. May cause sensitization by skin contact. Inhalation May cause irritation of respiratory tract. Ingestion Ingestion may cause gastrointestinal irritation, nausea, vomiting and diarrhoea.. Chronic Effects Avoid repeated exposure Repeated contact may cause allergic reactions in very susceptible persons See Section 11 for additional Toxicological information. Aggravated Medical Conditions Gastrointestinal tract. Skin disorders. Kidney disorders. Liver disorders. Interactions with Other Chemicals No information available Potential Environmental Effects See Section 12 for additional Ecological information Target Organ Effects Skin, Eyes, Gastrointestinal tract, Respiratory system, Kidney, Liver 3. COMPOSIT'IOId/IfdFORMATIOM OF� lP1GREDIEI�7'S omponent ODIFIED ALIPHATIC AMINE CAS-No 1477-55-0 eight % 5-10 Page 1 / 5 F218-0218B - MORTARCLAD CLEAR Revision Date: 08-Apr-2010 4. FIRST AID MEASURES Eye Contact Skin Contact Ingestion Inhalation Flush immediately with large amounts of Gean water under low pressure for at least 15 minutes. Consult a physician. Wash off immediately with soap and plenty of water removing all contaminated clothes and shoes If skin irritation persists, call a physician Drink 1 or 2 glasses of water If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FIRE-FIGHTIIUG MEASUitES Flammabie Properties Suitable Extinguishing Media No information available Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products No information available Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heaUsparks/open flames/hot surfaces. May cau'se heat and pressure build-up in closed containers. 6. ACCIDEIVTAL �tELEASE MEASIJftES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable 7. HAR�IDLIt�lG A�1D STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. Page 2 / 5 F218-02186 - MORTARCLAD CLEAR Revision Date: OS-Apr-2010 8. EXPOSURE COPITatOLS / PERSONlAL PF20TEC'PIOi�! Exposure Guidelines MODIFIED ALIPHATIC I Skin Ceiling: 0.1 mg/m' I Skin Ceiling: 0.1 mg/m3 Ceiling: 0.1 mg/m' Skin I CEV: 0.1 AMINE Engineering Measures Ensure adequate ventilation, especialiy in confined areas Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Skin � Peak:0.1 Lightweight protective clothing, Apron, Impervious gloves Goggles. If splashes are likely to occur, wear face-shield. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properfy fitted respirator (NIOSH approved) during and after appiication. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PHYSICAL AfVD CH�MICAL P620PEFt�'IES Flash Point Boiling PoinURange Upper Exposure Limits Lower Exposure Limits Evaporation Rate VapourPressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) % Volatile by Weight % Volatile by Volume Not applicable 100 - -18°C / 212.0 - .0°F No information available No information available No information available No information available No information available 1.03648 8.62510 .000 66.6670 69.0286 '10. STA�ILIiY APID REACTIVITY Chemical stability Incompatible Products Stable. No information available Conditions to Avoid Possibility of Hazardous Reactions Heat, flames and sparks None under normal processing 'i 1. TOX9COLOGICAL IPlFORMATIOiN Acute Toxicitv Component Informatlon Com onent LDSO Oral LD50 Dermal LC50 Inhalation MODIFIED ALIPHATIC AMINE 930 m/k Rat 2000 m!k Rabbit 700 m Rat 1 h irritation Corrosivity No information available No information available Page 3/5 F218-0218B - MORTARCLAD CLEAR Sensitization Chronic Toxicity Carcinogenicity No information available Revision Date: 08-Apr-2010 The tabie below indicates whether each agency has listed any ingredient as a carcinogen Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available Teratogenlcity , No information available Target Organ Effects Skin, Eyes, Gastrointestinal tract, Respiratory system, Kidney, Liver. Endocrine Disruptor Information No information available 12. ECOd.OGICAL INFORMATIOPI Ecotoxicity 13. D9SPOSAL CONSIDERA'TIOPIS Waste Disposal Methods Contaminated Packaging Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. TRA�lSP01iT Ii�FOFtMATIOfd DOT Proper Shipping Name Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. PAINT,WATER BASE FREEZABLE 15. REGIDLATOEtY IiNFORMATIOPI International Inventories TSCA DSL/NDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS U.S. Federal Requlations SARA 313 Complies Does not Comply Does not Comply Does not Comply Does not Compiy Does not Compiy Does not Comply Does not Comply SARA 311/312 Hazardous Categorization Chronic Health Hazard � Page4/5 F218-0218B - MORTARCLAD CLEAR Acute Health Hazard Fire Hazard Sudden Release of Pressure Hazard Reactive Hazard CERCLA U.S. State Regulations California Propositlon 65 This product contains the following Proposition 65 chemicals: MODIFIED ALIPHATIC Other International Regulations Canada Yes Yes No No Revision Date: 08-Apr-2010 This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class Non-control led Legend NPRI - National Pollutant Refease Inventory 16. OTHER BNFORMAil01� Revision Date: Revision Summary HMIS 08-Apr-2010 No information available Health 3 Flammability 1 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of Its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS i i I � � Page 5 I 5 Material �afety �ata Sheet Preparation Date: 30-Dec-2009 Revision Date: 29-Dec-2009 Revision Number: 0 1. PitOD�DCT At�D COMPAPIV IDEPITIFICATIOPI Product Code Trade Name Contact Manufacturer Emergency Telephone Number F218-0218C MORTARCLAD AGGREGATE Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. !%AZAt2DS 9DEId"�"IFICA'�IOid ING! en MAY CAUSE EYE INJURY. HARMFUL BY INHALATION. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. May cause eye injury. Exposure of sufficient duration to wet cement, or to dry cement on moist areas of the body, can cause serious, potentially irreversible tissue (skin, eye, respiratory tract) damage due to chemical (caustic) burns, including third degree burns. Irritating to skin. Exposure of sufficient duration to wet cement, or to dry cement on moist areas of the body, can cause serious, potentially irreversible tissue (skin, eye, respiratory tract) damage due to chemical (caustic) burns, including third degree burns. Irritating to respiratory system. Respirable crystalline silica (quartz) can cause silicosis, a fibrosis (scarring) of the lungs. Exposure of sufficient duration to wet cement, or to dry cement on moist areas of the body, can cause serious, potentially irreversible tissue (skin, eye, respiratory tract) damage due to chemical (caustic) burns, including third degree burns. May be harmful if swallowed. Chronic Effects Cancer hazard. Contains crystalline silica which can cause cancer. (Risk of cancer depends on duration and level of exposure.) See Section 11 for additional Toxicological information. Aggravated Medical Conditions Skin disorders. Interactions with Other Chemicals No information available. Potential Environmental Effects See Section 12 for additional Ecological information Target Organ Effects Eyes, Lungs, Respiratory system, Skin .�. rivi�i�vaS'�i ivev��i%��i��i'��v .�.w.� O�S��:��v Page 1 / 6 F218-0218C - MORTARCLAD AGGREGATE Revision Date: 29-Dec-2009 3. COMPOSITION/IPIFORMATION Oi�1 IPIGREDBEi�TS inent CAS-No Wei ht % ALLINE SILICA (QUARTZ) 14808-60-7 59.9823 JM SILICATES AND ALUMINATES 65997-15-1 30 - 60 4. F912ST AID MEASUatES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. F19tE-FIG9iY1P1G MEASURES Flammable Properties No information available. Suitable Extinguishing Media Foam, carbon dioxide, and dry chemical. Hazardous Decomposition Products No information available Specific Hazards Arising from the Chemical � Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters As in any fire, wear self-contained breathing apparatus pressure-demand, MSHAINIOSH (approved or equivalent) and full protective gear. 6. ACC9DEP�TAL RELEASE MEASIJRES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. Shovel or sweep up. Not applicable 7. HAPIDLIPlG APlD STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. Tightly fitting safety goggles. Wear protective gloves/clothing. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. Keep container tightly closed. Page 2 / 6 F218-0218C - MORTARCLAD AGGREGATE Revision Date: 29-Dec-2009 8. EXPOSURE COfVTROLS / PERSONAL PROTECTIOiV Exposure Guidelines Engineering Measures Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves Tightly fitting safety goggles Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PHYSICAL APID CNEMICAL P920PE6tT1ES Flash Point Boiling Point/Range Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) °/a Volatile by Weight % Volatile by Volume Not applicable No information available.0.0 No information available No information available No information available No information available No information available 2.83540 23.59475 .000 .0000 .0000 10. SiABIL1iY AtdD REAC�BVITY Chemical stability Stable. Conditions to Avoid Incompatible Products Acids. Strong oxidizing agents. Possibility of Hazardous Reactions Heat, flames and sparks None under normal processing 'i 1. TOXICOLOGICAL ItdPOIiMAT10P1 Acute Toxicity Component Information Com onent LD50 Oral LD50 Dermal LC50 Inhalatlon CRYSTALLINE SILICA QUARTZ 500 m/k Rat I Page 3/6 F218-0218C - MORTARCLAD AGGREGATE Irritation Corrosivity Sensitization No information available No information available No information available Revision Date: 29-Dec-2009 Chronic Toxicity Carcinoaenicitv CRYSTALLINE SILICA A2 X Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Endocrine Disruptor Information Group 1 � Known No information available No information availabie No information available No information available Eyes, Lungs, Respiratory system, Skin. No information available 12. ECOLOGICAL IFdFO1tMATLOP�1 Ecotoxicity 13. D6SPOSAL COPISIDEItA'ilOidS Waste Disposal Methods Contaminated Packaging Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. T�tAi�SP06tT IPIFORMATEON DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name SILCA,N.O.I.-20-P.C.F.,GREATER (ITEM 176370,Sub 3) 15. REGl9LATORV IFdFORMATIOfd International Inventories TSCA DSUNDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS U.S. Federal Requlations SARA 313 Com pl ies Com pl ies Complies Complies Does not Comply Complies Does not Comply Complies Page 4I.6 F218-0218C - MORTARCLAD AGGREGATE SARA 311/312 Hazardous Cateqorization Chronic Health Hazard Acute Health Hazard Fire Hazard 5udden Release of Pressure Hazard Reacfive Hazard No Yes Yes No No Revision Date: 29-Dec-2009 CERCLA U.S. State Requlations California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-No California Pro . 65 CRYSTALLINE SILICA QUARTZ 14808-60-7 Carcino en State Right-to-Know CRYSTALLINE SILICA lQUARTZ) CALGUM SILICATES AND X X X X X X X X Other International Requlations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class D2A Very toxic materials � Legend NPRI - National Pollutant Release Inventory 16. OTHEit Ii�FORMATlON Revision Date: Rev(sion Summary HMIS 29-Dec-2009 No information availabie Health 2 Flammability 0 Reactivity 0 Page 5/6 F218-0218C - MORTARCLAD AGGREGATE Revision Date: 29-Dec-2009 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein; we cannot guarantee that these are the only hazards which exist. End of MSDS Page 6 ! 6 6Q191IC UBQIIPIIUR Fiber-Reinforced Moditied Polyamine Epoxy �O1�IMON USA6E' A chick £lm, 100°.fi solids, spray-applied, abrasion-resis[ant coacing designed foc wastewater inm�ersion and fume environmencs. Provides excellent resistance to H25 gas permeation, procects against MIC and provides chemical resistance ro severe �vaste�vater environments. Fiber-reinforcemen[ provides superior physical sttength and higher film build. C0�1$ �021 Gray. Nobe: Epoxies chalk with excended exposure to surilight. HNISH closs SUAFAmt/Rl1fR/PATOIBt Series G3-1500, Zia, zi9, 434. %�IMf�I$ Concrete: Self-priming or Series 201. ��OA�$ Secies 435 (optional) Prepare surfaces by mecliod suitable for exposure and se�vice. Refer to the appropriare primer data sheet for specii'ic reconunendations. (�M� Allow necv concrete [o cure a minunum of 23 days. Verify dryness by [esting for moisture evith a"plastic film tape-do�vn tesr' <Refe�ence e1STh1 D 4263). If necessary for testing horizontal surfaces, perform "Standard 'fesc Method for '�lea.suring Ploisture Vapor Emission Rate oE Concrete Subtloor Using Mhydrous Calcium Cliloride" (Reference ASTM F 1869). �loisture content no[ to exceed chree pounds per 1,000 sq k in a 24 hour period. Abrasive blast or equivalent ro remove lai[ance, form release agen[�, curing compounds, sealers ancl odier contaminants and to provide surFxce proffle (ReEerence SSPGSPI3/�ACE 6, ICRI CSPS or greater). Large voids, bugholes and other cavities should be filled wi[h recommended [illei or surfacer. on��wssnu�a ALL SURFA�S voiu�wuos RECOMMQIDm DFf NAIN611ME Y011IIIF OaGANIC CUMPOUNDS 1H�AEfIfAL (DYERA6E MUMBER OF fONPONFlilS IIOON6 RATIO PAIXA61M6 Contacr your Tnemec representacive o� Tnemec Technical Services. btus[ be clean, dry and free oF oil, grease and other contaminan[s. 100% (miKed) Conecete: 50.0 ro 125.0 mils (1270 to 3ll5 microns) per coat. Note: Number of coats and [hickness requiremenrs �vill vary with substrare, application me[hod and exposure. Contact your Tnemec representative. To Tonrnat I To Pl£ce in Service -_� ..._..._..__bf� If more than 7 days have elapsed between coacs, [he Perma-Shield FR coated surFace mus[ be mechanirally abrdded before topcoating. EPA Method 24: 0.23 ]bs/gallon (28 grams/litre) 1,604 mil sq k/gal (39.4 m�/L at 25 microns). See APPLICA7'ION for coverage rates. T�vo: Part A and Part B By volume: One (Par[ A) to one (Part B) [vledium Kit 1-6 allon ail 1-3 Small Kit 1-1 eallon can 1-1 MEt YVf16iR PBt 6ALLON STOAA6ETEMPBIANAE 1FMP61ANRE RBISTAN� $flQf LI� RASH POINT-SEiA HFALiH � SAFEIY 10.87 t U.25 lbs (4.9 t.11 ky� (mLred) �tininlum 40°F i4°C) btaximum 110°F (32°C) Prior ro application, che marerial tempera[ure must be beaveen 70°F and 80°F (21°C and 27°C). (Dry) Continuous 275°F (135°C) Incermit[ent 300°F (149°C) 12 months at recommrnded stoiage tempera[ure. Part A: 1 i0°F (77°C) Yatt B: 170°F (77°C) This product contains chemical ingredients rvhich are considered hazardous. Read wntainec label waming and Mareria] SaEery llata Sheet Eor imponant health and safery information prior co the use oF chis product. Scep oui of the reach af children. OO Fe6ruary 09, 2007 by Tnemec (a., IfIC. Published technir l dau and inswaions am subjett to dnnge wIIhout nouce. The online ca[alog at mv�e.memecmm page 1 of 2 shou]d 6e mfernxed for Ihe mast curren[ techniul dae� and instmctinns or you may mn[aa your Tnemec represen[a[ive for cuvent rechnical da�a and inswcuons. PRODUQ DATA SHEET PERMA�SHlEID° FR I SERIES 436 �sE j�Aj$ Before commencing, ob[ain and thoroughly read the Series 436 Surface Preparation and Application Guide. Allow for overspray and surface irregularities. Film thickness is rounded ro the nearest 0.5 mil or 5 microns. Application oF coating below minimum or above ma.Yimum recommended dry film thicknesses may adcersely affect coacing performance. �N6 �ILr the entire conrents of Part A and Paa B separately. Scrape all of the Pan B into the Patt A by using a fle.eible spamla. Note: Small kit will requirc the use of a separate concainer luge enough to hold both components. Use a variable speed drill with a PS ]iffy blade and mix d�e Ulended componen[s for a minimum oF rno nunures. During the mixing process, scrape [he sides and botrom oF the container ro ensure all of Pares A and B are blended rogether. Apply the mised marerial wichin pot life limits after agita[ion. Note: A large volume of material wi11 set up quickly if nor applied or reduced in volumc. Cautlon: Do not reseal mised materlaL An �plosloa ha7ard may be cceated. Do nM attempt W split klts. Mi:cing ratio is one to one by volume. THaNIN6 no Nor rFm�r � �i� 25 to 30 minutes a[ 70°F (21°C) 15 to 20 minures at 80°F (27°C) S to 10 minutes at 90°F (32°C) Material temperamres above 90°F (32°C) will significandy reduce the spray and pot Iffe. $P�Y�j{ 15 co 20 minu[es a[ 70°F ("Ll°C) 5 to 10 minutes at SO°F (27'C) APPl1UT10N EiIUIPMBif Aidess eptay. Spray application equipment indudes a Graco "Xtreme-King^ 45:i or Wt�r�� "�Sagnuni' 64:1 airless sprry pump or other airless spny equipmen[ oF equal or greater configuration and capabiliry. Yump assembly should indude a moismre [cap and oiler, a'u regularor with gauge, fluid outle� drain (dump) valve, and ou�tted with an attached graviN fed maceria] hoppec Use a 1/2" I.D. macerial hosc (maximum 50 ft, minimum 5,000 psi working pressure rating). For betrer control use 6 ft to 10 ft of 3/S" �vhip ]ine. A WIW9 SOOF, a Graco XTR-7 or a Grrco Pis[ol Grip Mascic FIo-GLm (hlodel 207-945) with a Graco H.D. RAC Housing/Giiard assembly and H.D, tip sizes ranging from 0.035" [o D.047" may be used. Aidesv S Pump Size 17p Orifice AWm{z{ny[ &esavre MaYl Hose ID Manifold F31ta 0.035"-0.047" (890- 3000-4500 psi (207- 45:1 or 64:1 �� .,, �_� �x�� ti�_� 1/2" (12J mm) N/R Note: Material needs [o be graviry Eed through an attached material hopper. Material wlll not feed through a suction mbe. Contact "Cnemec Technical Service For more information. Btush or Tmwe1: Reconm�ended for small areas only. SURFA�iEMPEAANRE ;�Iininwm oE 50°F (10°C), optimum 65°F to SO°F (18°C ro 27°C), maximum of 13�°r (>4°C). The subsvate [emperature should be at least 5°F (3°C) above the dew point. AIA1HlIALTHi1PEAATIIAE For optimum application, handling and performance, the macerial temperature during application must be bet�veen 70°F and 80°F (21°C and 27°C). Matedal �vID not atomize properly below 70°F (21°C). Tempera[ure will afEect the workability. Coo] temperatures increase viscosity and decrease workabiliry. \Garm temperamres �vill deciease viscosity and shonen the spray and pot ]iPe. HDLIDAYi6iIM6 If required by projecc specifica[ions, High �'oltage Discontinuitv (spark) resting shall be performed using a Tinker R� Rasor AP/W High Vottage Holiday Testec Contact Tnemec Teclinical Se�vice for vol[age reconunendations. aFANUP Flush and clean all equipment immediately after use with Tnemec's No. 4 Thinner or MEK. WAHRAN'NIY & llMITA'I'fON OF StiLLER'S LIAAILITY: Tnemec Company, inc walrants only thu ifs coatlngs represented heeein meee �he focmulacion stand�rds of Tnemec Company, Ina TFiE WARRANII' DFSCRIBED IN'IIiE e1BOVE P.IRAGRAI+H SHALL HE L`! LIEU OF A\Y 07i-�R CVARRA.Y[Y, EXPRESSFD OR ihIPISED, 1� 1CLUDING BUT NOT LID[ITED TO, AYY IAIPL[FD NARRANIY OF MERCHANI'ABILl'IY OR FINESS FOR A PART7CLLAR PIJRPOSE THERE ARE NO VV.1R!G1NI'1P5 TIiAT &C7EiVD BEYO\D TFIE DESCRIP7ION ON THE FACE HEREOF. The buye�s sole and exclusive xemedy ag�inst Tnemec Company, Inc. shatl be for replacemen[ of the produtt in the event a defecave mndiuon of the producc should be found ro acist and ihe exdusive remedy shall not have Cailed ir� essen[L�I pucpose as long as Tnemec is willing to pmvide companble replacemen[ pmduc[ ro the buyer. NO O'fHER REMEDY (NCLUD4`1G, B�7 NOT LLkllTED TO, II�CmEMAL OR CONSEQUF.�Yf7AL DAh1AGES FOR LOST PROFlTS, LOST SAI.ES, L�IJURY TO PERSON OR PAOPERiY, ENVIRONMENfAL INJilRIES OR ANY OTHER WCID&�]TAI OR CONSEQU&�TIAL LOSS) SHALL BE AVAIfABLE TO'CHE Bi1YER. Technical and application Informatlon hemin is provided for the pu�ose oC esublishing a general profJe of the matlng and proper ma[ing applicatlon pfocedures. Tes[ perfortnance resu16 were obtained in a con[mlled envlronmen[ and Tnemec Company makes no daim tha[ �hese tests or aoy other [ests, accuately cepresent all envtronmenes. A5 appllcatton, environmental and design faaois can vary si�niticandy, due care should be exerclsed in [he seleaioo and use oF the matine. �O Fe6ruary 09, 2007 by Tnemec (o., Inc. PDS436 Page 2 0(1 Nla#erial �afe$y Data �heet Preparation Date: 04-Jan-2010 Revision Date: 2g-Dec-2009 Revision Number: 0 1. PitODl1CT APlD COMPAPlY IDEPlTB�ICATION Product Code Trade Name Contact Manufacturer Emergency Telephone Number F436-5021A PERMA-SHIELD FR GRAY Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. HAZA92DS IDEPlTIFBCATiON GER! encv Overview COMBUSTIBLE LIQUID AND VAPOR. HARMFUL IF INHALED. CAUSES SKIN AND EYE BURNS. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Causes burns. Causes burns. May cause sensitization by skin contact. Irritating to respiratory system. Respirable crystalline silica (quartz) can cause silicosis, a fibrosis (scarring) of the lungs. May be harmful if swaliowed. Chronic Effects � NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. Cancer hazard. Contains crystalline silica which can cause cancer. (Risk of cancer depends on duration and level of exposure.) See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Potential Environmental Effects Target Organ Effects Use of alcoholic beverages may enhance toxic effects. See Section 12 for additional Ecological information Blood, Central nervous system, Central Vascular System, Eyes, Kidney, Liver, Lungs, Nasal Cavities, Prostate, Respiratory system, Skin Page 1 / 8 F436-5021A - PERMA-SHIELD FR GRAY Revision Date: 29-Dec-2009 3. COMPOSITIOPI/IidFO1tMAT10P1 Oi�! IfdGRED1ENTS Fiazardous com onents Com onent CAS-No Weight % ITANIUM DIOXIDE TOTP;L DUST 13463-67-7 10 - 30 MODIFIED POLYAMINE 10 - 30 FURFURYL ALCOHOL 98-00-0 15.7659 CRYSTALLINE SILICA QUARTZ 14808-60-7 11.5755 BENZYL ALCOHOL 100-51-6 10.1831 M-XYLENEDIAMINE 1477-55-0 5 - 10 SILICON DIOXIDE/ALUMINUM OXIDE 66402-68-4 1- 5 FIBROUS GLASS . 65997-17-3 1- 5 MORPHOUS SILICA 7631-86-9 1- 5 MORPHOUS SILICA 7631-86-9 1- 5 LUMINUM OXIDES 1344-28-1 1- 5 PHENOL SKIN 108-95-2 1.491 BISPHENOL A TYPE EPDXY RESIN 25036-25-3 1- 5 CRYSTALLINE SILICA QUARTZ 14808-60-7 0.2411 4. �IFtSY Ai� nAEASlJ12ES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughiy with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FIRE-FIGHTING MEASIJRES Flammable Properties Suitable Extinguishing Media Combustible material. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Ammonia. Specific Hazards Arising fr.om the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heat/sparks/open_ flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEPITAL RELEASE MEASURES Personal Precautions Environmental Precautions Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove ail sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. Page 2 / 8 F436-5021A - PERMA-SHIELD FR GRAY Revision Date: 29-Dec-2009 Methods for Cleaning Up if spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Other Information Not applicable 7. HAIdDLItdG AB�lD STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSURE COI�ITROLS / PERSOWAL PfftOYECTBOP! Exposure Guidelines Com onent ACGIH TLV OSHA PEL uebec TWAEV Ontario TWAEV Mexico OEL TWA TITANIUM DIOXIDE (TOTAL TWA: 10 mg/m' TWA: 10 mg/m' TWA: TWA: 10 mg/m' TWA: 10 mg/m' TWA: 10 mg/m' STEL: DUST 15 m/m' 20 m/m' FURFURYL ALCOHOL TWA: 10 ppm Skin TWA: 40 mg/m' TWA: TWA: 40 mg/m' TWA: TWA: 10 ppm TWA: 40 TWA: 10 ppm TWA: 40 STEL: 15 ppm 10 ppm STEL: 15 ppm 10 ppm STEL: 15 ppm mg/m' STEL: 60 mg/m' mg/m' STEL: 15 ppm STEL: 60 mglm' Skin STEL: 60 mg/m' Skin STEL: 15 ppm Skin STEL: 60 mg/m' TWA: 200 mg/m' TWA: 50 m CRYSTALLINE SILICA TWA: 0.025 mg/m' TWA: 0.1 mg/m' TWA: 0.1 mg/m' TWA: 0.10 mg/m' TWA: 0.1 mg/m' QUARTZ M-XYLENEDIAMINE Skin Ceilin : 0.1 m!m' Skin Ceilin : 0.1 m/m' Ceilin : 0.1 m/m' Skin CEV: 0.1 m/m' Skin Peak: 0.1 m/m' SILICON TWA: 5 mg/m' T�VA: TWA: 5 mg/m' STEL: TWA: 0.5 fibres/cm3 TWA: 5 mg/m' TWA: DIOXIDE/ALUMINUM OXIDE a.2 mg/m' 10 mg/m' TWA: 5 mg/m' TWA: 0.2 mg/m' STEL: 10 0.2 mglm' STEL: 10 mg/m' m /m' FIBROUS GLASS TWA: 1 fiber/cm3 TWA: Ceiling: 5 mg/m' TWA: 10 mg/m' TWA: 1 TWA: 1 fibres/cm3 WA: 0.15 mg/m' TWA: 5 mg/m' TWA; 0.5 fibre/cm3 TWA: 5 TWA: 0.2 mglm' TWA: 0.5 mglml TWA: 0.1 mg/m' TWA: 0.05 mg/m' TWA: 0.2 mglm' 5 mg/m' TWA: 0.1 mg/m' TWA: 0.2 mg/m' mg/m' TWA: 0.2 mg/m' TWA: 0.05 mglm' TWA: mglm' TWA: 0.01 TWA: 5 mg/m' TWA: TWA: 0.1 mg/m' TWA: 0.5 mg/m' TWA: 0.02 mglm' TWA: 0.002 0.01 mg/m' TWA: D.002 0.02 mglm' TWA: 0.01 mg/m' TWA: 0.025 mg/m' TWA: 0.05 mg/m' STEL: 10 mg/m3 mg/m' TWA: 0.002 mg/m' TWA: 0.1 mg/m' mg/m' TWA: 0.5 mg/m' mg/m' STEL: 10 mg/m' STEL: 0.6 mg/m' STEL: 10 m /m' ALUMINUM OXIDES TWA: 1 mg/m' WA: 10 mg/m' TWA: 5 TWA: 10 mg/m' TWA: 10 mg/m' TWA: 10 mg/m' m /m' TWA: 15 m !m' PHENOL (SKIN) TWA: 5 ppm Skin WA: 19 mg/m' TWA: 5TWA: 19 mg/m' TWA: 5 TWA: 5 ppm TWA: 19 TWA: 19 mg/m' TWA: 5 ppm Skin ppm Skin mglm' Skin ppm STEL: 10 ppm STEL: 38 m /m' CRYSTALLINE SILICA TWA: 0.025 mg/m' TWA: 0.1 mg/m' TWA: 0.1 mg/m' TWA: 0.10 mg/m' TWA: 0.1 mg/m' QUARTZ Page 3 ! 8 F436-5021A - PERMA-SHIELD FR GRAY Engineering Measures Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection Generai Hygiene Considerations Ensure adequate ventilation, especially in confined areas Revision Date: 29-Dec-2009 Lightweight protective clothing, Apron, Impervious glaves Goggles. If splashes are likely to occur, wear fac�shield. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PHVSICAL AidD CHEMICAL PROPERTIES Flash Point Boiling PoinURange Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) % Volatile by Weight % Volatile by Volume 77°C / 170.0°F No information available.0.0 No information available No information available No information available No information available No information available 1.46958 12.22911 2.100 17.1730 22.5535 'i0. STA�ILI'i'X Af11D REACi1VIT'Y Chemical stability Stable. Conditions to Avold Incompatible Products Strong oxidizing agents. Bases. Possibillty of Hazardous Acids. Reducing agents. Reactions Heat, flames and sparks. Epoxy constituents. None under normal processing � 7. �oxeco�oGec�� a��o�nn�,-�ao� Acute Toxicity Component Information Page 4 / 8 F436-5021A - PERMA-SHIELD FR GRAY Irritation Corrosivity Sensitization Chronic Toxicity No information availabie No information available No information available Revision Date: 29-Dec-2009 Carcino enici The tabie below indicates whether each a enc has listed an in redient as a carcino en Com onent ACGIH IARC NTP OSHA Mexico TITANIUM DIOXIDE (TOTAL Group 2B X DUST CRYSTALLINE SILICA A2 Group 1 Known X QUARTZ FIBROUS GLASS Grou 1 Grou 2A CRYSTALLINE SILICA A2 Group 1 Known X QUARTZ Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Component No information available No information available No information available No information available Blood, Central nervous system, Central Vascular System, Eyes, Kidney, Liver, Lungs, Nasal Cavities, Prostate, Respiratory system, Skin. - Endocrine Disrupters IEU - Endocrine Disruptors - IJapan - Endocrine Disruptor '12. ECOLOGIGAL IRlF08tN1�4�lORR Ecotoxicity Com onent Freshwater AI ae Preshwater Fish Microtox Water Flea FURFURYL ALCOHOL LC50= 32 mg/L Pimephales EC50 = 328 mg/L 24 h romelas 96 h BENZYL ALCOHOL EC50 = 35 mg/L 3 h LC50= 460 mglL Pimephales EC50 = 63.7 mg%L 5 min EC50 EC50 = 23 mg/L 48 h promelas 96 h LC50= 10 mg/L = 63.7 mg/L 15 min EC50 = ,. Lepomis macrochirus 96 h 71.4 mg/L 30 min EC50 = 50 m /L 5 min FIBROUS GLASS LC50 5.6 - 7.4 �glL EC50 = 0.9 ug/L 48 h LC50 = Pimephales promelas 96 h 5 Ng/L 96 h LC50 1.4 - 2.3 LC50 9.4 - 9.7 �g/L ug/L 96 h Pimephafes promelas 96 h LC50 24.2 - 48.4 �gIL Lepomis macrochirus 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h PHENOL (SKIN) EC50 = 150 mg/L 96 h LC50= 24 mglL Pimephales EC50 = 28.8 mglL 5 min EC50 EC50 = 23.0 mg/L 48 h LC50 promelas 96 h LC50= 8.9 mg = 31.6 mg/L 15 min EC50 = = 13 mg/L 48 h Oncorhynchus mykiss 96 h 23.28 mg/L 5 min EC50 = LC50= 23.88 mg/L Lepomis 25.61 mg/L 15 min EC50 21 - macrochirus 96 h LC50 5- 12 36 mg/L 30 min mg/L Oncorhynchus mykiss 96 h LC50= 40 mg/L Poecilia reticulata 96 h LC50= 27.8 m/L Brach danio rerio 96 h Page 5 / 8 F436-5021A - PERMA-SHIELD FR GRAY Revision Date: 29-Dec-2009 13. DISPOSAL COBdSIDERATIONS I Waste Disposal Methods Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance . with local, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal 14. YRAiVSPOR'L' BidF092MAT101V DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name PAINT IN OIL 15. REGIJLATORY ITIFORMATBOP! International Inventories TSCA Comp�ies DSL/NDSL Complies EINECSIELINCS Does not Comply CHINA Does not Comply ENCS Does not Comply KECL Does not Comply PICCS Does not Comply AICS Does not Comply U.S. Federal Reaulations SARA 313 Component CAS-No Weight % SARA 313 - Threshold Values PHENOL SKIN 108-95-2 1.491 1.0 SARA 3111312 Hazardous Categorization Chronic Health Hazard No Acute Heaith Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Component CWA - Reportable CWA - Toxic Pollutants CWA - Priority Pol�utants CWA - Hazardous Substances Quantities SILICON DIOXIDE/ALUMINUM X OXIDE FIBROUS GLASS X PHENOL SKIN t0001b X X X CERCLA Com onent � Hazardous Substances RQs CERCLA EHS RQs PHENOL SK1N 10001b 10001b U.S. State Regulations Page 6 / 8 F436-5021A - PERMA-SHIELD FR GRAY Revision Date: 29-Dec-2009 State Right-to-Know Com onent Massachusetts New Jerse Penns Ivania lllinofs Rhode Island TITANIUM DIOXIDE (TOTAL X X X X DUST FURFURYLALCOHOL X X X X CRYSTALLINE SILICA X X X X UARTZ BENZYLALCOHOL X X M-XYLENEDiAMINE X X X X SILICON X X X DIOXIDElALUMINUM OXIDE FIBROUS GLASS X X X X X AMORPHOUS SILICA X X AMORPHOUS SILICA X X ALUMINUM OXIDES X X X X PHENOL SKIN X X X X X CRYSTALLINE SILICA X X X X QUARTZ Other International Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class D26 Toxic materials E Corrosive material � �' � ., + l � Legend NPRI - National Pollutant Release Inventory 16. OTHEBt INFORMA'�IOPI Revision Date: 29-Dec-2009 Revision Summary No information available HMIS Health 0 Flammability 0 Reactivity 1 Page 7 / 8 California Proposition 65 This product contains the following Proposition 65 chemicals: F436-5021A - PERMA-SHIELD FR GRAY Revision Date: 29-Dec-2009 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 8/8 � Preparation Date: 30-Dec-2009 IVlaterial �afety Data �heet Revision Date: 29-Dec-2009 Revision Number: 0 'i. PRODiJC�' AMD COMPA9NY IDEtd'TIFICATIOPI Product Code Trade Name Contact Manufacturer Emergency Telephone Number F436-0436B PERMA-SHIELD FR EPDXY Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. aOAZARDS IDE�IYIFICATBOP9 G! COMBUSTIBLE LIQUIDAND VAPOR. HARMFUL IF INHALED. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion encv Overview Eye contact, Inhalation, Skin contact. Irritating to eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Potential Environmental Effects Target Organ Effects Use of alcoholic beverages may enhance toxic effects. See Section 12 for additional Ecological information Blood, Central nervous system, Central Vascular System, Eyes, Kidney, Liver, Lungs, Nasal Cavities, Prostate, Respiratory system, Skin 3. COMPOSIiIOfdI1PIFORMA'i'10�! OPd 9P�GREDIEP�TS Hazardous Components Page 1 16 F436-0436B - PERMA-SHIELD FR EPDXY Revision Date: 29-Dec-2009 3. COMPOSITIOId/INFORNiAT10Pl OPI IPIGREDIENTS Com onent CAS-No Weight % BISPHENOL A TYPE EPDXY RESIN 25085-99-8 60 - 100 FURFURYL ALCOHOL 98-00-0 5.8905 MORPHOUS SILICA 7631-86-9 1- 5 MINERAL FIBER 65997-17-3 1- 5 4. FBRSY AID MEASIiRES Eye Contact Skin Contact ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FiRE-F9G6iTl1�lG MEASURES Flammable Properties Suitable Extinguishing Media Combustible material. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemicai Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Aldehydes. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. in the event of fire, wear self-contained breathing apparatus. Keep away from heaUsparks/open flames/hot surfaces. May cause heat and pressure buiid-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEMTAL FtELEASE MEASl1@tES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable 7. HAFdDLIidG APlD STORQ►GE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Page 216 F436-0436B - PERMA-SHIELD FR EPDXY Storage Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. Revision Date: 29-Dec-2009 8. EXPOSl�EiE C09dT930L5 / P�RS01�9AL F4R07'{ECT903� Exposure Guidelines Com onent ACGIH TLV OSHA PEL Quebec TWAEV Ontario TWAEV Mexico OEL TWA FURFURYL ALCOHOL TWA: 10 ppm Skin TWA: 40 mg/m' TWA: TWA: 40 mg/m� TWA: TWA: 10 ppm TWA: 40 TWA: 10 ppm TWA: 40 STEL: 15 ppm 10 ppm STEL: 15 ppm 10 ppm STEL: 15 ppm mg/m' STEL: 60 mg/m' mg/m' STEL: 15 ppm STEL: 60 mg/m' Skin STEL: 60 mg/m' Skin STEL: 15 ppm Skin STEL: 60 mg/m' TWA: 200 mg/m� TWA: 50 m MINERAL FIBER TWA: 1 fiber/cm3 TWA: Ceiling: 5 mg/m' WA: 10 mg/m' TWA: 1 TWA: 1 fibres/cm3 WA: 0.15 mg/m' TWA• 5 mg/m' TWA: 0.5 fibre/cm3 TWA: 5 TWA: 0.2 mg/m' TWA: 0.5 mg/m' TWA: 0.1 mglm' TWA: 0.05 mg/m' TWA: 02 mg/m' 5 mg/m' TWA: 0.1 mg/m' TWA: 0.2 mg/m' mg/m' TWA: 0.2 mg/m' TWA: 0.05 mg/m' TWA: mg/m' TWA: 0.01 TWA: 5 mg/m' TWA; TWA: 0.1 mg/m' TWA: 0.5 mg/m' TWA: 0.02 mg/m' TWA: 0.002 0.01 mg/m' TWA: 0.002 0.02 mg/m' TWA: 0.01 mg/m' TWA: 0.025 mg/m' TWA: 0.05 mg/m' STEL: 10 mg/m' mglm' TWA: 0.002 mg/m' TWA: 0.1 mg/m' mg/m' TWA: 0.5 mg/m' mg/m' STEL: 10 mg/m' STEL: 0.6 mg/m' STEL: 10 m /m' Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective ciothing, Apron, Impervious gloves If splashes are likely to occur, wear Goggles. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or diainess or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PFIY51Ca1L AMD CHEMICAL PROPERTIES Flash Point Method Boiling PoinURange Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibs/gal) % Volatile by Weight °/a Volatile by Volume 77°C / 170.0°F Pensky Martens - Closed Cup No information available No information available No information available No information available No information availabie No information availabie 1.18513 9.86206 .581 5.8910 6.1735 10. STABI�ITY Af�9D R�CTlVL�'Y Page 3 I 6 F436-0436B - PERMA-SHIELD FR EPDXY Revision Date: 29-Dec-2009 10. STABILITY APID REACTIVITY Chemical stability Stable. Conditions to Avoid Heat, flames and sparks. Amines. Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous None under normai processing Acids. Amines. Reducing agents. Reactions 11. TOXICOLOG9C�1L IM�Of2MATBON Acute Toxicitv Component Information irritation Corrosivity Sensitization Chronic Toxicity Carcinoaenicitv Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Component No information available No information available No information available icates whether No information available No information available No information available No information available Blood, Central nervous system, Central Vascular System, Eyes, Kidney, Liver, Lungs, Nasal Cavities, Prostate, Respiratory system, Skin. - Endocrine Disrupters �EU - Endocrine Oisruptors - �Japan - Endocrine Disruptor 12. ECOLOGICAL IIVFOFtMAYIOfd Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea FURFURYL ALCOHOL LC50= 32 mg/L Pimephales EC50 = 328 mg/L 24 h romelas 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h Page 4 / 6 F436-0436B - PERMA-SHIELD FR EPDXY Revision Date: 29-Dec-2009 Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea MINERAL FIBER LC50 5.6 - 7.4 Ng/L EC50 = 0.9 Ng/L 48 h LC50 = Pimephales promelas 96 h 5 Ng/L 96 h LC50 1.4 - 2.3 LC50 9.4 - 9.7 Ng/L vg/L 96 h Pimephales promelas 96 h LC50 24.2 - 48.4 ug/L Lepomis macrochirus 96 h 13. DlSPOSAL COPdSIDERA'r10NS Waste Disposal Methods Contaminated Packaging Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federai regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. TRAPlSPOat'6 IPIFOitMAT10PJ DOT Ground Transportation Only. Cali TNEMEC Traffic Department - 816-4743400 for other modes of Transportation. Proper Shipping Name PAINT IN OIL 'i5. ffiEGULATO�iY IPI�OPiii►iAT'IOriV International Inventories TSCA DSLINDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS U.S. Federal Regulations SARA 313 Complies Complies Does not Comply Complies Does not Comply Complies Complies Complies SARA 3111312 Hazardous Cateqorization Chronic Health Hazard Acute Health Hazard Fire Hazard Sudden Release of Pressure Hazard Reactive Hazard Component � CWA - CERCLA U.S. State Regulations No Yes Yes No No CWA - Toxic Pollutants � CWA • Priority Pollutants �CWA - Hazardous Su California Proposition 65 This product contains the following Proposition 65 chemicals: Page 5 / 6 F436-0436B - PERMA-SHIELD FR EPDXY State Right-to-Know Canada Revision Date: 29-Dec-2009 This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class 63 Combustible liquid D26 Toxic materials T � . Com onent NPR� FURFURYL ALCOHOL Part 5 Substance Legend NPRI - National Pollutant Release Inventory 16. OTHER IPI�ORMATIOiV Revision Date: Revision Summary HMIS 29-Dec-2009 No information available Health 2 Flammability 2 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 6 / 6 Other Internatlonal Requlations , 1 , . � _ ..� . C�NST�IJCTiOM INC, Subnsi�tal Transmittal & Response Shaded areas sre for City of Renton use only Submittal Number: 032 DA i E: 01/24/2011 (Contractor.� each submitfa! transmittal will have a consecutive numbe�beginning with "i". Resubmittals will be identified with R1, R2, etc.) Note: One form shall be filled out for each submitta! item. The only exception will be if multiple items from the same supplrer are su6mitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. `l�r��i'la�� Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid ltem # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response ; 10.0512 Structural Steel: ; 1' 2.02 'Concrete Anchors. 4.3.4 Kwik Bolt TZ Expansion_Anchor. i ��1�_ � -----------------:----------------..._---------- --- ---- 2;_ 2.02 �Deformed Bar Anchors. Nelson Stud Welding. D2L__ { ��, u__ _---- ----- -------...—._------------------------------- 3!__ 2.02 __ �Sleve Anchors.4.3.2 HSL-3 Heavy Duty Ex�ansion Anchor_ ______ `�J_},��,_______ —; -- -- -- --------------- 4 i 2.02 Welded Studs. Nelson Stud Weldin� S3L Shear Connectors. SC __ ;____�� _____ 5� 2.04 Thread Coatin . Never Seez- Re ular Grade Anti-seize i c ❑ Re-submittal . upplemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature " Printed Name & Title Phone # The Owner has reviewed the above noied documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTI�NS TAKEN MC = MAKE CORRECTIONS NOTEQ: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected., see comments below RR = REVI5E AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construcYion Contract. The review is undeRaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform al) Cont�act requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comn�ents or actlons may not be complete, or.ce non-compliance is documented, the review may ba discontinued and the submittal rejected. 1 of 2 Owner's Comments and Sign-off: .� _ . __ _ _ 4..3.4 GS�vik �o9t TZ Expansaon �nchor 4.3.4.1 Product Description Q,.$.L�..y Kwik Bolt TZ Product Description 4.3.4.2 Material Specifications 4.3.4.3 Technical Data 4.3.4.4 Installation Instructions 4.3.4.5 Ordering Information 4.3.4.6 Sample Calculations Impact Section (Dog Point) T Nut — Washer — Red - Setting — Mark Anchor _ -" Thread Anchor '� Body — Stainle Stee Expan: Slee� (Wedg Listings/Approvals ICC-ES pnternational Code Council) ESR-1917 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8" - 3/4") UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4") 4 p551FFa � IIlPAUtLY y �� Building Code Compliance IBC� 2006 IRC 2006 UBC 1997 The Kwik Bolt TZ (KB-i'� is a torque controlled expansion anchor which Is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel with zinc electroplated coating, 304 stainless steel, and 316 stainless steel versions. The anchor diameters range from 3/8 to 3/4 inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be Kwik Boit TZ (KB-T� supplied by Hilti meeting the description in Federal Specification A-A 1923A, Type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti Kwik Bolt lZ in the installed condition. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 �m. The stainless steel expansion sleeve conforms to AISI 316. Stainless steel anchor body, nut and washer conform to AISI 304. Stainless steel expansion sleeve conforms to AISI 316. Stainless steel anchor body, nut, washer, and expansion sleeve con- form to AISI 316 stainless steel. Product Features • Product and length identification marks facilitate quality control after installation. • Through fi�ure installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. • 316 Stainless Steel wedges pro- vide superior performance in cracked concrete. • Ridges on expansion wedges provide increased reliability. • Mechanical expansion allows immediate load application. • Raised impact section (dog point) prevents thread damage during installation. • Bolt meets ductility requirements � of ACI 318-05 Section Di. Installation Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit. Drive the anchor into the hole using a hammer. A minimum of four threads must be below the fastening surface prior to applying installation torque. Tighten the nut to the recommended Installatlon torque. Supplemental Design Provisions for ACI 318-05 Appendix D Design strengths are determined in accordance with ACI 318-05 Appendix D and ICC Evaluation Service ESR-1917 Hilti Kwik Bolt TZ Carbon and Stainless Steel Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, and 3 of this document. Supplemental provisions required for the design of the KB-TZ are enumerated in Section 4.0 of ESR-1917 (DESIGN AND INSTALLATION). Note that these design parameters are supplemental to the design provisions of ACI 318-05. 316 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol �-800-679-5000 I Hiki (Canada) Corp. 1-B00-363-4458 I www.hilti.ca I Product Technical Guide 2008 I Expanslon Cone � .. _ Meclianical Anohonng Systems� -- - - �. :��. : - _ - .-�: � - : :��.: : :.: : : :�: - .: a; 4.3.4.2 IViaterial Specifications Carbon steel with electroplated zinc • Carbon steel KB-1Z anchors have the following minimum bolt fracture loads' Anchor Shear Tensian Diameter (in.) (Ib) (Ib) 3/8 NA 6744 1/2 7419 11240 5!8 11465 17535 3/4 17535 25853 . • Carbon steel anchor components plated in accordance with ASTM 6633 to a minimum thickness of 5�m. • Nuts conforrn to the requirements of ASTM A563, Grade A, Hex. • Washers meet the requirements of ASTM F844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainiess steel • Stainless steel KB-TZ anchors are made of AIS1304 or 316 material and have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (Ib) (Ib) 3/8 5058 6519 112 8543 12364 5/8 13938 19109 3/4 22481 24729 • All nuts and washers are made from AISI 304 or AISI 316 stainless steel respectively. • Nuts meet the dimensional requirements of ASTM F594. � Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. • Expansion Sleeve (wedges) are made from AISI 316. 1 Boft fracture loads are determined by testing in jig as part of product �C. These loads are not intended for design purposes. See Tables 2 and 3. Hifti, Inc. (US) 1-800-879-8000 I wvv�v.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ce I Producl Technical Guide 2008 317 4.3.4 1�wiic �oli YZ Expansion Anchor 4.3.4.3 Technical Data Table 1— Kwik Bolt TZ Specification Table SEl71NG Symbol Units Nominal anchor diameter (in.) INFORMATION 3/S 1/2 5/8 3/4 Mchor O.D. do in. 0,375 0.5 0.625 0.75 (mm) (9.5) (12.� (15.9) . (19.1) Nominal bit dd� in. 3/8 112 5/8 3/4 diameter Effective min. in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 hef embedment (mm) (51) (51) (83) (79) (102) (95) (121) Min.hole depih ho in. 2-5/S 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (6� (6� (102) (95) (121) (11� (146) Min. thickness of In. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 rm� fixture� (mm) (6) (19) (6) (9) (19) (3) (41) Max.thickness of in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/S 3-5/8 �max fixture (mm) (5� (101) (70) (143) (121) (11� (92) Installatlon torque Ti,�� ft-Ib 25 40 60 110 (Nm) (34) (54) (81) (149) Min. dia. of hole d in. 7/16 9/16 11/16 13/16 infixture h (mm) (11.1) (14.3) (17.5) (20.6) Available anchor in. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/2 10 5-1/2 8 10 � anch lengths (mm) (76) (95) (12� (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threadedlength Ithread In, 7/8 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 4 6 including dog point (mm) (22) (41) p3) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152) Unthreadedlength tunihr in. 2-1/8 2-1/8 3-1/4 4 (mm) (54) (54) (83) (102) installation hn� in. 2-1/4 2-3/8 3-5/8 3-5/8 4-1/2 4-3/8 5-3/8 embedment (mm) (5� (60) (92) (92) (114) (111) (13� t I ne minimum tnicKness oi me tastenetl part Is tiasetl on use oi tne anchor at minimum embetlment and Is controlled by ihe length ot thread. If a thlnner iastening thickness is required, increase the anchor embedment to sutt. Figure 1— Kwik Bolt TZ installed Qanch 318 Hitti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 ,. ._ _.,.,_, , _. :.: .:.�.� - ..; ae � -.. ,. -...-' _....._ _.-. _._...-'_'_. _. __ ..__'_ . ___' _. .__. .3___ 4 , . '� Mechanical Anchoring Systems; >: .• ; - - - - -y. � - : :�. : �. :.-. : , :�.. - _i. -- -'_ Table 2- Carbon Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominai anchor diameter INFORMATION 3/8 1/2 5/8 3/4 MChof O.D. da In. 0.375 0.5 0.625 0.75 (mm) (g,� (12,� (15.9) (19.1) Effective min, in. 2 2 3-1/4 3-1/B 4 3-3/4 4-3l4 embedment� he� (mm) (51) (51) (83) (79) (102) (95) (121) Min. member thlcimess hmi� in. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (12� (102) (152) (152) (203) (12� (152) (203) (152) (203) (203) Critical edge distance �a� In. 4-3/8 4 5-1/2 4-1/2 7-1/2 6 6-1/2 8-3/4 6-3/4 10 8 9 (mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) in. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 ra,min �mm) (64) (10) (60) (92) (83) �121) (105} Min, edge distance for s? in. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (12� (146) (146) (156) (149) (26� (225) sm�, in. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 Min. anchor spacing (mm) (64) Q6) (60) (89) p6) (12� (102) for c>_ in. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 (mm) (92) (105) (89) (12�) (108) (241) (19� Mln.hole depth in. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 inconcrete h0 (mm) (6� (6� (102) (98) (121) 111� {146) Min. specified f Ib(n2 100000 84800 84800 84800 yield sVength y (N/mm2) (690) (585) (585) (585) Min, specified Ib�n2 125000 106000 106000 106000 ult. strengih f0 (N/mm2) (862) (731) (731) p31) Effectiv2 tensile Inz 0.052 0.101 0.162 0.237 stress area Ase (mmz) (33.6) (65.0) (104.6) (152.8) Steel strength Ib 6500 10705 17170 25120 in tension Nsa (kM (28 g) (47.6) (I6.4) (111.8) Steel strength Ib 3595 6405 1D555 15930 ln shear �Sa (kN) (16.0) (28.5) (47.0) (1�•9) Steel strength in Ib 2255 6405 10555 14245 shear, selsmic �S,se� {kN) (10.0) (28.5) (47.0) (63.4) Steel strength in shear, Ib 2130 3000 4945 4600 6040 NP concrete on metal deck2 �s,d`�` (kM (g.� (13.3) (22) (20.5) (26.9) Pullout sVength N Ib 2515 NA 5,515 NA 9,145 8,280 10,680 uncracked concrete3 °'�`�` (kN) (11.2) (24.5) (40.� (36,8) (47.5) Pullout sVengtti N Ib 2270 NA 4,915 NA NA crackedconcrete3 P'" (kN) (10.1) (21•9) Pullout sVength concrete Ib 1460 1460 2620 2000 4645 NP on metal deck4 Na,aeckc� � (6.5) (6.5) (11.� (8.9) (20.� Mchor cate o 5 1 Effectiveness factor k�,�, uncracked concrete 24 Effectiveness factor k« cracked concretee �� c N = kuncr�kcr' 1.41 Strength reduction factor � for tension, 0.75 steei failure modese Strength reduction factor ¢ for shear, steel 0.65 failure modese Strength reduction factor � for tension, concrete 0.65 failure modes, CondiGon B9 Strength reduction factor b for shear, concrete 0.70 failure modes � 2 3 4 5 6 See Fig. 1. NP (not permitted) denotes that the condition is not supported. NA (not applicabte) denotes that this value does not control for design. NP (not permitted),denotes that the condition is not supported. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. See ACI 318 D.4.4. See ACI 318 D.5.2.2. 7 See Acl 31 tS U.b.z.ti. S The KB-TZ is a ductile steel element as defined by ACI 318 D.1. 9 For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement in conforma�ce wiih ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary rein- forcement can be verified, the strength reduction factors associated with Condition A may be used. Hilll, Inc. (US) 1-800-879-8000 I www.us.hiRl.com I en espanol �-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 319 4.�.� 14WI�C �0�� XX�ai9SiOB'9 Wi'iC�iOi" Table 3- Stainiess Steel Kwik Bolt TZ Strength Design Information DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 Mchor Q.D, do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.� (15.9) (19.1) Effective min. in. 2 2 3-1/4 3-1/8 4 3-3l4 4-3/4 embedment� he� (mm) (51) (51) (83) (79) (102) (95) (121) Mln. memher thickness hmi� ��' 4 5 4 6 6 8 5 6 8 6 8 (mm) (102) (127j (102) (152) (152) (203) (12� (152) (203) (152) (203) Cri�caledge distance �zC in. 4-3/8 3-7/8 5-1/2 4-1/2 7-1/2 6 7 8-7/8 6 10 7 9 (mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229) in, 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 �a,m�n �mm) (64) 3) (54) (83) (60) (108) (102) Min.edgedistance in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 for s? (mm) (12� (146) (133) (140) (140) (254) (216) in. 2-1/4 2-718 2 2-3/4 23/8 5 4 Smin �mm) (5� (73) (51) (70) (60) � (12� (102) Min.anchorspacing In. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 far c >- (mm) (89) (114) (83) (105) (108) �241) (178) Min.hole depth in. 2-5/8 2-5/8 4 3-3/4 43/4 4-5/8 5-3/4 in concrete hD (mm) (6� (6� (102� (95) (121) (11 � (146j Min. specified f Ibinz 92000 92000 92000 76125 yield strength Y (N/mm2) (634) (634) (634) (525) Min. specified f I�n2 115000 115000 115000 101500 ult: strength ° (N/mm2). (793) (193) p93) (I00) Effectivetensile in2 0,052 0.101 0,162 0,237 stress area ASQ (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength 16 5980 11615 18630 24055 in tension Nsa (kM (26.6) (51.� (82.9) (107.0) Steel strength Ib 4870 6880 11835 20050 In shear �sa (kNj (21.7) (30.6) (52.� ($9•2) Steel strength in tension, NsaSe�s Ib NA 2'735 Nq Nq NA seismic2 �CM (i 2•21 Steel strength In shear, Iti 2825 6880 11835 14615 seismic2 �sase�s � �12 6� (30.6) (52.6) (65.0) Pullout sVength N ib 2630 � 5760 NA � 12040 uncrackedconcrete2 v",`"'�` (kM (11 � (25,6) (53.6) Pullout strength cracked N Ib 2340 3180 � � 5840 811 � NA concretez �'�" (kM (10.4) (14.1) (26.0) (36.1) Mchor category3 1 Effecliveness factor k��r uncracked concrete 24 Effectiveness factor k�, cracked concrete4 17 24 17 17 17 24 17 `I'c N= kuncr �kcr' 1.41 1.00 1,41 1.41 1.41 1.00 1.41 Strength reduciion factor � fortension, steel Q 75 failure modesfi Strength reducUon tactor ¢ for shear, steel 0.65 failure modese Strength reduction factor � for tension, 0.65 concrete failure modes, Condition B� Strength reductlon tactor � for shear, 0.70 concrete failure modes 1 See Fg. 1. 2 NA (not applicable) denotes that this value does not control for design. 3 See ACI 318 D.4.4. 4 See ACI 318 D.5.2.2. 5 See ACI 318 D.5.2.6. 6 The KB-TZ is a ductile steel element as defined by ACI 318 D.1. 7 For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reiniorcement in conformance with ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the, presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 320 Hiltl, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hittl (Canada) Corp. 1-800-363-4458 I www.hiki.ca I Product Technical Guide 2008 r +� tMectianical Anchormg;Systems; ;'P.ti�.'� � c E%,`t.`n'FX � • . — • � • -� . � . �. �. Figure 2— Interpolation of Minimum Edge Distance and Anchor Spacing Sdesian �desian '> hmin �a, min at S > Sdesign -----•-------•----......, Smin2t C> �design edge distance c Table 4— Mean Axial Stiffness Values (1000 Ib/in.} for Kwik Bolt TZ Carbon and Stainless Steel Anchors in Normal-Weight Concrete1 Concrete condition carbon steel KB-TZ, all diameters stainless steel KB-TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of applicatlon. Figure 3— Installation in Concrete over Metal Deck Floor Min. 5/8° Typical � - _- - N i'' d i _ � -i �'.: 0 0' : ___- L � " " C' V � � _ � _� ___ � � T � a _ ,�i 4';e== ' X , � � Min. 4-1/2° Min. 3000 psi Normal or Sand - Llghtweight Concrete ; �.;� �T=^_;€�a; Upper Flute (Valley) `�' I Min. 4-1/2° I I —=I �— Max.1 ° Offset Typical Minimum No. 20 Gauge Steel Deck Lower Flute (Ridge) Flilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hlltl (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 321 � , 4.3.4 1Cwiic �olt TZ Expansioro Anchor Allowable Stress Design • Design values for use with allowable stress design (working stress design) shall be established as follows: Rai�ay,y�= ad where Rd =� Rk represents the limiting design strength in tension (� N„ ) or shear (� V� ) as calculated according to ACI 318 D.4.1.1 and D.4.1.2 Table 5— The value of a shali be taken as follows: Reference for strength a reduction factors including seismic excluding seismic ACI318D.4.4 1.1 1.4 ACI318D.4.5 1.2 1.55 Table 6- Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Uncracked Concrete, Condition B(Ib)�.2,3,a Concrete Com ressive Stren th2 Nominal Embedment f'c=2500 si f'c=3000 si f'c=4000 si f'�=fi000 si Anchor Depth he� Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 2 1576 1576 1726 1726 1993 1993 2441 2441 1�2 3-1/4 2561 2674 2fi05 2930 3239 3383 3967 4143 5�8 3-1/8 3078 3078 3372 3372 3893 3893 4768 4768 4 4246 4457 4651 4883 5371 5638 6578 6905 3-3/4 3844 4046 4211 4432 4863 5118 5956 6268 3/4 4-3/4 4959 5590 5432 6124 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reducUon, Fa other cases, calculailon of Rd as per ACI 318-05 and conversion to ASD In zccortlance with lable b. 2 Values are for normal weight concrete, For sand-lightwelght concrete, multiply values by 0.85, For all-lightweight concrete, multiply values 6y 0.75. See ACI 318-�5 D.3.4. 3 Conditlon B applies �vhere supplementary relnforcement in conformance with ACI 318-OS D.4.4 is not provided, or where pullout or pryout strength governs. For cases where ihe presence of supplementary reinforcemer� can be verified, the strength reduction factors assoclated with Condition A may be used. 4 Allowahle static tension loads for 2,500 psi are calculated by multiprying the concrete breakout strength Nb by the strength reduction � factor of 0.65 and dlviding by an a of 1.4 accortling 10 fCC ESR-1917 Section 4,2. Nb Is calculated as per ACI 318-05 D.5,2.2. This load may be atljusted for other concrete strengths according to ICC ESR-1917 Section 4.1.3 by using The following equation. f' c Nb,f'c = Nb 2500 Table 7- Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Cracked Concrete, Condition B(Ib)�.2,3,a Concrete Com ressive Stren thz Nominal Embedment f'�=2500 si f'e=3000 si f'c=4U00 si f'�=6000 si Anchor Depth he} Car6on Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (n.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1054 1086 �155 1190 1333 1374 1633 1683 2 iii6 1476 1223 1617 1412 1868 1729 2287 1�2 3-1/4 2282 23'12 2500 2533 2886 2925 3535 3582 5/S 3-1/S 2180 2180 2388 2388 2758 2758 3377 3377 4 3157 2711 3458 2970 3994 3430 4891 4201 3-3/4 2866 3765 3139 4125 3625 4763 4440 5833 3/4 4-3/4 4085 4085 4475 4475 5168 5168 6329 6329 1 Values are for single anchors with no edge distance or spacing retlucuon. I-or omer czses, caiculation ot rtd as perau si a-u5 ana conversion to H�u in accoraance vnm iaoie o. 2 Values are for normal weight concrete. For sand-Iightwelght croncrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4. 3 Contlition B applles wrhere supplementary reinforcement in conformance wlth AGI 31 S-OS D.4.4 is not provided, or where pullout or pryout strength govems. For cases where the presence of supplementary relnfacement can be verified, the strength reductlon factors associated with Condition A may be used. 4 Allowable static tenslon loads for 2,500 psi are calculated by multlplying the pullout strength N�, by the strength reductlon � factor of 0.65 and dlvlding by an a of 1.4 according to ICC ESR-1917 Secbon 4.2. See Table 2 for NP�. This load may be adjusted for other concrete strengths according to ICC ESR-1917 Sectlon 4.1.3 by using the follo�ving equation. f' c Npn,cr,f'c = Npn,cr 2500 322 Hilti, Inc. (US) 1-800-879-800D I www.us.hllti.cam I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hlltl.ca I Product Technical Guide 2008 I�wi1c �oli 'iZ Expansion Anchc9r 4.3.�4 Tabie 8- Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (Ib)�.2 Nominal Allowable Steel Ca aci Static Shear Anchor Diameter. Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 3/4 7396 9309 1 Values are for single anchors with no edge tlistance or spacing reduction due to concrete failure. 2 Allowable static shear loads are calculatetl by muf[ipying V�, by ihe sVength reduction � tactor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1917 Sectlon 4.2. See Table 2 for Vsa Table 9- Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal-Weight Cracked Concrete, Condition B(Ib)��2.3,a Concrete Com ressive Stren thz Nominal Embedment f'c= 2500 si f'�= 3000 si f'c= 4000 si f'�= 6000 si Anchor Depth he} Carbon Stainless Carbon Stainless Carbon Stainless Car6on Stainless Diameter (in.) Steel Steel Steel Steel 5teel Steel Sieel Steel 3/8 2 1006 1037 1102 1136 1273 1312 �559 1607 2 1065 1212 1167 1328 1348 1533 i651 1878 1�2 3-1/4 2178 2207 2386 2418 2755 2792 3375 3419 3-1/8 2081 2081 2280 2280 2632 2632 3224 3224 5�8 4 3014 2588 3301 2835 3812 3274 4669 4Q10 3-3/4 2736 3594 2997 3937 3460 4546 4238 5568 3/4 4-3/4 3900 3900 4272 4272 4933 4933 6042 6042 1 Values are for single anchors wtth no edge dlstance or spacing reduction. For other cases, calculation of Hd as perAGl 318-Ub antl conversion to n5u in accoraance wim iaoie o. 2 Values are for normal welght concrete. For sand-lightwelght concrete, multiply values by 0.65. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4. 3 Conditlon 8 applies where supplementary reinforcement in conformance wilh ACI 318-05 D.4,4 is not provitled, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allrnvable seismic tension loads for 2,500 psi are calculated by multiplying the pullout strength NP� by the sirength reduction � factor of 0.65, then multiprying by a 0.75 factor describe In ACI 318-05 D.3.3.3, and divlding by an a of 1.1 according to ICC ESR-1917 Section 4.2. See Table 2 for NF,,, Thls load may be adjustetl for other concrete strengths according to ICC ESR-1917 Section 4.1.3 by using the following equation. f'C Npn,cr,f'c = Npn,cr 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (Ib)1�2 Nominal Allowable Steel Ca aci Seismic Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are tor single ancnors wrtn no eage oistance or spacing reaucnon due to concrete faliure. 2 Nlowable seismlc shear loads are calculated by multiplying Va, sei5 by the strength reduction � factor of 0.65, lhen multiply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR-1917 Section 4.2, 5ee Ta61e 2 for Vsa Se� • Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hllti (Canada) Corp. 1-800363-4458 I www.hiiti.ca I Product Technical Guide 2008 323 4.3.4 I�Cwik �olt iZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck Slab�,2.3 Nominal Embedment Tensio� Tension Shear Shear Anchor Depth h0� Seismic non-Seismic Seismic non-Seismic Diameter (in.) {Ib)4 (Ib)5 (Ib)4 (Ib)5 3/8 2 709 743 944 989 1/2 2 709 743 1330 1393 1/2 3-1/4 1272 1333 2192 2296 5/8 3-1/8 971 1017 2039 2136 5/8 4 2255 2362 2677 2804 1 Puliout strength values N�,,e� are for anchors installed in Ilghtweight concrete having a minimum 2,500 psi compressive sVength at the time of ins[allation. See Table 3 ESR-1917. The values listed In Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive sVength. The pullout strength may be adJusted for other Ilghtweight concrete compressive sUengths accading to ICC ESR-1917 Section 4.1.3 using the foilowing equatbn: f'C Npn,deck,f'c = Npn,deck 25�0 (Ib, pSl� 2 Minimum anchor spacing along the flute shall be the greater of 3.0 hef or 1,5 tlmes the flute width In accordance with ICC ESR-1917 Section 4,1.3. 3 Mchors in the lower flute may be Installed with a maximum 1-Inch offset in either direction. See Figure 5 in E5R-1917. 4 Allowable seismic tensbn and shear loads are calculated by multlplying Non,,�k and V�, d� by the strength reduction � factar of 0.65, the seismic reduction � factor oi 0.75 accortling to ACI 318 D3.3.3, and ihen divided by an a of 1.1 according to ICC E5R-1917 Section 4.2. 5 Ailowable non-seismic tension and shear loads are calculated by multipl�ng N�,,de� and VS�,�� by the strength reduction � factor of 0.65 and divlding by an a of 1.4 according to ICC ESR-1917 Section 4.2. Table 12 — Kwik Bolt TZ Length Identification System Length ID marking A B C D E F G H I J K L M N 0 P Q R S T U V W on bolt head Length of from 1�/, 2 2Vz 3 3�/z 4 4�/z 5 5�/z 6 6�/z 7 7�/z 8 8�/z 9 9�/: 10 11 12 13 14 15 anchor, Up to but eanch U�.) not 2 2Vz 3 3�/z 4 4�/z 5 5�/x 6 6�/z 7 7�/z 8 81/z 9 9�/z 10 11 12 13 14 15 16 including Figure 4— Bolt Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment 324 Hilti, Inc. (US) 1-800-879-8006 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 7-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 Kwilc �olt "�Z Expansion Anchor 4.3.4 4.3.4.4 bCwik �o9t TZ Anct�or Installation Instructions into normal-weight and lightweight concrete 2. Clean hole. Hilti, Inc. (US) 1-800-B79-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hiiti.ca I Producf Technical Guide 2008 325 1. Hammer drill a hole to the same nominal tliameter as the Kwik Bolt TZ. The hole depth must exceed the anchor embedment by at least 1/4 inch. The fixture may be used as a drilling template to ensure proper anchor location. 4. Tighten the nut to fhe recommended installation torque. 3. Drive the Kwik Bolt TZ into the hole using a hammer. The anchor must be tlriven until at least 4 threads are below the surface of the fixture. 4.3.4 iCwi�c �ol� 'rZ Expansion Anchoa- 4.3.4.5 l4wi�c Bolt 'TZ Anchor Orclerinc� information Item No. Description Length (in.) Thread Length (in.) Box Quantity 387509 KB-TZ 3/Bx3 3 7/8 50 387510 KB-TZ 3/Bx3-3/4 3-3/4 1-5/8 50 387511 KB-TZ 3/Bx5 5 2-7/8 50 387512 KB-TZ 1/2x3-3/4 3-3/4 1-5/8 20 387513 KB-TZ 1/2x4-1l2 4-1/2 2-3/S 20 387514 KB-1Z 1/2x5-1/2 5-1/2 3-3/8 20 387515 KB-TZ 1/2x7 7 4-7/8 20 387516 KB-TZ 5/Bx4-3/4 4-3/4 1-1/2 15 387517 KB-TZ 5/8x6 6 2-3/4 15 387518 KB-TZ 5/Sx8-1/2 8-1/2 5-114 15 387519 KB-TZ 5/8x10 10 6-3/4 15 387520 KB-TZ 3/4x5-1/2 5 1/2 1-1/2 10 387521 KB-TL 3/4x8 8 4 10 387522 KB-TZ 3/4x10 10 6 10 387523 387524 387525 387526 387527 387528 387529 387530 387531 387532 387533 387534 387535 387536 411727 411731 411733 411734 �11736 411737 411739 411740 411741 KB-TZ SS304 3/8x3 KB-TZ SS304 3/8x3-3/4 KB-TZ SS304 3/Sx5 KB-TZ SS304 1/2x3-3/4 KB-TZ SS304 1/2x4-1/2 KB-TZ SS304 1/2x5-1/2 KB-TZ SS304 1/2x7 KB-1Z SS304 5/8x4-3/4 KB-TZ SS304 5/8x6 KB-TZ SS304 5/8x8-1/2 KB-TZ SS304 5/8x10 KB-TZ SS304 3/4x5-1/2 KB-TZ SS304 3/4x8 KB-TZ SS304 3/4x10 KB-TZ SS316 3/8x3 KB-TZ SS316 3/8x3-3/4 KB-TZ SS316 1/2x3-3/4 KB-1Z SS316 1/2x4-1/2 KB-TZ SS316 1/2x5-1/2 KB-TZ SS316 5/8x4-3/4 KB-TZ SS316 5/8x6 K8-TZ SS316 3/4x5-1/2 KB-TZ SS316 3/4x10 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/2 10 5-1/2 8 10 3 3-3/4 3-3/4 4-1/2 5-1 /2 4-3/4 6 5-1 /2 10 7/8 1-5/B 2-7/8 1-5/B 2-3/8 3-3/B 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 4 6 7/8 1-5/8 1-5/8 2-3/8 3-3/8 1-1/2 2-3/4 1-1/2 6 50 50 50 20 20 20 20 15 15 15 15 10 10 10 50 50 20 20 20 15 15 10 10 326 HiRi, Inc. (US) 1-800-879-B000 I www.us.hilti.com I en espanol 1-800-679-5000 I HiRi (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2006 Kwiic �ol� '�� cpansion A�chor 4.3.4 4.3.4.6 I�wiic �olt 7'Z Anchor Samp�e Calculations Given: (2)1/2 in. KB-TZ anchors under static terision load as shown. hef = 3.25 in. Normal wt. concrete, f'� = 3,000 psi No supplementary reinforcing. Assume uncracked concrete. Condition B per ACI 318-05 D.4.4(c) Calculate the allowable tension loatl for this configuration. Calculation per ACI 318-05 Appendix D and ICC ESR-1917. Step 1. Calculate steel strength of anchor in tension: cp N� _�n "Nsa = 0.75 ` 2' 10,706 =16,059 Ib Step 2. Calculate concrete 6reakout strength of anchor in tension. See ESR-1917 for edge factor Y�cP,N • N��9 A Nco (��,N ) ��ed,N,c,N � ��cP,N) Nb Step 2a. Verify minimum member thickness, spacing and edge tlistance: 2,3�5, 5.75 h 6 III. <_ 6 I�. .•. Ok Smin mir� _ �mrn = 4 I�. > 3.5 i�. .'. Sm��, defaults to 2.375 in. 2.s�5 controis 3.5, 2.375 6 in. > 2.375 in. .•. ok 0.875 Cmin Step 2b. Check:l.5hef =(1.5 )(3.25) = 4.88 in. > c 3.Ohef =(3) (3.25) = 9.75 in. > s Step 2c, Calculate Ah� and AN� for the anchorage: A,y�o = 9hef 2=(9) (3.25)z = 95.1 in z ANc = �1.5) �hef+ �) �3) �het + s) _ [(1.5) {3.25) + 4] [(3 x 3.25) + 6] = 139.8 irt2 < 2ANco .•. ok Step 2d. Calculate � Q�,N : eN' = 0, �ec,N =1 Step 2e. Calculate Nb : No = kc� f'c (her)'' = 17 3000 (3.25)'' = 5,456 Ib Step 2f. Calculate modification factor for edge distance: �ed,N = 0.7 + 0.3 �1 5) (3.25) - 0.95 Step 2g. ��,N = 1.4 (uncracked concrete) Step 2h. Calculate modification factor for splitting: � a_min > 1•5hef cheCk: 4= 0.53 : 1'�� = 0.65 � 0.53 < 0.65 .' 1'She1 Controls ��,N = C ac � ac 7.5 7.5 � � ac Step 2i. Calculate N�b9: N�c9 - (139.8 \ (1� (0.95) (1.4) (5,456) (0.6� = 6,983 Ib ` 95,1 � Step 3, Check pullout strength: See ESR-1917 for adjustment for concrete strength . : Npn,f'c �� = 2[Npn, uncr f�� ]= 2 f(5,515) 3000 1= 12,082 Ib 2500 � 2500 � Step 4. Controlling strength: � NCeg =(0.65) (6,983) = 4,539 Ib < c� N� .'. � N�h9 CorlVols Step 5. Convert value to ASD: T�io„, = 15q 9= 3,242 Ib � / > 8• qN: 1.5ne� �3- - -- � s_6�� = -Q� --;. --- - 1.5hef ].5het : I c-4° Code Ref. Reference D.5.1,2 D.4.4 Table 2 D.5.2.1 ESR-1917 4,1.2 D.8 Tabie 2 Fig. 2 D.5.2.1 Table 2 D.5,2.1 Table 2 D.5.2.4 D.5.2.2 Table 2 D,5.2.5 Table 2 D.5.2.6 Table 2 D.5.2.7 Table 2 D.5.2.1 Table 2 D.5.3.2 Table 2 ESR-1917 4.1.6 D.4.4(c) Table 2 - I Table 5 Hilti, Inc. (US) 1-800-879-8000 I www.us.hiRi.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 327 PAYMENT TERMS: Net 30 days from date of invoice. 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(US)1-800-679-8000 I www.us.h�tU.cam I en espanol 1-800-879-5000 I Hilti (Canada) Corp. i-800-363-4458 I www.ca.hilti.com I Product Technical Guide 2008 � sTuo w�:o� NELSON STUD WELDING SPECIFICATION.� D2L Deformed Bar Anchors (DBA) Nelson deformed bar anchors deliver full tension capacity when embedded according to code iequirements and provide specified shear strength when embedded at proper edge distances arid spacing between bars Nelson deformed bar anchors are used for deep embedment anchors in such applications as precast columns, tee and beam connections, seismic shear walls and securing steel plates to concrete structures. Nelson deformed bars,ineet requirements of the following codes and are also USi�IRGapproyed: `✓Cl�ecl; Standard 5tocl� D2L AWS D1.1 Structural Welding Code — Steel o , � ASTM A= 496 Steel Wire; Deformed, For Concrete Reinforcement o.�engtn o - o ACI-318 Building Code Requirements for Structural Concrete ` o p Precast/Prestresssed:Concrete Institute Design Handbook" ° a o , _ , ,_ ' o 0 Canadian Standards Association : o International Building Code Section 19 0 0 See ICBO Evaluation Report ER-5217 � _ For similar function studs, see Nelson B4L Reinforcing Standoff Support studs, H4L Headed Coricrete Anchors, J2L "J" Bolt studs, and S3L Shear Connectors. When ordering, specify Tvpe, Diameter, Before Weld Leneth, Material, uanti , and Parf Number E.rant le: D2L 1/2 x 18-1/8"; vlild Stee1; 5000 ieces; #101064765 - Stud Burn Recommended Standard Accessories Diameter Off � ` - Chuck I Grip I Ferrule I � Foot _ 318 0.125 500001011 501003009 100101099 502002001' 10 mm ' 3 mm , ., ; 1!2 0.125 ' ;; , ,.. . ,;... 13;mm. . 3 mm.' 500001014 501003010 10010114 . 502002002' _ ....: , 5/8 '' 0.187 16:mm : 4 mm :�00001016 501003014' 10010187 '�502002002' ' 3/4"•,.. 0.187 500001018 :501003019 10010152 502002009 19 mm 4 mm * Feet 502002001 and 502002002 are used'with Nelson's heavy duty gun.;i Feet 502002045 and 502002046 is used �vith.Nelson's standazd dury,gun`: Nelson deformed bar anchors are also available on special order bent to the followmg shapes;' The:ininunum bend diameter on the standard hooks shown is 6 x Bar Diameter and on 135° tie hooks 4 x Bar Diameter except for 3/4" bar which should be 6 x Bar Diameter. See ACI-318 Co apter - Details of Reinforcement foi additional requirements. � D b� D-s D "� ANCIE BENU DOUBLE BEND SINGLE AEND J HOUK vIATERIALS: Studs are available in Low Carbon Mild Steel and Stainless Steel, For specific. grade information and physical and chemical properties, and conforming standards, please see General Material Specifications. Certified Material Test Reports (CMTR) and Certificates of Compliance (COC) are available and must be requested at time of order. For special ferrules and grips used in welding at an angle to plate, welding to angles, and welding to a vertical base plate, see the Special Applications section of the Ferrule Specifications. FLUX: All Nelson deformed bar anchors have a solid flux load. Visit our website Www.NelsonStud�Velding.com for a list of our standard stock products. Nelson Stud Welding, Inc. PH 1-S00-NEL-WELD E-mail: Nelson.sales@NelsonStud.com 7900 West Ridge Road 1-800-635-9353 Elyria, Ohio 44035 I/04 _ 4.3.2 FISL-3 Heavy Duty Expansion Anchor 4.3.2.1 Product Description ,C&�$.2.y HSL-3 Prociuct Description 4.3.2.2 Material Specifications 4.32.3 Technical Data 4.3.2.4 Installation Instructions 4.3.2.5 Ordering Information Bolt _ Washer Minimum Embedment Mark Spacer Sleeve Plastic — collapsible section with anchor rotation prevention Expansion — Sleeve �.��.: � HSL-3 Heavy Duty Expansion Anchor � — -- . - HSL-3-G Heavy Duty Expansion Anchor with Threaded Rod Maximum fastened Metric� ckne�(mm) HSL-3-G M 12/25 Heavy dut�blank boit �etric thread Expansion G stud size (mm); not Anchor B torque cap hole diameter The Hilti HSL-3 Heavy Duty Expansion Anchor is a torque-controlled expansion bolt designed for high pertormance in static and dynamic application including the tension zone of concrete structures where cracking can be expected. HSL- 3 anchors are available in metric sizes from MS to M24. With a variety of head configurations, including bolt, stud and torque cap. All versions are available in zinc-plated carbon steel. ��+, - _ � HSL-3-8 Heavy Duty Expansion Anchor with Torque Cap Red Setting Indicator � o,, Three accurately sized shear pins are provided in — the red indicator cap. As — the required installation torque (f�,s� is reached the red indicator cap shears off. A green seal on the bolt head appears which indicates that the anchor has been set properly. Example: HSL-3-G M12/25 This is an HSL-3 stud anchor. The thread size is 12 mm and this anchor can attach up to a 25 mm thick plate • Force-controlled expansion which allows for follow-up expansion • Reliable clamping of part fastened to overcome gaps • Suitable for dynamic loading, including seismic, fatigue and shock • No spinning of the anchor in hole when tightening bolt.or nut • Seismic qualification per ICC-ES AC193 and the requirements of ACI 318-05 Appendix D Guide Specifications Listings/Approvals ICC-ES Qntemational Code Counci� ESR-1545 European Technical Approval (ETA) ETA-02/0042 Qualified under NQA-1 Nuclear Qualiry Product Features • Approved for use in the concrete tension zone (cracked concrete) • Data for use with the Strength Design provisions of ACI 318-05 Appendix D and ACI 349-01 Appendix B • Allowable Stress Design data for use with ASD • High load capacity Expansion Anchors: Carbon steel anchor consists of hex head bolt (threaded stud), sleeve, expansion sleeve, expansion cone, collapsible plastic sleeve, (nut) and washer. Anchors shall be torque controlled expansion bolt as manufactured by Hilti. � . - 4.3.2.2 Nlaterial Specifications Building Code Compliance IBC� 2006 IRC 2006 UBC 1997 Carbon Steel Bolt or Threaded Rod for HSL-3 (Bolt), HSL-3 (Stud) and HSL-3-B conform to DIN EN ISO 898-1, Grade 8.8, fY > 93 ksi, f„ > 116 ksi Carbon Steel Nut conforms to DIN 934, Grade 8, f� > 116 ksi Carbon Steel Washer conforms to DIN 1544, Grade St37, f„ > 100 ksi Carbon Steel Expansion Cone conforms to DIN 1654-4, f� > 80 ksi Carbon Steel Expansion Sleeve (MS-M16) conforms to DIN 10139 and (M20-M24) conforms to DIN 2393-2 Carbon Steel Spacing Sleeve conforms to DIN 2393 T1, f„ > 100 ksi Collapsible Sleeve Is made from acetal polyoxymethylene (POM) resin 304 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com 1 en espanol 1-800-879-5000 I Hilti (Canadaj Corp. 1-800-363-4458 I www.hlkl.ca I Product Technlcal Guide 2008 I Cone . ; Y 2 `. �" 4'rft� ,i. . .. :.-.� .8.� T : Mecharncal Anohonng�Syst�em� i � � �� •, � • � � •� � � i 4.3.2.3 Yechnical Data Table 1 — HSL-3 Specifications Details HSL-3 Anchor Thread Diameter (mm) MS M10 M12 M16 M20 M24 nominal drill bit diameter� d�i mm 12 15 18 24 28 32 Hitti matched-tolerance TE-CX 12/22 TE-CX 15/27 TE-C 18/22 TE-C-T 24/27 TE-C-T 28i27 TE-YX 32/37 carbide-tippetl drili bit TE-YX 12/35 TE-YX 15/35 TE-YX 18/32 TE-YX 24/32 TE-YX 28/32 minimum base material thickness mm 110 (120) 120 (140) 135 (160) 160 (200) 190 (250) 225 (300) to obtain smallest critical edge distance hm0 (n.) 4 3/8 (4-3/4) 4 3/4 (5-1/2) 5 3/8 (61/4) 61l4 (7-7/8) 71/2 (9-7/8) 8 7/8 (11 _7/8) minimum hole depth ho mm 80 90 105 125 155 180 pn.) (3-1/8) (3-1/2) (4-1/8) (4-7/8) (6-1l8) (7-1/S) effective embedment depth hef,Mn mm 60 70 SO 100 125 150 (n.) (2-3/8) (2-3%4) (3-1/8) (3-7/8) (4-7/8) (5-7/8) minimum clearance hole diameter dh mm 14 17 20 26 31 35 inpartbeingfastened (n.) (9/16) (11/16} (13/16) (1) (1-1/4) (1-3/B) max. cumulative gap 6etween part(s) - mm 4 5 8 9 12 16 being fastened and concrete surface (n.) (1/8) (3/16) (5/16) (3/8) (1/2) (5/8) maximum thickness of part fastened r mm 20 40 20 40 25 50 25 50 30 60 30 60 HSL-3, HSL3-B (n.) (3/4) (1-1/2) (3/4) (1-1/2) (1) l2) (1) (2) (1-1/8) (2-1/4) (1-1/8) (2-1/4) overall length of anchor mm 98 118 110 130 131 156 153 178 183 213 205 235 HSL-3, HSL-3-B fn.) (3-7/8) (4-5/8) (4-3/8) (51/8) (5-1l8) (61/8) (6) (� (7-1/4) (83/8) (8) (9-1/4) maximum thickness of part fastened t mm 20 20 25 50 25 50 30 60 HSL-3-G (n.} (3/4) (3/4) (1) (2) (1) (2) (1-1/8) (2-1/4) overall length of anchor mm 102 115 139 164 163 188 190 220 HSL-3-G Qn.) (4) (4-1/2) (5-1/2) (6-3/8) (63/8) (7-3/8) (7-1l2) (8-3/4) washer diameter dv mm 20 25 30 40 45 50 (in.) (3/4) (1) (1-1/8) (1-9/16) (1-3/4) (2) Installatlon torque HSL-3 Nm 25 50 80 120 200 250 T"�� (ft-Ib) (18) (3� (59) (89) (148) (185) installation torque HSL-3-G Nm 20 35 60 80 160 T"�� (ft-Ib) (15) (26) (44) (59) (118) wrench s¢e HSL-3,HSL-3-G - mm 13 17 19 24 30 36 wrench slze HSL-3-B - mm 24 30 36 41 I Use metric bits anly. � � Hlltl, Inc. (US) 1-800-879-80D0 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 305 4.3.2 HSL-3 Heavy Duty Expansion �4nchor Table 2- HSL-3 Strength Design Information oesign parameter Symbol Units Nominai anchor diameter M8 M10 M12 Mi6 M20 M24 Anchor O.D. do mm 12 15 18 24 28 32 In. D.47 0.59 0,71 0.94 1.10 1.26 Effective min. embedment depth� �e(min mm 60 70 80 100 125 150 in. 2,36 2,76 3.15 3.94 4.92 5.91 Anchor categoryt 1,2 or 3 - 1 1 1 1 � 1 SUength reduction factor for tension, steel failure modes3 � - 0.75 Strength reduction factor for shear, steel fallure motles3 � - 0.65 Strength reductlonfactorfortension, Cond.A 0.75 concrete fallure mades3 � Cond,6 0.65 Strength reductlon factor for shear, Cond.A OJ5 concrele failure modes3 � Cond.B 0.70 Yeld sVength of anchor steel f Ib/in2 92,800 Ultimate sVength of anchor steel f,� Ib/Inz 116,000 Tensile sVess area ASe inz 0.057 0.090 0.131 0.243 0.380 0.547 Steel slrength in tension N�a ib 6,612 10,440 15,196 28,188 44,080 63,452 Effectiveness factor uncracked concrete kuncr - 24 24 24 24 24 24 Effectiveness fzctor cracked concrete4 k�, - 17 24 24 24 24 24 �4 ncr�cr5 Y'c N - 1•41 1.00 1.00 1.00 1.00 1.00 Pullout strength uncracked concretes N �,M« Ib 4,204 - - - - - Pullout strength cracked concretes Np� �� Ib 2,810 4,496 - - - - Steel sirength In shear HSL-3,-B Vsa Ib 7,239 10,229 14,725 26,707 39,521 45,951 Steel strength in shear HSL-3-G Vsa Ib 6,070 8,385 12,162 22,683 33,159 Tension pullout strength seismic� ^�pn,seisrNc Ib - - - - - 14,320 Steel strength in shear, seismic� Ib 4,609 8,453 11,892 24,796 29,135 38,173 HSL-3,-B,-SH,-SK Steel strength in shear, seismic� �sa,seism:c HSL-3-G Ib 3,777 6,924 9,824 21,065 24,459 uncracked �� 300 Axial stiffness in service corrcrete load range8 cracked 1000 Ibin. concrete �� 30 70 130 130 130 130 1 See table 1. 2 See ACI 318-05 Section D.4.4. 3 Far use with the lozd combinations of ACI 318-05 Section 9.2. Condition A applies where ihe potential concrete tallure surfaces are crossed by suppiementary reinforcem2nt proportioned to tie the potential concrete fallure pnsm Into the sVuctural mem6ec Condi[ion B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength govems. 4 See ACI 318-05 Section D.5.2.2. 5 See ACI 318-05 Section D.5.2.6. 6 See Sectlon 4.1.3 of ICC ESR-1546. 7 See Sectlon 4.1,6 of ICC ESR-1546. 8 Minimum axial stiffness values, ma�timum values may be 3 times larger due to high strength concrete. 306 Hilll, Inc. (US) 1-B00-879-8000 I www.us.hllti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technlcal Gulde 2008 MechanicalpAnchoring� Systems _ .t�e; � .-�� . • � • (, : �. i, Table 3— Edge Distance, Spacing and Member Thickness Requirements�,2 Case3 Dimensional parameter Symboi Units Nominal anchor diameter M8 M10 M12 M16 M20 M24 in. 4-3/4 5-1/2 6-1/4 7-7/8 9-7/8 11-7/8 A Minimum concrete thickness hmin,A (mm) (120) (140) (160) (200) (250) (300) in. 4-3/8 4-3/8 4-3/4 5-7/8 8-7/8 8-7/8 A Critical edge distance2 c��A �mm) (110) (110) (120) (150) (225) (225) in. 2-3/8 2-3/4 3-1/2 4-3/4 5 5-7/8 A Minimum edge dlstance� CmIn,AA �mm) (60) QO) (90) (120) (125) (� 50) in. 5-1/2 9-1/2 11 12-5/8 13-3/4 11-7/8 A Minimum anchor spacing3 Smi�� mm) (140) (240) (280) (320) (350) (300) in, 3-3/8 5 6-1/8 7-7/8 8-1/4 8-1/4 A Minimum edge distance3 Cm��,pg �mm) (85) (125) (15� (200) (210) (210) in. 2-3/8 2-3/4 3-118 4 5 5-7/8 A Minimum anchor spacing3 sR�„� �mm) (60) (70) (80) (100) (125) (150) In. 4-3/8 4-3/4 5-3/8 6-1/4 7-1/2 8-7/8 B Minimum concrete thi�kness hmin,B (mm) (110) (120) (135) (160) (190) (225) In. 5-7/8 6-7/8 7-7/8 9-7l8 12-3/8 14-3/4 B Critical edge distancez c�,e (mm) (150) (175) (200) (250) (312.5) (375) in. 2-3/8 3-1/2 4-3/8 6-1/4 7-7/8 8-7/8 B Minimum edge distance3 Cmin,ea �mm) (60) (90) (110) (160) (200) (225) in. 7 10-1/4 12-5/B 15 15-3/4 15 B Minimum anchor spacing3 Smi�,gq �mm) (180) (260) (320) (380) (400) (380) in, 4 6-1l4 7-718 10-5/8 11-7/8 12-5/8 B Minimum edge distance3 Cm��,ge �mm) (100) (160) (200) (270) (300) (320) in. 2-3/8 2-3/4 3-1/8 4 5 5-7/B B Minimum anchor spacing3 sm;�,� (mm) (60) (70) (80J (100) (125) (150) 1 In lieu of ACI 318 D.3.3. minimum edge distance, spacing and member thickness shall comply wfth ESR-1545 Table 4. 2 The concrete breakout strength calculated according to AC! 318 D.5.2, shall be further mul6plled by �eau• See ESR-1545 Section 4.1.2. 3 Denotes admisslble combinations of hm;�, ca, c�;�, and smh. For example, hminA + �minA4 + Smin,�A a hminA + C�;,p + Cm��,qp + S��,pg 8f0 3dOlISSlblB, but hminA + �ccB + �minAO + Smin,88 IS fIOI. HOWBVef, other admissible combinations for minimum edge distance cm� and spacing sm;n for hmin,a or hmy,,B may be derived by linear interpolation behveen bountlary values (see example for hm;�A below). Example of allowable interpolation of minimum edge distance and minimum spacing Sdeslgn �design oi � hmin, AA a �mIn,PA, SmIn,AA N h Sdeslgn '-'•--•--•--------------� CmIn,AB� SmIn,AB �deslgn edge distance Hllti, Ine. (US) 1-800-879-8000 I vnvw.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-80D-363-4458 I www.hllti.ca I Product Technlcal Guide 2008 307 _. 4.3.2 6-ISL-3 6-9ea�r�/ Du$y �xpansior� Anchor Table 4- HSL-3 Allowable Static Tension (ASD), Normal Weight Uncracked Concrete (Ib)��3,a Concrete Com resstve Stren th2 Nominal Embedment ►'� = 2000 st f'� = 3000 i /'c =� I f'c =� si Anchor Uepih hef Conditian Condition Gondition CandiUon Candftion Conditian Candition Conditlon Oiameter mm Qn.) A B A B A B A B M8 60 2,36 1,746 1,746 2,139 2,139 2,470 2,470 3,025 3,025 M10 70 2.76 2,631 2,280 3,222 2,792 3,720 3,224 4,556 3,949 M12 80 3.15 3,214 2,785 3,936 3,411 4,545 3,939 5,567 4,825 M16 100 3.94 4,492 3,893 5,501 4,768 6,352 5,505 7,780 6,743 M20 125 4.92 6,277 5,440 7,688 6,663 8,877 7,694 10,873 9,423 M24 150 5.91 8,252 7,152 10,106 8,759 11,670 10,114 14,292 12,387 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, see ESR-1545 Section 4.2 Eq. 5. 2 Values are for normal weight concrete. For sand-light��eight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See ACI 318-05 5ectlon D.3.4. 3 Condition A applies v�here the potential concrete failure surfaces are crossetl by supplementary reiniorcement proportioned to tle the potential concrete failure prism into the struc- tural member. Condition B applies where such supplementary relnforcement is not provitled, or where pullout or pryout strength governs. 4 Allowable static tension loads for 2,500 psl are calculated by multiplying the concrete breakout strength Ne by the strength reduction � factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1545 Section 4.2. Ne is calculated as perACl 318-05 D.5.2.2. This load may be adJusted for other concrete strengths according to ICC ESR-1545 SecUon 4,1,3 by using the following equation. f' c Nb,f'c = Ne 2500 Table 5- HSL-3 Allowable Static Tension (ASD), Normal Weight Cracked Concrete {Ib)�,3.4 Concrete Compressive Stren th2 Nominal Embedment /'c=2000 si f'c=3000 si /'c=4000 si f'c=6000 si Anchor Depth hef Condition Conditian Condition Condition Condition Candition Condition Condition Oiameter mm (n.) A B A B A B A B M8 60 2.36 1,167 1,167 1,429 1,429 1,650 1,650 2,021 2,021 PA10 70 2.76 1,867 1,867 2,286 2,286 2,640 2,640 3,233 3,233 M12 80 3.15 3,214 2,785 3,936 3,411 4,545 3,939 5,567 4,825 M16 100 3.94 4,492 3,893 5,501 4,768 6,352 5,505 7,780 6,743 M20 125 4.92 6,277 5,440 7,688 6,663 8,877 7,694 10,873 9,423 M24 150 5.91 8,252 7,152 10,106 8,759 11,670 10,114 14,292 12,387 1 Values are for single anchors wilh no edge distance or spacing reduction. For other cases, see ESR:1545 Section 4.2 Eq. 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85, For all-Ilghhveight concrete, multiply values by 0.75. See ACI 318-05 Section D.3.4. 3 Condition A applies where the potentlal concrete failure surfaces are crossetl by supplementary relnforcement proportionetl to tie the potential concrete failure prism into the struc- tural member. Condftion B applies where such supplementary reinforcement is not provided, or where pullout or pryout strenglh governs. 4 Allowable static tension loads for 2,500 psi are calculated by multipl�ng the pullout strength NP� by the strength reduction � factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1545 Section A,2. 5ee Table 2 for NP�. This load may be adjusted for other concrete strengths according to ICC ESR-1545 Section 4.1,3 by using the following equation. f'C Npn,cr,f'c = Npn,cr 2500 Table 6- HSL-3 Allowable Static Shear (ASD), Steel (Ib)1,2 Nominal Allowable Steei Ca acl Shear Anchor Diameter HSl-3, HSL-3-B HSL-3-G MS 3,361 2,818 M10 4,749 3,893 M12 6,837 5,647 M16 12,400 10,531 M20 18,349 15,395 M24 21,334 1 Values are for single anchors with no edge distance or spacing reduction due to concrete fallure. 2 Allowable static shear loads are calculated by muttiplying VS, by the strength reductlon � factor of 0.65 and dividing by an a of 1.4 according to ICC ESR- 1545 Section 4.2. See Table 2 for V� . 308 Hliti, Inc. (US) t-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technlcal Guide 2008 i � _ - I _ . . . _ � , -- , �a��-� 0-aea� �u� ��ansaon �nc�or �.�.2 f � Table 7- HSL-3 Allowable Seismic Tension (ASD), Normal Weight Cracked Concrete (Ib)�,3,a Concrete Com ressive Stren thz Nominal Embedment f'c = 200U Psl /'� = 3000 i f'� = 4000 si i'� = 6000 sf Anchor Depth h� Condition Condition Condition Condition Conditlon Condition Conditlon Conditlon Oiameter mm Qn.) A B A B A B A B MS 60 2.36 1,114 1,114 1,364 1,364 1,575 1,575 1,929 1,929 M10 70 2.76 1,782 1,782 2,182 2,182 2,520 2,520 3,086 3,086 M12 80 3.15 3,068 2,659 3,757 3,256 4,339 3,760 5,314 4,605 M16 100 3.94 4,288 3,716 5,251 4,551 6,063 5,255 7,426 6,436 M20 125 4.92 5,992 5,193 7,339 6,360 8,474 7,344 10,378 8,995 M24 150 5.91 6,550 5,676 8,022 6,952 9,263 8,028 11,344 9,832 1 Values are for single anchors Nrith no edge distance a spacing reductlon. hor otner cases, see t5H-1545 Section 4.z tq. b. 2 Values are for normal weight wncrete. For sand-Iightweight concrete; muitipy values by 0.85. For all-ligh�r�eight concrete, multiply values by 0.75. See ACI 318-OS Section D,3.4. 3 Conditlon A applies where the potentlal concrete failure surfaces are crossed by supplementary relnforcement proportioned to tie the potential cancrete fallure prism Into the structural member. Contlition B applies where such supplementary relnforcement Is not provided, or where pullout or pryout strength governs. 4 AIIoNrable seismic tension loads for 2,500 psi are calculated by multiplying the pullout sVength NP„ by the sVength reduction � factor af 0.65, then multiplying by a 0.75 factor describe in ACI 318-05 D.3.3.3, and dividing by an a of 1,1 according to ICC ESR-1545 Section 4.2. See Table 2 for NP�. This load may be adjusted for other concrete strengths according to ICC ESR-1545 Sectlon 4.1.3 by using the following equaiion, f'C Npn,cr,f'c = Npn,cr 2500 Table 8- HSL-3 Allowable Seismic Shear (ASD), Steei (Ib)i,2 Nominal Aliowable Steel Ca aci Shear Anchor Diameter HSL-3,HSL-3-B HSL-3-G M8 2,043 1,674 M10 3,746 3,069 M12 5,270 4,354 M16 10,989 9,336 M20 12,912 10,840 M24 16,918 1 Values ere for single anchors with no edge distance or spacing reductlon due to concrete failure. 2 Allowable selsmic shear loads are calculated by multiplying Vsa,se;s by the strength reduction � factor of 0.65, then mulBply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR-1545 Section 42. See Tabie 2 for Vsa.se;s • Hilti, Inc. (USj 1-800-879-8000 I tvww.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 309 4.3.2 1-IS1.-3 1-leavy Du�y Exparrsion Anchor 4.3.2.4 HSL-3 Installation Ir�structions 3. Using a hammer, tap the anchor through the part being fastened into the drilled hole until the washer is in contact with the fastened part. Do not expand anchor by hand prior to instailation. 4.3.2.5 Ordering Inforrnation � •;? ;+ ��. - � � �il�ei�:�,�allk;iil�ei�Af`. � HSL-3 Bolt Version Item No. Description Box Qty 371775 HSL-3 M S/20 40 371776 HSL-3 M 8/40 40 371778 HSL-3 M 10/20 20 371779 HSL-3 M 10/40 20 371781 HSL-3 M 12/25 20 371782 HSL-3 M 12/50 20 371784 HSL-3 M 16/25 10 371785 HSL-3 M 16/50 10 371787 HSL-3 M 20/30 .6 371788 HSL-3 M 20/60 6 371790 HSL-3 M 24/30 4 371791 HSL-3 M 24/60 4 �: ; ,.�R � � r� � ,�'�: HSL-3-8 Torque Cap Item No. Description Box Uty 371807 HSL-3-B M 12/5 20 371808 HSL-3-B M 12/25 20 371809 HSL-3-B M 12/50 10 371810 HSL-3-B M 16/10 10 371811 HSL-3-B M 16/25 10 371814 HSL-3-B M 20/30 6 371817 - HSL-3-B M 24/30 4 zl_i :'�� -� � - HSL-3-G Stud Version Item No. Descrlptlan Box Oty 371793 HSL-3-G M 8/20 40 371796 HSL-3-G M 10/20 20 371799 HSL-3-G M 12/25 20 371800 HSL-3-G M 12/50 10 371802 HSL-3-G M 16/25 10 371808 HSL-3-G M 16/50 10 371805 HSL-3-G M 20/30 6 371806 HSL-3-G M 20/60 6 310 Hilti, Inc. (US) 1-800-879-BQ00 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada} Corp. 1-800363-4458 I www.hilti.ca I Product Technical Guide 2008 1. Using the correct diameter metric bit, drill hole to minimum required hole depth or deeper. 2. Remove drilling debris with a blowout bulb or with compressed air. 4. Using a torque wrench, appiy the specified installation torque. HSL-3-B does not require use of a torque wrench. Tighten until torque cap shears off. ��,�� ti �� L�..,�y��"Y`'{'F�{""r�a.�.s3 S�y..kr� �''�� t>��l`5 . .... ., r�" "�cz� ,Y � �y � � � � v S� � . � s �� ;fy , � � �:�� Hilti Prociuct Teclinical Guideyi -`z�, _ c ;x . , ?,b .>�:.�,r� '-�.:�fit... -Er=� .z�.�•��'vssu�-�e, �at -.ti _ I;In The�Un�ted�Sates _ "� - - -Z 'r� PAYMENT TERMS: Net 30 days trom date of Involce. Customer agrees to pay all costs (ncurted by Hilti In collecting any delinquent amounts, including attorney's faes. FREIGHT: Ail sales are F.0.8. Destination with transportation allowed via Hiiti designated mode. Delivery dates are estimates only. AddiHonal charges for expedked shipments, special handling requirements, and orders below certain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. CREDR: , All orders sold on credit are subject to Credit Department approval. RETURN POLICY: Products must be in saleable condition to qualify for return. Sateable condition is defined as unused ftems In afginal undamaged packaging and unbroken quantities and In as-new conditlon. PJI returns are subJect to Hilti inspection and acceptance, and a 5125 restxking charge if returned more than 90 days aker invace date. Proot of purchase Is requlred for all returned materials. Special orders products and discrontinued kems are nat aligible for return credit Dated materials aie ony returnable in case quantity, and withln 30 days after invoice date. 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Terms are subject to change by Hilti with reasonable notice to Customer. CASH SALES: QUOTATIONS: Payment In full is due pria to goods being released. All terms and conditions eppy once customer agrees to purchase product. Quotations on special promotion products are only valid until end of promotion period. Hilti, Inc. (US)1-800-879-8000 I www.us.hilll,com I en espanoi 1-800 879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 wwv✓.ca.hlltl,com I Product Technical Guide 2008 ;� ti _ ' ' f�..� � `� % la �< � , ■ r�' � NELSON STUD WELDING SPECIFICATION: S3L Shear Connectors (SC) Nelson headed shear connectors deliver code specified shear strength values �('lteck Sfanilaril Stucti S3L as used in composite construction, securing concrete to steel shvctural H� components. Nelson shear connectors meet requirements of the following codes and are also USNRC approyed: a AWS D11 Structural Welding Code — Steel AWS D1.6 Structural Welding Code — Stainless Steel AWS D1.5 Bridge Welding Code/ AASHTO Standard Specification for Highway Bridges � Length ISO-13918 welding— Studs for are stud welding ' "' -. ` Canadian Standards Association W59 — Welded Steel Construction International Building Code Section 19 - AISC Manual of Steel Constructiom= Allowable Stress Design AISC Manual of Steel Construction.—Load & Resistance Factor Design See also: ICBO Evaluation Report ER-2614 Nelson Shear Connectors Sl�ear connectors are typically. used in composite steel construction for holding concrete slabs to steel members to resist shear forces and increase shear loading capacity in stee] buildings, bridges, columns caissons, containment liners, etc. They also act as embedment anchors on miscellaneous embedded plates, frames, angles, strip plates, attachments and connections. Options for �Velding Throu�h Metal Dech are available for this stud. For sim.ilar function studs, see Nelson 1-�4L Headed Concrete Anchors and D2L Deformed Bar Anchors. When ordering, specify Tvpe, Diameter, L_ en; EYnm le: S3L 3/4 x 6-3/16"; Mild S Stud ; Bum .- Diameter Off ` A H Chuck > 3/4" ' 0.187 0.375 1.250 500001088 19 mm ' 4mm " 7/8" " 0.187. ' 0.375 1.375 500001091 22mm 4mm ial, uantitv, and Part Number 10_" ieces; #101098015 ided Standard Accesso�ies � t PerruleiHolder Perrule for Flat A42 501006027 1001011'S2 . 042 501006028 100101940 I25mm I 6mm I 0.500 I 1.625 I 500001424 I 502002042 I 501006046 100101045 , I. •. * Burn Off: Bum off lengths sho��n are for welding to bare stcel. For bum off values and otlier details,whenstuds are welded through metal deck to steel see WELll 1'H120UGH DECK SPECIFICATION SHEET The Nelson Ferrule Shooter is available for semi-automatic dispensing of ceramic fenules along with standard ferrules assembled 50 pieces per "string" for easy and fast loading onto the Ferrule Shooter dispenser.Following are the current ferrule assemblies availabie: Stud diameter Ferrule 3/4" downhand 100101260 3/4" weld throu h deck 1 00 1 01 249 7/8" downhand 1 001 01 261 7/8" weld throu h deck 100101262 MATERIALS: Studs are available in Low Carbon Mild Steel and 316L Stainless Steel. For specific grade information and physical and chemical properties, conforming standards, and information on stud plating and heat treating, please see General Material Specifications. Certified Material Test Reports (CMTR) and Certificates of Compiiance (COC) are available and must be requested at time of order. For ferrules and grips used in welding at an angle to plate, welding to angles, and welding to a vertical base plate, see the Special Applications section of the Ferrule Spccifications: FLUX: All Nelson concrete anchors ha4e a solid flux load. Visit our website wr`�v.Nelsol�StudWelding.eOm for a list of our standard stock products. Nelson Stud Welding, Inc. PH 1-800-NEL-WELD E-mail: Nelson.Sales@NelsonStud.com 7900 West Ridge Road 1-800-635-9353 Elyria, Ohio 44035 voa ,." Z � 1�k �q4 � 3.'�` - �- '�� - : "s � 1 x . , r...-r = �a:.a NEL50N STUD WELDING ✓Ghecl; Standar�l Stocic _. SPECIFICATION: II4L Headed Concrete Anchors (HCA) Nelson headed concrete anchors deliver code specified embedded tension and H4L shear strength values between stzel and concrete. These anchors meet requirements ;�t+�; of the following codes and are also USNRC approved: � AI AWS D1.1 Structural Welding Code — Steel AWS D1.6 Structural Welding Code = Stainless Steel AWS D1.5 Bridge Welding Code / - AASHTO Standard Specification for Highway Bridges Length ISO-13918 Welding— Studs for Arc Stud Welding -• �`" `'` Canadian Standards Association W59 — Welded Steel Construction p International Building Code Section. 19. , . See alsot IGBO Evaluatio� lteport ER-2614 Nelson Shear Connectors _— . _ Headed anchors are widely used in precast, cast-in-place or composite steel construction for miscellaneous embedded °:'.. plates, frames, curbmg 'attachments and connections. Options for Weldin� ThroughMetal•Deck are available;for this stud. For similar function studs, see Nelson S3L Shear Connectors and D2L Deformed Bar Anchors When ordering, specify Tvpe, Diameter; Before Weld Len2th, Nlaterial, uanti , and Part Number E.Ynm /e: H4L 1/2 x 4=1/8"; Mild Steel• 5000 ieces• #101053003 ` , , Stud Burn � Re uired Standard Accessories Ferrule;to Flat Dlameter Off A H: . Chuck ,, Foot' Gri for Flat 1/4 0.125 , .. , , _: _: , :. 6 mm 3 mm 0.187 0.500 100101067 500001014 �: 502002001 ' 501003007 .: 3/8 "0.125 0,281 0.750: 100101099;;, 500001018 ' 10inm- =3mm , ... 1/2 ,. 0:125 0.312 1.000 100101114 500001085 13 mm 3 mm 5/8 0.187 0.312 1.250 100101:187 500001088 16 mm 4 mm ° Feet 502002001 and 502002002 are used with Nelson's heavy, du.ty gun.. Feet 5020020�}5 and 502002046 is used with Nelson's standard duty gun:' 502002001 I 501003009 502002002: 501003010 502002002 501003014 NIATERIALS: Studs are available in Low Carbon Mild Steel and 316L Stainless SteeL For specific grade information and physical and chemical-properties, conforming standards, and informatiomon stud plating and heat treating, please see General Material,Specifications. Certified Material Test Reports (CMTR) and Certificates of Compliance (COC) are available and must be requested at time of order. For ferrules and grips used in welding at an angle to plate, welding to angles, and welding to a vertical base plate, see the Special Applications section ofthe Ferrule Specifications. FLUX: All Neison concrete anchors have a solid flux load. Visit our website �vw�v.NelsonStudWelding.cOm for a]ist of our standard stock products. Nelson Stud Welding, Inc. PH 1-800-NEL-WELD E-mail: Nelson.Sales@NelsonStud.com 7900 West Ridge Road 1-800-635-9353 Elyria, Ohio 44035 1/04 �, Ingredients: Contains a spedal, high-quality grease with graphite, copper flake, aluminum powder and zinc oxide. Shelf Life: Never-Seez° Regular Grade does not deteriorate with age when stored unopened at temperatures below 120°F (49°n• Quality and performance are guaranteed forfive years from the date of manufacture on unopened containers. How Never-Seez Regular Grade Affects Torque:. Compared to unlubricated fasteners, the use of Never-Seez "Regular-Grade" can be viewed 2 ways: (1) It provides up to 30% MORE clamping force when applying the SAME amount of torque! (2) It provides the SAME clamping force when applying up to 30% LESS torque! IMPORTANT! • In order to best represent typical torque redudion values, Bostik references a"K-fado�" for unlubricated carbon steel fasteners of 0.185. • Proper torque is critical and, if not clearly understood, users may over-torque their fasteners which may lead to costly damage. BOSTIK is not liable for any damaqes incurred. Refer to the Bostik standard warranty for details. Use in accordance with Material Safety Data Sheet. Ordering Information: NEVER-SEEZ� REGULAR GRADE ANTI-SEIZE AND LUBRICATING COMPOUND ST�CK NUMBER DESCRIPTION SIZE NS-160 Flat Top 1 Ib. NS-168 Flat Top 8 Ibs. NSA-16 Aerosol Spray 16 oz. NSBT-4 Brush Top 1/4 Ib. NSBT-8 Brush Top 8 oz. NSBT-16 Brush Top 1 Ib. NSC-1 Cartridge 1 Ib. NS-10 Tube 1 oz. NSB-4 Tube 1/4 Ib. N 5-42 B Pa i I 42 Ibs. NS-130B Drum 130 Ibs. NS-425B Drum 425 Ibs. Bostik, inc. IMPORTANT NOTICE 211 Boston Street � All statements, technical iniormation and recommendalions set torth herein are based on tests which Bostik, Inc. believes to be reliable. However, Bostik does not guarantee their accuracy or completeness. The buyer shoultl conduct its own tests of this product belore use to Middleton, MA 01949 USA determine proper preparaiion technique and suitability ior proposed applicalion. My sales of this product shall be on terms antl condilions Customer Service or Technical set torth on Bostik's order aclmowletlgmenf. Bostik, Inc. warrants lhat the product conforms with BostiKs written specifications, antl is tree Service: 1-800-7/BOSTIK lrom defects. BOSTIK, INC. DISCLAIMS ALL OTHER WARRANTIES, EXPRESSED OR IMPLIE�, INCLUDING THE WARRANTIES OF FAX: 97&750-7293 MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THE BUYEA'S SOLE REMEDY FOR NONCOMPLIANCE WITH TNIS WARRAMY SHALL BE FOR THE REPLACEMENT OF THE PRODUCT OR REFUND OF THE BUYER'S PURCHASE PRICE. IN NO CASE WILL www.bostlk-us.com BOSTIK BE LIABIE fOR DIRECT, CONSEQUENTIAL ECONOMIC OR OTHER DM,�AGES. N20-062008 _ s _ r . �K7f�i•ST.:LI.l�CTIbYk I��C. ��br�rit�� 7"rat�srr�ii�a� � ��s� Shaded:areas :are for City of Renton use on1}� Submittal Number: 032 DaTE: G2/15/2011 (Contractor.� each submittal transmitfa! will have a consecutive number be�innir�g with °1 ". Resubmitta!s wr1! be identified with R1, R2, etc.J Note: One form shaf( be frl.'ed ouf for each submittal item. The only exception will be ir mulfiple ;tems from fhe same sup�lier are submitted as a package for the same scnederlsd wofF. Contract Name: WESNIE�IV LIFT STA7fON UPGRADES No. : W`NP-27-3536 Contractar: ADVANCED CONSTRUCTION, INC. Fed Aid # ; NA The Contractor submits the following noted attachments to Owner's #or review and response: The Owner has reviewed the above noted documents and respond�d as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corre�tions noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general desig� concept of the Froject and does not extend to consideration of struc!ural integri;y, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating ail dimensions; fabricatina and construction techniques; caordinating its work with that of ail other trades; and the satisfactory performance of its entire work in st�ict accordance with the construction Contract. The review is undertaken solely to satisfy Owne�s obligatiors and does not relieve Contractor from its obligation fuliy to perfo�n all Contract requirements, nor shall such review give tise to any right of action cr suit �n favor of Contracter or third persons, against ihe Owner. Commerts or actions may not be campiete, once non-compliance is dccumented, the review may b� discontinued and the submittal rejected. Owner's Comments and Sign-0*f: Comment �� --� Printed I�ame &'fiile Da te Sae Attached Ownar's Comme�`� ❑ 5ee Ma;k-lJp of Submi�tai Cacu,nen.::; ❑ ��e Other P.ttachmer.ts ❑ Re-submittal Supplemertal Submittal Submitted by: AJ SMITH, Project Mar�ager 425-493-1826 __ Signature � Printed Name & Title Phone # 7.2"x 3"FB R:�r.� fit thrcw hol�s then tyold as 1 I!16" Dia hole for 5/8" Anch I" t�18 NII� 8Ci8tC(i 00 3 i/% 3 — Typical l�.dder w!#loor mounts All alumin,z�n consiructio� ----; -.` � 18 —R� �== �►;:a - � - � - C4N'�T�UCTYON IA�. S�abmittal �'ra,��rs�it�af � ��s�ao►�� $baded �reas ar�fpr.City of Renton nse oiily Submittal Number: 033 DATE: Q2/15120 ;1 (Contractor. each submittal fransmilf�! will have a consecutive nurnber beginning v✓ifh "1 ". Resubm,itta/s will be identified with R1, R2, etc.) Note: O��e form shal! be filled out ior each submittal ifem. The only exception wi11 be if multiple items from fhe sam,z supplier are submified as a packaye for the s�me scheduled woric. Contract P�ame: WESNIEW LIFT STATlON UPGRADES Co�tractor: ADVANCED CONSTRUCTION, INC. iVo.: WWP-2.,'-3530 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCR:PTION Orvner's # if r.o bid # Response � � 1 � 10.832 __ �Access Natches ----_----i__T�---- - -_—`--.---_ --i� � _-- — �— —� ------- — , � -�----------- — , — --- --_ .. ___---_..----- ' ------ I ; ❑ Re-submittal Supplemental Submittal Submitted by: , AJ SMITH, Project Manager 425-493-1826 Signature % Printed Name & 1�itle Phore # The Ovdner has reviewed the above noted documents and responded as noted above, under "Owne�'s Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMlT: Resubmittal required — rejected, see comments be!ow RJ = REJECTED — see comments below Note: Review is onfy for confortnance with the general design concept of the Proiect and does not extend to considerati0� Of siiUCtU�al integrity, safety, detailed compliance with Cor.tract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirtning and correlating all dimensions; fabricating and consttuction techniques; coordinating its work with that of all other trades; and the satistactory performance of its entire work in s�rict accordance with the construction Contract. The review is undertaken sotely to satisfy Owner's obligations and does not rel�eve Cantractor from its obligation iully to perform all Contrzc: requirements, nor shall such review give rise to any right of action or suit in favor of Contra�or or third persons, against the Owner. Comments or actions may not be complete, once non-comptiance is docum �nted, the revie�N may be discontinued and the submittal rejected. Owner's Comments and Sign-of;: ❑ See {',`tached Owner's Comments ❑ Sne Mark-Up of Submittal Docu�ents ❑ See Other Attachments �' � r � �o ,� J .�. �" � ' �� e�r �' � .b � y";'a �s � � _ , � .� .a' ". �. is . ah A Model "H�" and "HD" (H-20 Ra�inj) Alununum Access Doors Both type "HS" and type "HD" features reinforcing channel framework that transfers the the load from the '/4�' aluminum diamond plate door leafto the door frame, and our sta�nless steel spring lift makes the opening of our hatch doors easy. The locking support arm holds the doors open automatically. We use 3/8" neoprene to achieve a weather-tight seal. All hardware used on our hatches is stainless steel, 300 series, except the 1%2" aluminum drain coupling and the removable handle used for access inio the hatch. All LW HATCHE5 are provided with a self- latching stainiess steel slam lock and with a recessed padlock hasp so they can be locked with a padlock. AI1 type "HS" and type "HD" doors are designed for use in off street locations where not subjected to high density traffic. However, special provisions may be made to the hatch to allow use in higher density tra�� location when requested. May be cast in an 8" slab. TY� ..�„ (Single-leaf door) $TAi tDARD SIIH T},P� <iiD>, {Double-leaf door) STANI�.4I'�D SIZE LtiV PRODUCTS COMPANY, II�TC. "ACCESS LOUP,S BUIL1' TO L9ST" 8333 —219'� SVeet SE, Building A R�oodinville, Washington 98072 Phone (42�) 483-0300 Fax (425)485-2058 51m L«a Typ� "HS" (Single-Leaf Door) r�m aKe ay� �� m� ,-.a.� �,� . � FdiYnDmmc� ' Se�4Yss Part # A B C D E F G HS-1 24"x24" 24"x30° 24"x36" 24°x42" 24"x48° 24"x60" 24"x72" HS-2 30"x30' 30°x36" 30"x42" 30"x48" 30"x60" 30"x72" 30"x84" HS-3 36"x36" 36°x42° 36"x48" 36°x60" 36°x72" 36`x84° 36"x96" H5-4 42"x42" 42"x48" 42"x60° 42"x72" 42°x84" 42"x96" 42°x108" H5-5 48"x48" 48"x60" 48"x84° 48"x96" 48"x1 Q8" Part # A B C D I E F HD-1 36"x48" 36"x60" 36"x7?_" 36'x84° 36'x96" � HD-2 42"x42" 42"x48" 42">:60" 42"x72" 42"x84" 4?_"xS6" HD-3 48'x48" 48°x6D" �lII"x72' 48"x84' 4g"xg6" HD-4 60"r.60° 60°x72" 60"x84" 60"x96" 60"x108" 60"x120° HD-5 72°x72" 72°�84" 72"x96" ,72"x108" 72"x920" 72"x132° TY�e «�» (Double-Leaf Door) ❑ . . . r . car�rsr�u�r�oN �r�c. SuHrt►if ta� �ransmi�fa� & Response _ Shaded areas are for City of Rentoa use only Submittal Number: 034 DATE: 01/24/2011 (Contractor. each submitfa! transmiftal will have a consecutive numberbeginning with "9". Resubmitfals will be identified wifh R1, R2, efc.) Note: One form shali be filled out for each submiftaf item. The only exception will 6e if mulfiple items from the same supplier are submitted as a package for fhe same scheduled work. Contract Name: WESTVIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. � L•��i�l ��1 �'��^_' Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid #) Response � 10.09960 �Coating Materials: ' 1 I 2.03 ;TNEMEC Series N69F _________" '1� --- -- -- ----� ---...---------___ ___-_ __ ----------------------- - �----------- 2� 2.03 �TNEMEC Series 104 i 1�� 3� 2.03 ;TNEMEC Series 1075 +^ t ❑ Re-submittal ❑ Supplemental Submittal Submitted by: �� AJ SMITH, Project Manager 425-493-1826 Signature , Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any adion shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating ail dimensions; fabricating and construction techniques; coordinating its work with that of a11 other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is ur,dertaken solely to satisfy Owner's obiigations and does not relieve Contracfor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to above) 1 � Comment Printed Narne 8� Title � Z' =� — 11 Date ❑�ee Attached Owners Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments 1 of 2 6EIiFRIf D6WPIION Polyamidoamine Epoxy Q1��N USA6E An advanced generation epoxy Eor the protecuon and finishing oF s[eel and concrete. It has excellent resistance to abrasion and is suitable for invnersion as well as chemical contact exposure. Contact your local Tnemec representative for a list of chemicals. This product can also be used as a block £iller on cemenci[ious or masonry substrates. Note: Series V69F conforms with air polluuon regvlations limiting Volatile Organic Compounds (VOC) to a maximum of 25D grams/lltre (2.08 ]bs/gal) in areas requixing fess than 1D0 gramsAiue VOC, please refer to che Series L69F data sheet. (Q�R$ Lvnited color availability. Contact your Tnemec representative. flRltfl Sacin %��S SteeL• SelE-priming or Series 1, 37H, 66, L69, N69, 90, 91-H2O, 94-HzO, 135, 161, 394 Gataanized Sceel and Noa-Feaous Metal: Self-priming or Series 66, 161 Concre[e: Self-priming or Series 130, 218 . CMU: Self-priming or Series 130, 216, 218 TOPCOAIS 46H-413, 66, L69, v69, 73, 104, 113, 114, 161, 175, 1025, 1029, 1070, 1071, 1072, 1074, 1o74U, 1075, 10i5U, 1077, 1078. Refer to COLORS on applicable topcoat data sheets for additional information. Note: The following remat times apply for Series N69FN69F: Inunersion Service—Surface mus[ be scari£ied afrer 30 days. Atmospheric Service—A�ter 30 days, scarification or an epoxy tie-caat is required. Contact your Tnemec representa[ive for specific recommenclations., p{�iD $�}�. Immetslon Setvlce: Scarify the Series 66, N69F/V69F or 161 prime coat surface by abrasive blasti�g with Fme abiasive oefore topmating if it has been exrerior exposed for 30 days nr longer and N69F/V69F is the specified [opcoat. $�, Immetsion Service: SSPGSPIO/NACE 2 Dlear-White Blast Cleanino Non-Immeision Service: SSYGSP6/NACE 3 Comnurcial Blas[ Cleaning GALV�UI�ZED $1fF1 d, N�A- SurPace preparation recommendations will vary depending on substrate and exposure conditions. Contact your Tnemec FEAROUSMETAL representatire or Tnemec Technical Services. (A5T/DUCfllf IAON Concact your Tnemec representative or Tnemec Technical Services. (�N(R� Allocv ne�v concrere ro cure 28 days. For optinmm results and/or immersion service, abrasive blas[ referencing SSPG �P13/NACE 6, ICRI CSY 2-4 Surface Preparation of Concre[e and Tnemec's Surface Preparation and Application Guide. d'�i, � Allow mortar to c�re for 28 days. Levr] protrusions and mortar spatter. PAINiED SURFA�S Non-Immetsion Seredce: Ask your "fnemec representative for specific recommendations. Al1$URfA� �[ust be dean, dry and free of oil, grease, chalk and ocher concantinants. I� HUWME SOl1D5 69.0 ± 2.0% (mixed) t AKOMAIFNDm DFT 2A [0 10.0 mils (50 ro 2» microns) per coac. Note: The number of coats and chickness requirements w�ill vary with substrate, application method and exposure. Contaa your Tnemec representative. NRING iIME AT 5 MILS DFI VOLIIIIE ORGANI[ [OMPOUNDt V69F Unthlnned: 1.90 Ibs/gallon (228 gnms/litre) Thiffied 3.5% Q`Io. 4'Ihi�ei): 2.08 lbs/gallon (250 grams/litre) f NAPS N69F iT.,f1++.,*+.Yi• 2.35 lbs/gal solids '11�inn� 1096 (xto. 4 Thinner): 3.20 lbs/gal solids Thiffied 1096 QQo. 601h3nner): 2.35 ]bs/gal solids V69F U�ned: 2.00 ]bs/oal solids Thinned 3.5% (No. �'Thinner): 2.20 lUs/gal solids 'j{�[-0�j((�,(QIJQ�sE 1,107 mil sq fVgal (27.2 m2/I. at 25 microns). See APPLICATION for covenge rates. t NUMBEAOFCOMPONENIS Two: Part A(amine) and Part B(epoxy) PAO(AGIH6 5 gallon (18.9L) pails - Order in multlples oE 2. � iViO 14 2010 b Tnemec (o., Ifl(. Published technic�l data and i�unuc[ions are suSject m change wi[hout notice. The online catalog at �vcv�v.tnemec.mm Page 1 of 2 Y i Y should 6e referenced fnr the mos[ c�aen[ cechnical data and inswctions or you may con[att your Tnemec mpresentative for curtent tcchnial data and in5wctions. Curing time varies with surface temperature, air movement, humidiry and film duckness. N69F U�hinned: 2.30 Ibs/gallon (280 grams/litre) Thinned 10% (No. 4 Thinnet): 2.75 Ihs/gallon (330 grams/live) Thlaaed 1096 (�10. 6p Thfnaet): 2J6 lbs/gallon <331 gcams/live) PRODUQ DATA SHEEi HI-BUILD EPDXOLINE II � N69F or V69F REiWE16Hf PBtGALLOR SiORAGEiFMPERANRE 1FAIPERANRE RBIAAN� $flfif u�i RIISH POINi • SETA HEALIH & SAFEIY COYFRA6E RATB ��N6 iHINNIN6 ror u� aveuanox �uuiP�xr SURFA� TFhIPERAiURE a.fANUP N69F: 13,34 t 0,25 ]bs (6.10 t.11 k� (mixed) V69F: 13•90 t 0.25 lbs (6.31 t.11 kp� <mi�ced) t M'uumum 20°F (-7°C) Maxunum 110°F (43°C) (Dry) Continuous 250°F (121°C) Inrem'uttenc 275°F (135°C) Pazt A: 24 months; Part B: 12 months ac recommended storage temperature. YG9F &c V69F Part A: 82°F (2s°C) N69F Paa B: 93°F (34°C) V69F Part B: 86°F (30°C) Paint products contain chen�lcal ingredients which are consideced hazardous. Read container label cvaming and Material SaFery Da[a Sheet for importan[ heal[h and safety inFormation prior [o [he use of chis product. %eep out of the reach of chfldrea. Deose Concrete �Mascmry: From 100 to 150 sq f[ (9.3 co 13.9 m=) per gallon. CMU: From 75 to 100 sq ft (7A ro 9.3 mz) per gallon. (1) Note for Steel: Roller or brush applicat(on requ'ues rno or more coats ro obtain recommended film thickness. Also, Series N69F can be spray applied ro an optional high-buiJd film thickness range of 8A to 10.0 dry mils (205 to 255 dry microns) or 11.5 to 14S we[ nuls (209 [0 370 wet nucrons). Allow for overspray and surEace irregularities. Film thickness is rounded to che nearest 0.5 mil or 5 microns. Application of coatlng below minimum or above maximum recommended dry Film thicknesses may adversely affect coa[ing performance. t 1. Start with equal amounts of both Parts A� Ei. 2. Using a power mixer, separa[ely stir Parts A Fc B. 3. Add Par[ A[o Part B under a�itauon, stir unti] thoroughly mi�ced. 4. Both componencs should be above 50°F (10°C) pdor to mixing. For application co surfaces berneen 35°F co 50°F ('L°C to 10°C), allow mixed material ro stand thirry (30) minutes and restir before using. For op[imum applica[ion properties, blended componenrs should be above 60°F (16°C). Use Vo. 4 or No. 60 Thinner. For air spray, chin up ro 109'0 or 3/4 p�nt (380 mL) per gallon. For airless spray, roller oc bn�sh, thin up ro 5% or 1/4 pint (190 mL) per gallon. No[e: \l�hen using Series V6JF', a ma�num of 3.5% of No. 4 1'hinner mxy be used co comply with VOC regulations. S hours at 35°F (2°C) 4 hours at 77°F (25°C) 1 hour at 100°F (3&°C) Gun Fluld T3p Air Cao Ait Hose ID MaYl Hose ID � Pot Pressure 5/16" or 3/3" 3�8�� r i/2" 7j_loo si lo-z0 si DeVilbiss JGA E 765 or 704 (9.5 or 12.7 �_ P (7.9 or 9S nm�) ,,,,,,� (5.- G.9 bar) (0.7-1.4 ar) Use appropriate tip/atonuzing pressure for equipment, applicator technique and weather conditions. • Spray application of fust coat on CMU should be followed by backrolling. Note: Applicacion over inorganic zinc-rich primers: Apply a wet mist coat and allow tiny bubbles to form. ��7hen bubbles disappear in 1 to 2 minures, apply a full we[ coac at specified mil thickness. Roller. tise 3/8" or 1/2" (9.5 mm or 12.7 mm) syntheuc woven nap roller cover. Cse longer nap to obtain penevation on rough or porous surfaces. Bzush Recocrunended for small areas orily. Use high quality naturdl or synthecic bnsde brushes. Minanum 3>°F (2°C) Maxlmum 13�°F (57°C) Tiie s�rface should be dry and at least 5°F C3°C) above the dew poinc Coa[ing wii not cure below minimum surface temperature. Flush and clean all equipment inunediately aher use with the recommended thinner or Iv1EK. t Values may vazp with color. D7ARRANIY R LIMifATION OF SELLE�'S L1ABif.['IY: Tnemec Company, Inc �wartants only that its coatings rep�esenred hereln meet �he focmulaUon standards of 7nemec Company, Inc. 7iiE WARRANTY DFSCRIHED .N 7HE AtiOVE P.0.RAGRAPH SHALL BE LV LLEU OF Ai�IY OTHER WARRANCY, E%PRESSED OR Q�1PIlED, Pi 1CLUDNG BL7 NOT LL�R7'ED TO, AA'Y It+fPllEll WAARANTY OF il7ERCFIANTABIll1Y OR fl7NFS5 FOR 5 PAR"IiNL^.� PURPOSE.'lYIERE ARE �70 \DARRANI7FS T}fAT FXTEND BL•YOYD THE DESCRIP'l10`7 ON TFiE FACE HEREOF. The buyers sole and arclusive remedy agalnn Tnemec Company, Inc. sh�ll be [or replacemrnt of the product in the event a dcfecGve condi4on of the pmduct should be found ro exist and tl:e eztiusive remedy shali noc have f�tled its esseotial purpose as long u Tnemec is willing to pmvide comparable replacement produtt ro the buyec NO OlF3ER RE.4fEDY (INCLUD ,NG, HUI' NOT I.C�SITED TO, LNCIDENTAL OR CONSEQL'EV71AL DAUTAGFS FOR LOST PROFICS, LOST SALF.S, LYJURY TO PERSON OR PROPER7Y, ENVIRONMEMAI It�{IURIES OR Ah7 OTHIIt INCIDENI'AL OR COVSEQUEY17At. LO55) SfiA1.I. BE AVA[L1BLE 1'O'i}g BUYPR 7echnical and applicadon inFormatlon herein is pmvided for che purpose of esublishing a ger.cral proFde oF die coating and pioper coa�ing applicauon pmcedures. Test per(ormance ruults�were obeained in a controlled environmene and 7nemec Comp:u�y makcs no claim that �hesc tess or any othcr tests, accumtely moresen[ all environmen6. As aDD1i[atlon, env'vonmencal and destgn httors can vary sigMficandy, due are should be exerdsed in the scicaion and use of the mating. OO May 14, 2010 by Tnemec (o., Inc. PDSW69F Page 2 of 2 Low temperatures or longer hoses require higher pot pressure. Material Safety Dafa Sheet Preparation Date: 04-Jan-2010 Revision Date: 29-Dec-2009 Revision Number: 0 1. P6tODl9CT AP9D COIIfiPAP1Y IDEWTiFICATIOtd Product Code Trade Name Contact Manufacturer Emergency Telephone Number N69F-W H ITE HB EPDXOLINEII FC WHITE Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. F9AZAItDS IDE@�1'�9F@GA'T90P1 Overview NGER! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. CAUSES SKIN AND EYE BURNS. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Causes burns. Causes burns. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Gastrointestinal tract. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Potential Environmental Effects Target Organ Effects Use of alcoholic beverages may enhance toxic effects. See Section 12 for additional Ecological information Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin Page 'I / 8 N69F-WHITE - HB EPDXOLiNEII FC WHITE Revision Date: 29-Dec-2009 3. COIIflPOSITLON/iWFORMATIOfd OPl IRlGREDIEPITS Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. v. FIRE-�of�tITIPBC t1�EASUt2ES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Aldehydes. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Ficefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heat/sparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACClDEPiYAI. 6iELEASE MEASt1ItES Personal Precautions Environmental Precautions Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. Page 2/8 4. FIRS1' Q►ID MEAStlR�S N69F-WHITE - HB EPDXOLINEII FC WH1TE Revision Date: 29-Dec-2009 Methods for Cleaning Up If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, confainer and unused contents in accordance with local, state and federal regulations. Other Information Not applicable 7. 9%A9dDLlf�i; Al�ID SYORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gioves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. E�inguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until ali vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSIDRE C06�9TFtOLS I PEitSO@dAL PFtO�ECYBOPs Exposure Guidelines Engineering Measures Personai Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especialiy in confined areas Lightweight protective clothing, Apron, Impervious gloves Goggies. If splashes are likely to occur, wear face-shield. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PYiYSIC�►L At�ID Co-lEM9CAL P6tO�ERT'IES Flash Point Boiling Point/Range 26°C / 78.0°F 116 - 142°C / 241.0 - 288.0°F Page 3/8 N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 9. PFIYSBCAL AidD C�lENIICAL PltOP�i2T1ES Upper Exposure Limits No information available Lower Exposure Limits No information available Evaporation Rate No information available Vapour Pressure No information available Vapour Density No information availab(e Specific Gravity 1.80962 Density 15.05875 VOC Content (Ibs/gal) 2.483 % Volatile by Weight 16.4910 % Volatile by Volume 34.7047 10. S'fA�9L@eY APlD 9tEAC'TiVI� Chemical stability Stable. Conditions to Avoid Heat, flames and sparks. Epo�ry constituents. incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Cleaning solutions such Reactions as Chromerge and Aqua Regia. None under normal processing '81. TAXICOI.OG9CAL IPl�OFtMAT�OfN Acute Toxicity Component Information Irritation No information available Corrosivity No information available Sensitization No information available Chronic Toxicity Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available 7eratogenicity No information available Page 4 ! 8 N69F-WHITE - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 Target Organ Effects Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin. Endocrine Disruptor Information No information available 12. ECOLOGICAi. IFlFORi1flA7'IOf�I Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Fiea TALC (RESPIRABLE DUST) LC50> 100 g1L Brachydanio rerio 96 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mglL 24 h EC50 = 3.82 mg/L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mg/L Oncorhynchus mykiss 96 h LC50= 16.1 mg/L Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h BENZYL ALCOHOL EC50 = 35 mg/L 3 h LC50= 460 mglL Pimephales EC50 = 63.7 mg1L 5 min EC50 EC50 = 23 mglL 48 h promelas 96 h LC50= 10 mg/L = 63.7 mg/L 15 min EC50 = Lepomis macrochirus 96 h 71.4 mg1L 30 min EC50 = 50 m /L- 5 min N-BUTANOL (SKIN) EC50 > 500 mglL 96 h EC50 > LC50= 1510 mglL Pimephales EC50 = 2041.4 mg/L 5 min EC50 = 1983 mg/L 48 h 500 mg/L 72 h promelas 96 h LC5Q= 1740 EC50 = 2186 mg/L 30 min mglL Pimephales promelas 96 EC50 = 4400 mg1L 17 h EC50 h LC50= 1200 mg/L Leuciscus = 3980 mg/L 24 h idus 96 h ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mg/L EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mg/L 48 h 438 mglL 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mg/L Pimephaies oromelas 96 h LC50= 150.0 mg/L Lepomis macrochirus 96 h LC50= 4.2 mg/L Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mg/L Poecilia reticulata 96 h ISOPHORONE DIAMINE EC50 = 37 mg/L 72 h LC50= 110 mglL Leuciscus EC50 = 42 mglL 24 h idus 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h 13. D9SPOSAI. COI�S9DEl2AT10@�!S Waste Disposal Methods Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal 14. �'�tA�dSPORT Ii�FOitIUi�►TION DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 Page 5/8 , , . . N69F-WHI7E - HB EPDXOLINEII FC WHITE Revision Date: 29-Dec-2009 '65. Y2EGULATORY 19�@FORIIAATIOPD I nternational I nventories TSCA Complies DSLINDSL Complies EINECSIELINCS Does not Compiy CHINA Does not Comply ENCS Does not Comply KECL Does not Compiy PICCS Does not Comply AICS Does not Comply Clean Alr Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE ETHYL BENZENE U..cJ. c@C32Tai �2GU�atiOiiS SARA 313 SARA 311/312 Hazardous Categorization CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-No California Pro . 65 ETHYL BENZENE 100-41-4 Carcino en Page 6/8 Chronic Health Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No N69F-WHITE - HB EPDXOLINEII FC WHITE State Right-to-Know Revision Date: 29-Dec-2009 Com onent Massachusetts NewJerse Penns Ivania lllinois Rhodelsland BARIUM SULFATE (TOTAL X X X X DUST TALC RESPIRABLE DUST X X X X TITANIUM DIOXIDE (TOTAL X X X ' X. DUST XYLENE X X X X X BENZYLALCOHOL X I X N-BUTANOL SKIN X X I X X ETHYLBENZENE X X I X X X ISOPHORONE DIAMINE X AMORPHOUS SILICA X X ALUMINUM OXIDES X X X X Other International Regulations Canada This product nas been ciassified in accordance with the hazard criteria of ihe Controiled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class 82 Flammable liquid D2A Very toxic materials E Corrosive material � �, � r � r � � Legend NPRI - National Pollutant Release Inventory 16. OiB;EIt IPB�062�IfA'd'@O�! Revision Date: Revision Summary HMIS 29-Dec-2009 No information available Health 0 Fiammability 0 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, nelther the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein.� Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Aithough certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 7/8 fV69F-WHITE - HB EPDXOLIMEII FC WHITE Revision Date: 29-Dec-2009 Page 8/8 Preparation Date: 04-Jan-2010 IViaterial Safety Data Sheet Revision Date: 29-Dec-2009 Revision Number: 0 1. P�tOD19CT AfdD COi1flPLliVY iDEPlTIFBCAi'10�1 Product Code Trade Name Contact Manufacturer Emergency Telephone Number N-69-0069B H-B EPDXOLINE II CONVERTER Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. FO�AEtDS IDER9TIEBCATBOP! GER! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Moderately irritating to the eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Gastrointestinal tract. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects See Section 12 for additional Ecological information Target Organ Effects ' Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Respiratory system, Skin Page 1 ! 7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 3. COfVIPOSlTBON/IR4�O�tMAT10iV Oi� ifdGItED1E1NTS Hazardous com onents Com onent CAS-No Weight % ALC RESPIRABLE DUST 14807-96-6 30 - 60 BISPHENOL A TYPE EPDXY RESIN 10 - 30 BISPHENOL A TYPE EPDXY RESIN 67924-34-9 10 - 30 BARIUM SULFATE TOTAL DUST 7727-43-7 5- 10 YLE N E 1330.20-7 6.3104 METHYL ISOBUTYL KETONE 108-10-1 3.9209 ROMATIC HYDROCARBON MIXTURE 64742-95-6 3.2324 1,2,4-TRI M ETHYLBENZEN E 95-63-6 2.3993 1, 3, 5-TRI M ETHYLBENZENE 108-67-8 0.5998 ETHYL BENZENE 100-41-4 0.3638 4. FYEiS'P A9D MEa►SI�RES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. O�rygen or artificial respiration if needed. 5. FIiZE-FIG�fi1Fe1G MEASURES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Aldehydes. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heat/sparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEf�"�"AL itE�.EASE iV1EASURES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilied material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable Page 2 / 7 N-69-0069B - H-B EPDXOLINE II CONVERiER Revision Date: 29-Dec-2009 7. F9QIdDL1PlG AIdD STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/ciothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of ail components. Wash thoroughly after handling. Storage , Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. Extinguish ail flames and pilot lights, and turn ofF stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EX6'OStJ9tE CONi6t0&.S / PERSOIdAL PltOTEGTIOPI Exposure Guidelines Com onent ACGIH TLV OSHA PEL Quebec TWAEV Ontario TWAEV Mexico OEL TWA TALC RESPIRABLE DUST TWA: 2 m/m3 TWA: 2 m!m' TWA: 3 m!m� TWA: 2 m/m' TWA: 2 m/m' BARIUM SULFATE (TOTAL TWA: 10 mglm' TWA: A: 5 mg/m' TWA: 10 TW,4: 10 ppm TWA: 5 TVVA: 10 mg/m' TWA: 0.5 mg/m' DUST 0.5 m Im' m/m' TWA: 15 m/m' m TWA: 0.5 m/m' XYLENE TWA: 100 ppm STEL: TWA: 435 mg/m' TWA: TWA: 434 mg/m' TWA: TWA: 100 ppm TWA: TWA: 435 mg/m' TWA: 150 ppm 100 ppm STEL: 150 100 ppm STEL: 150 435 mgfm' STEL: 150 100 ppm STEL: 150 m STEL: 655 m/m' m STEL: 651 m!m' m STEL: 650 m/m' m STEL: 655 m/m' METHYL ISOBUTYL TWA: 50 ppm STEL: 75 TWA: 205 mg/m' TWA: TWA: 205 mg/m' TWA: TWA: 205 mg/m' TWA: TWA: 50 ppm TWA: KETONE ppm 50 ppm STEL: 300 50 ppm STEL: 307 50 ppm STEL: 75 ppm 205 mg/m' STEL: 307 mg/m' STEL: 75 ppm mg/m' STEL: 75 ppm mg/m' STEL: 75 ppm TWA: 100 ppm TWA: 410 m /m' 1,2,4-TRIMETHYLBENZENE TWA: 25 ppm TWA: 25 ppm TWA: TWA: 25 ppm TWA: TWA: 125 mg/m3 TWA: 123 mg/m' 123 mg/m' 25 ppm STEL: 170 m /m' STEL: 35 m 1,3,5-TRIMETHYLBENZENE TWA: 25 ppm TWA: 25 ppm TWA: TWA: 25 ppm TWA: TWA: 125 mg/m' TWA: 123 mglm' 123 mg/m' 25 ppm STEL: 170 m /m' STEL: 35 m ETHYL BENZENE TWA: 100 ppm STEL: TWA: 435 mg/m' TWA: TWA: 434 mg/m' TWA: TWA: 100 ppm TWA: TWA: 100 ppm TWA: 125 ppm 100 ppm STEL: 545 100 ppm STEL: 125 435 mg/m' STEL: 125 435 mg/m' STEL: 125 m!m' STEL: 125 m m STEL: 543 m/m' m STEL: 540 m/m' m STEL: 545 m!m' Engineering Measures Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves If spiashes are likely to occur, wear Goggles. Use only with adequate ventilafion. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during appiication and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. P�fVSICAL �►I�D Ct�9EMICAB. PROP�RTIES Flash Point Boiling PoinURange Upper Exposure Limits Lower Exposure Limits 27°C / 80.0°F 114 - 142°C / 237.0 - 288.0°F No information available No information availabie Page 3/7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 9. P9�IYSlCAL AND CHEMICAL PROP�RTIES Evaporation Rate No information available Vapour Pressure No information available Vapour Density No information available Specific Gravity 1.45040 Density 12.06953 VOC Content (ibs/gal) 2.119 % Volatile by Weight 17.5600 % Volatile by Volume 29.8580 '10. STABILlTY A�►fD REACTIVI'6'Y Chemical stability Stable. Conditions to Avoid Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Amines. Reactions Heat, flames and sparks. Am ines. None under normal processing 11. 'g'03(lCOLO%BCAL �Pd�OR9Nr4'�60P8 Acute Toxicity Component Information Irritation Corrosivity Sensitization Chronic Toxicity No information available No information availabie No information available Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available Teratogenicity No information available Target Organ Effects Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Respiratory system, Skin. Endocrine Disru tor Informatlon No information available Component EU - Endocrine Disrupters EU - Endocrine Disruptors - Japan - Endocrine Disruptor Page 4/7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 12. ECOLOG9CAL IPl�ORMATIOt� Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Fiea TALC (RESPIRABLE DUST) LC50> 100 g/L Brachydanio rerio 96 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mglL 24 h EC50 = 3.82 mg/L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mg/L Oncorhynchus mykiss 96 h LC50= 16.1 mg(L Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h METHYL ISOBUTYL EC50 = 400 mg/L 96 h LC50= 505 mg/L Pimephales EC50 = 79.6 mglL 5 min EC50 = 4280.0 mg/L 24 h KETONE romelas 96 h EC5Q = 170 m/L 48 h ROMATIC HYDROCARBON LC50= 9.22 mg/L EC50 = 6.14 mg/L 48 h MIXTURE Oncorh nchus m kiss 96 h 1,2,4-TRIMETHYLBENZENE LC50= 7.72 mg/L Pimephales EC50 = 6.14 mglL 48 h romelas 96 h 1,3,5-TRIMETHYLBENZENE LC5D= 7.72 mg/L Pimephales EC50 = 50 mg/L 24 h promelas 96 h LC50= 3.48 mg/L Pimephales promelas 96 h ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mglL EC50 = 9.68 mg/L 30 min EC50 9.8 - 2.4 mg/L 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mg/L Pimephales promelas 96 h LC5D= 150.0 mg/L Lepomis macrochirus 96 h LC50= 4.2 mg/L Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mg/L Poecilia reticulata 96 h 13. DISPOS�IL CONS9DE�1'90I�lS Waste Disposal Methods Keep container tightly closed. If spilled, contain spilied material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with locai, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal 14. TitAB�9SP09tT IfdPOI2flflA'�'fOP! DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transpo�tation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 15. REGdILATORY Itd�ORIVIAiBO� International Inventories TSCA Compiies DSUNDSL Compiies EINECS/ELINCS Does not Comply Page 5/7 N-69-0069B - H-B EPDXOLINE II COiVVERTER CHINA Does not Comply ENCS Does not Comply KECL Does not Compiy PICCS Does not Comply AICS Does not Comply Clean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE METHYLISOBUTYLKETONE ETHYLBENZENE U.S. Federal Regulations SARA 313 SARA 311/312 Hazardous Categorization Chronic Health Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Revision Date: 29-Dec-2009 Component CWA - Reportable CWA - Toxic Poilutants CWA - Priority Pollutants CWA - Hazardous Substances Quantities XYLENE 1001b X ETHYL BENZENE 1000 Ib X X X CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals`. Com onent CAS-No Californla Pro . 65 ETHYL BENZENE 100-41-4 Carcino en State Right-to-Know Com onent Massachusetts New Jerse Penns Ivania lliinois Rhode Island TALC RESPIRABLE DUST X X X X BARIUM SULFATE (TOTAL X X X X DUST Page 6 I 7 N-69-0069B - H-B EPDXOLINE II CONVERTER Revision Date: 29-Dec-2009 Other International Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlied Products Regulations (CPR) and the MSDS contains all the information requfred by the CPR. WHMIS Hazard Class B2 Flammable liquid D2A Very toxic materials � � — e Legend NPRI - National Poliutant Release Inventory '��. �'C�-I�Et If1lFOBthl1A'�IAtd Revision Date: 29-Dec-2009 Revision Summary No information available HMIS Health 0 Flammability 0 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowiedge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End oF MSDS Page 7 / 7 6Q1911t DBOIIPfIOK WlrViION USA6E fOlORS FlNISII SPEUAL QIIAIJR(d710NS PFAIFORMAl1� 0lIIQUI Cycloaliphatic Amine Epoxy Versatile coating applies up to 10 mils per coat on steel or concrere. Protects in immersion, salt spray and chenvcal exposures. Superior abrasion- and stain-resistance. Primer: 1211 Red. Topcoat: Refer to Tnemec Color Guide. Note: Epoxies chalk with extended eeposure to sunlight. lack of vencilatioq incomplete mi�cing, miscacalyzadon or d�e use of heaters Uiat emit carbon dioeide and carbon monoxlde during application and initial stages oE curing may cause yellowing to occur. Senu-glass. GloSs can vary with texture, porosity of suhstrate and thickness of fIlm. Conforms ro the performance requirements oF A\GWA C 210 (not for potable �vater contac[). Extensive test ciata available. Contact your Tnemec representative for specific test resul[s. PRIA195 Stee1 SeIF-prinung or Series 66, 169, L69F, v69, N69F, V69, v69F, 90E-92, 90-97, 90G-1K97, 161 Concnete: Self-prinung or Series 215, 218. CMU: Self-piimu�g or Series 130, 217, 218 �P((lA�$ Series 66, L69, L69F, N69, N69F, v69, V69F, 73, 104, 10;4, 1074U, 1075, 1075U ReFer [o COLORS on applicable topcoat clata sheets for additional inCormation. No6e: \Ghen topcoating �vith Endura-Shield polyurethane Finish, excerior exposed Series 104 has the following masimum time ro recoar. Series 73, 1074, 1074U, 1075 or 1075ti, 60 days. If this [ime is exceeded, an epoxy intermediare mat or scarifica[ion is requ'ued before [opcoating, Refer to appropriate topcoat daca sheet for additional information. SIFa CONatEfE �� t�n w�n� nuwa�n� , I� � row►� souos AECOAIMFlIDm DfT NRIH6 TIME Y011illf OR611t11t COMPOUMDS NAPS n�Eo�nuu covQuse NUMBBt Of COHPONBf15 PAQUl61N6 NETWE16Nt PER 6A110q STORAGEiFi,IP9iANRE iEMPERANAE RBISfAN� SHFiF LIf� FiASH POINf - SEiA HEILLTH � SAF�iI' Immaslan Service: SSPGSPIO/NACE 2 Near ��'hi[e I31ast Cleaning with a minimum angular anchor profile of 2.0 mils Nondmmetsion Service: SSPGSP6/NACE 3 Conmiercial Blast Cleaning �vith a minimum angular anchor proFile of 2.0 mils Allow ne�v concrete to cure for 28 days. Abrasi��e blase referencing SSPGSPI3/NACE 6, ICRI-CSP3-5 SurFace Preparation of Concrece and "I'nemec's Surface Preparation and Application Guide. Allo�v mottar to Nre for 28 days. Level pro[rusions and mor[ar spalter. Imme:sion Service: ScariFy the surface before topcoating if the Series 66, L69, L69F, N69, N69F, V69, V69F, 104 or 161 prime coat has been exrerior exposed For 14 days or longer. hlus[ bc clean, dry and iree oF oil, grease, chalk and other contaminants. 82.0 t 2.0°� (mixed) t 4A to 10.0 mils (100 to 25> microns) per coa[. Note: Number of coats and [hickness requirements will vary with substrare, applicacion method and exposure. Contact your'1'nemec representative. T To iiaadle To Recoat Immesslon 6 hours a[ 4.0 mils 75°F (24°C) C100 microns) DFT 16-18 hours 7 days 10 hours at 10.0 ntils (2» microns) DFT Curing time varies �vi[h surFace temperature, air movement, hunudity and Fitm [hickness. EPA �Iethod 24 t U++th�+++�• U.80 lbs/gallon O6 grams/live) 1�taned 1096 QTo. 2 Thinner): 1.92 Jbs/gallon (230 grams/licre) ' Thinned 10%QTo. 49'�): 0.801bs/gallon (96 grams/live) Uathlaned: 1.60 lbs/gal solids 'll�laned 1096 QVo. 2'lbinaer): 2.50 Ibs/gal solids TLlnned 1096 �To. 49'Phinna): 1.60 ]bs/gal solicis 1,315 mil sq ft/gal (32.3 m�/L at 25 microns). See APPLICATION for coverage rates. i Two: Part A(amine) and Patt B(epory) 5 gallon (18.9L) pails and 1 gallon (3.79L) carvs — Order in multiples oF 2. 14.70 t 0.25 ]bs (C.67 t.11 kp� (mi�ced) t �blinimum 20°F (-7°C) ,�laximum 120°F (49°C) For optimum application properties, material temperature mus[ be above 60°F (16°C) prior to application. (Dry) Continuous 2>D°F (121°C) Intermittent 27j°F (13�°C) Pazt A: 24 mondu; Pan B: 12 months at recommended storage tempera[ure. Pan A�C Part B: 81°F (27°C) Paint products contain chemirdl ingredients �vhich are considered hazardous. Read container label warning and bia[erial Safery Dara Sheet for im rtant health and safety information prior to the use of this product. Seep out of the reach �cl�ildren. OO Novem6er 04, 2010 b Tnemec Co., Ii1C. Published technical data and inswctians are subjett ro change wi[hout naGce. 1he online cat�log at �nvw.memecmm page 1 of 2 y should he referenced for the mos[ cuaent technical dam and inswctions or you may mntatt your Tnemec represen4�five for curtent �echnical dscl and inswcoons. PRODUQ DATA SHEET H.S. EPDXY � SERIES 104 �� kUXIN6 iHINqIN6 �� aeeuunoa �ouie�err Allow for overspray and surface irregularities. Film chickness is rounded co che nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affecc coadng perfomiance. t Power mi�c coc�tents of each container, making sure no pigment remains on che bottom. Pour a measured amoun[ oF Part B in[o a cican container large enough to hold both mmponents. Add an equal volume of Parc A to Part B while under agita[ion. Continue agitation until the t�vo componencs are thorougtily mixed. Do not use mLYed marerial beyond pot life limits. Note: Roth components must be above 60°F (16°C) prior ro mixing. Jiizing rauo is one to one by volume. A large volume oF inaterial wtll set up quickly if not applied or red�ced in volume. Cautlon: Do not reseal maed matedaL An e:plosion haracd snay be aeateci. Use Yo. 2 Thinner. For aic spray, airless spray or roller, ttun up co 10°u or 3/4 pin[ (380 mL) per gallon. Thin up [0 10% or 3/4 pint (380 mL) per gallon �vith No. 49 Thinner when required by air pollutlon regulations. 2 1/2 hours at 60°F (16°C) 2 hours at 77°F (25°C) 1 hour a[ 100°F (38°C) Gun � Fluid Tip Air Cap � Air Hnse ID � MaYI Hose ID �O� I Pot Pressux� DeVilhiss JGA I 5/16" or 3/8" I 3/8" or 1/2" 76� or 704 (9.5 or 12.7 <7.9 or 95 mm) ,,,,,,� Low [emperatures or longer lioses reyuire higtier pot pressure. 60-90 psi I 10-20 psi (4.2-6.2 bar) (0.7-1.4 bar) OA15"-0.021^ � 3000-3300 psi � 1/4^ or 3/8" SURFA�iFA1PHlANAE Qfilxue 60 mesh Use appropriate tip/atomizing pressure for equipment, applica[or [echnique and �veather conditions. Note: Applicacion over inorganic zino-ricli pruners: Apply a�vet mist coat and allo�v tiny bubbles to Form. \Ghen bubbles disappear in 1 to 2 minu[es, apply a full �vet coac ac specified mil thickness. Roller: Roller application optional when environmental resvic[ions do not allow spraying. lise 3/8" or 1/2° (9.5 mm [o 12J mm) synthetic �voven nap covers. Note: Two o� more coats may be required ro obtain recommended film thicknesses. B[ush: Recommended for small areas only. Llse high qitality natural or rynthetic brisde brushes. Note: 1'�vo or more coats may be rcyuired to obtain recommended film thicknesses. bfinimum 60°F (16°C) Nfaximum 135°F (57°C) T}ie surfam should be dry and a[ least 5°F (3°C) above the de�v point. Coating will not cure below minimum sur(ace temPerature. Flush and clean all equipment inm�ediately after use witli die reconunended thinner or aylol. t Vatues mayvatywith color. W'dRRA1V"I1 & LL�I7CATiON OF SELLER'S I.IABIL[TY: Eaemec Company, Inc. warr r.ts only ttu[ its coatlngs cepresen[ed herein meet the formulation standards of Tr.emec Company, Irx. THE WARRANTY DFSCRIBm 1N THE ABOVE PARAGHAPH SkiAll HE I;! LIEU OF ANY OTFffR WARRANCY, EXPAESSED OR A1PL1£D, [NCLliDLYG HLT�NOT LL�fITED TO, Ai�IY I�IPLIED WARIL4'Vh' OF MERC}iANI'ABII.ITY OR fl7\'ESS FOR A PAAliCULA1i PC7IPOSE'I'HERE AAE NO WARRANI[ES 11iAT EC'['END BEYOND TI-IE DESCRiPT[ON ON TFIE FACE HEREOF. The buyets sde and exdusive remedy� agalns[ Tnemec Compmy, Inc. shall he for replamment of the produtt in the event a defective mndi[ion oF the produtt should be Cound ro exBt and the esdusive �emedy shafl nut have (ailed iu esscnGal pu�pcue as long as Tnemec is willing tu p�ovide comparable zeplacemene pmduct to the buyer. NO OTIiER REN�DY ([NCWDI� 1G, BLTC NOT La11TED TO, 1VCiI]ENI'AL OR CONSEQUF.NTIAL DAMACFS FOR LOST PROFITS, LOST SALES, INJUE2Y TO PF.RSO`7 OR PROPER7'1', EYVIRONMENTAL INJURfES OR ANY 07HER I�CI➢E.�f['AL OR CONSEQUEN77A1. LOSS) SHAI.I, BE AVAII,ABLE TO 7'FIE BUYF,R. TechNcal and application inFormation herein is pmvided (or the pufpose of esmblishing a genersl profile of the coating and proper coadng application procedures. Test pedormance results were obmined In a con�rolled enviromnenl and Tnemec Compony makes no c1�im that these teses or any other tesa, accur�tcly reoresent all enviro�mens. As applitation, enduonmenm! and desi¢n fattors can voev si¢nifir.tn�v. due cve should be ezercised in rhe sekction and use of the matine. �O November 04,1010 by Tnemet (o., Inc. PDS104 Page 2 af 2 IVlaterial Safety Data Sheet Preparation Date: 30-Dec-2009 Revision Date: 29-Dec-2009 Revision Number: 0 1. P6tODd1C7' AP9D COMPAPIY IDEI�lYlFICAT10�1! Product Code Trade.Name Contact Manufacturer Emergency Telephone Number F104-11 WHA H.S. EPDXY WHITE Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. aIAZARDS IDEWTIFiCAT10Pl ER! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. CAUSES SKIN AND EYE BURNS. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Causes burns. Causes burns. May cause sensitization by skin contact. Irritating to respiratory system. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Centrai nervous system. Gastrointestinal tract. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additional Ecological information Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin Page 1 / 7 F104-11WHA - H.S. EPDXY WHITE Revision Date: 29-Dec-2009 3. COMPOSITION/INFORMA�IOP! Old It�GREDlEP�'9'S Hazardous Com onents Com onent CAS-No Wei ht °/a BARIUM SULFATE TOTAL DUST 7727-43-7 30 - 60 ITANIUM DIOXIDE. TOTAL DUST 13463-67-7 10 - 30 MODIFIED CYCLOALIPHATIC POLYAMINE 68609-08-5 5- 10 YLEN E � 33a2o-� 7.8564 BENZYL ALCOHOL 100-51-6 7.7888 ALC RESPIRABLE DUST 14807-96-6 5- 10 ETHYL BENZENE 100-41-4 1.8472 MORPHOUS SILICA 7631-86-9 1- 5 LUMINUM OXIDES 1344-28-1 1- 5 4. FIi2ST A9D MEASUQtES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FIRE-FIGFIT61dG MEASURES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Aldehydes. Nitric acid, nitrosamine. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from h�at/sparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEf�TAL RELEASE MEASIDRES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and uriused contents in accordance with local, state and federal regulations. Not applicable Page 217 F104-11WHA - H.S, EPDXY WHITE Revision Date: 29-Dec-2009 7. HAMDLIPIG AfdD ST06ZAGE Handiing . Close container after each use. Avoid contact with skin, eyes and ciothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSl192E CO�dTROLS / PERSOMlAl. PROTECT901� Exposure Guidelines Engineering Measures Personal Protective Equipment Skin Protection Eye/face Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves Goggles. If splashes are likely to occur, wear face-shield. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates'vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handie in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. Pa1VSICA�. AIdD CHEM9CAL PROPERTYES Flash Point Boiling PoinURange Upper Exposure Limits Lower Exposure Limits Evaporation Rate_ VapourPressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) % Volatile by Weight % Volatile by Volume 27°C / 81.0°F 135 - 142°C / 275.0 - 288.0°F No information available No information available No information available No information available No information available 2.17264 18.07959 1.911 10.5670 26.0250 Page 3 / 7 F104-11WHA - H.S. EPDXY WHITE Revision Date: 29-Dec-2009 10. STABILITY APID REACTIVITV Chemical stability Incompatible Products Stable. Strong oxidizing agents. Bases. Acids. Metals . Hypochlorites. Peroxides. Conditions to Avoid Possibility of Hazardous Reactions Heat, flames and sparks. Epoxy constituents. None under normal processing 11. 40XICOLOGICAL IPBFOCZMATIOPI Acute Toxicity Component Information Irritation No information available Corrosivity No information available Sensitization No information available Chronic Toxicity Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Endocrine Disruptor Information No information available No information available No information available No information available Blood, Central nervous system, Centrai Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Lungs, Respiratory system, Skin. No information available 12. ECOLOGICAL INFORMAiIOP! Ecotoxicitv Page 4 ! 7 F104-11WHA - H.S. EPDXY WHITE Revision Date: 29-Dec-2009 Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mg/L 24 h EC50 = 3.82 mg/L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mg/L Oncorhynchus mykiss 96 h LC50= 16.1 mg/L Lepomis macrochirus 96 h LC50= 26.7 mg/L Pimephales promelas 96 h BENZYL ALCOHOL EC50 = 35 mg/L 3 h LC50= 460 mg/L Pimephales EC50 = 63.7 mg/L 5 min EC50 EC50 = 23 mg/L 48 h promelas 96 h LC50= 10 mg/L = 63.7 mg/L 15 min EC50 = Lepomis macrochirus 96 h 71.4 mg/L 30 min EC50 = 50 m !L 5 min TALC (RESPIRABLE DUST) LC50> 100 g/L Brachydanio rerio 96 h ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mg/L EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mglL 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mglL 24 h LC50= 9.09 mg/L Pimephales promelas 96 h LC50= 150.0 mg/L Lepomis macrochirus 96 h LC50= 4.2 mglL Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 h LC50= 9.6 mg/L Poecilia reticuiata 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h 13. DBSPOS�►L COI�SIDERATIOPIS Waste Disposal Methods Contam inated. Packaging Keep container tightiy closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. '9'I2AFISPORT IN�06tMA7'IOP! DOT Ground Transportation Only. Cali TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 � 15. �iEGIJL�►�'ORY IY�IFORMATIOB� International Inventories TSCA DSIJNDSL EINECS/ELINCS CHINA ENCS KECL . PICCS AICS Complies Complies Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Does not Comply Clean Air Act, Section 112 Hazardous Air Poilutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE ETHYLBENZENE Page 5 / 7 F104-11WHA - H.S. EPDXY WHITE U.S. Federal Regulations SARA 313 Revision Date: 29-Dec-2009 Component CAS-No Weight % SARA 313 - Threshold Values XYLENE 1330-20-7 7.8564 1.0 ETHYL BENZENE 100-41-4 1.8472 0.1 SARA 311/312 Hazardous Categorization Chronic Health Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Component CWA - Reporta6le CWA - Toxic Pollutants CWA - Priority Pollutants CWA - Hazardous Substances Quantltles XYLENE 100 ib X ETHYL BENZENE 1000 Ib X X X CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-No California Pro . 65 ETHYL BENZENE 100-41-4 Carcin en State Right-to-Know Com onent Massachusetts � New Jerse Penns Ivania lllinois Rhode Island BARIUM SULFATE (TOTAL X X X X DUST TITANIUM DIOXIDE (TOTAL X X X X DUST XYLENE X X X X X BENZYLALCOHOL X X TALC RESPIRABLE DUST X X X X ETHYLBENZENE X X X X X AMORPHOUS SILICA X X ALUMINUM OXIDES X X X X Other international Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. Page 6 / 7 F104-11WHA - H.S. EPDXY WHITE WHMIS Hazard Ciass 62 Flammable liquid D2A Very toxic materials E Corrosive material �ya -�" .�~ � , � ._ Legend NPRI - National Pollutant Release Inventory Revision Date: 29-Dec-2009 16. O'�'FlE6t INFOItMA'YIOiV Revision Date: Revision Summary HMIS 29-Dec-2009 No information available Health 0 Flammability 0 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and shoufd be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. . End of MSDS Page 7 / 7 IViaterial Safety Data Sheet Preparation Date: 20-Jan-2010 Revision Date: 20-Jan-2010 Revision Number: 0 1. PFtODUC�' A1dD COMPAPIV IDEPITI�ICAT101V Product Code Trade Name Contact Manufacturer Emergency Telephone Number F104-01046 H.S. EPDXY CONVERTER Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. 9i�►ZARDS IDERITIFICATION ER! FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Moderately irritating to the eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May be harmfui if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Gastrointestinal tract. Kidney disorders. Liver disorders. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additionai Ecological information Blood, Central nervous system, Centrai Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Respiratory system, Skin Page 1 ! 7 F104-01046 - H.S. EPDXY C�NVERTER Revision Date: 20-Jan-2010 3. COMPOSOTION/INFORMAYIOPO ON IPlGREDIEMlTS Hazardous Components Component BISPHENOL A TYPE EP( TALC (RESPIRABLE DU: EPDXY RESIN XYLENE ETHYLBENZENE CAS-No 14807-96-6 171263-25-2 1330-20-7 100-41-4 Weight % 30 - 60 30 - 60 5-10 6.2949 1.3642 4. FIRST AID MEASU�tES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FIRE-FIGBiTIF�G MEASIJRES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Aldehydes. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from headsparkslopen Flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEi1!'H'AL RELEASE MEASUitES Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable Page 2 / 7 F104-01046 - H.S. EPDXY CONVERTER Revision Date: 20-Jan-2010 7. HANDLIIdG AND STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labeis and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Use only in an area containing flame proof equipment. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSIlE2E COPlTR09.S / PERSONAL P920'�ECYlOtd Exposure Guidelines Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves If splashes are likely to occur, wear Goggles. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or dizziness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 5. PIiY�9CiAL AND CF9EM9CAL P9aOPECt46ES Flash Point Method Boiling PoinURange Upper Exposure Limits Lower Exposure Limits Evaporation Rate VapourPressure Vapour Density Specific Gravity Density VOC Content (Ihs/gal) % Volatile by Weight % Volatile by Volume 27°C / 81.0°F Pensky Martens - Closed Cup 135 - 142°C / 275.0 - 288.0°F No information available No information available No information available No information available No information available 1.34065 11.15626 .865 7.7480 11.9204 Page 3 ! 7 0 F104-0104B - H.S. EPDXY CONVERTER Revision Date: 20-Jan-2010 10. ST/�►�eLl'�'Y APlD REACTlVITY Chemical stability Stable. Conditions to Avoid Incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Amines. Reactions Heat, flames and sparks. Am ines. None under normal processing 11. TOXICOLOGICAL IPlFORMATIOPV Acute Toxicity Component Information Com onent XYLENE ETHYLBENZENE Irritation Corrosivity Sensitization Chronic Toxicity Mutagenic Effects Reproductive Effects Developmental Effects Teratogenicity Target Organ Effects Ecotoxicity 4300 mg/kg ( Rat ) No information available No information available No information availabie 1700 mg/kg ( Rabbit ) � 47635 mg/L ( Rat ) 4 h 5000 ppm ( No information available No information available No information available No information available Blood, Central nervous system, Central Vascular System, Gastrointestinal tract, Eyes, Kidney, Liver, Respiratory system, Skin. Com onent Freshwater AI ae Freshwater Fish Microtox Water Fiea TALC (RESPIRABLE DUST) LC50> 100 g/L Brachydanio rerio 96 h XYLENE LC50= 13.4 mg/L Pimephales EC50 = 0.0084 mg/L 24 h EC50 = 3.82 mg/L 48 h LC50 promelas 96 h LC50= 8.05 = 0.6 mg/L 48 h mg/L Oncorhynchus mykiss 96 h LC50= 16.1 mg/L Lepomis macrochirus 96 h LC54= 26.7 mglL Pimephales promelas 96 h Page4/7 12. ECOLOGGCAL IP1FOBtMAT90Id F104-0104B - H.S. EPDXY CONVERTER Revision Date: 20-Jan-2010 Com onent Freshwater AI ae Freshwater Flsh Microtox Water Flea ETHYL BENZENE EC50 = 4.6 mg/L 72 h EC50 > LC50= 14.0 mglL EC50 = 9.68 mg/L 30 min EC50 1.8 - 2.4 mg/L 48 h 438 mg/L 96 h Oncorhynchus mykiss 96 h EC50 = 96 mg/L 24 h LC50= 9.09 mg/L Pimephales promelas 96 h LC50= 150.0 mg/L Lepomis macrochirus 96 h LC50= 4.2 mg/L Oncorhynchus mykiss 96 h LC50= 32 mg/L Lepomis macrochirus 96 h LC50= 48.5 mg/L Pimephales promelas 96 ` h 1.C50= 9.6 mg/L Poecilia reticulata 96 h 13. DISPOSAB. CONSIDERATIONS Waste Disposal Methods Contaminated Packaging Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Empty containers should be taken for local recycling, recovery or waste disposal 14. TitAidSPOR7 IPlFORMATION DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 15. 1t�GULATORY IId�ORMATIOM International inventories TSCA DSL/NDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS Complies Does not Compiy Does not Comply Does not Comply Does not Compiy Does not Comply Does not Comply Does not Comply Clean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component XYLENE ETHYL BENZENE ., U.S. Federal Regulations SARA 313 Component CAS-No Weight % SARA 313 - Threshold Values XYLENE 1330-20-7 6.2949 1.0 ETHYL BENZENE 100-41-4 1.3642 0.1 SARA 311/312 Hazardous Categorization Page 5 ! 7 F104-0104B - H.S. EPDXY CONVERTER Chronic Health Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Revision Date: 20-Jan-2010 Component CWA - Reportable CWA - Toxic Pollutants CWA - Priority Pollutants CWA - Hazardous Substances Quantities XYLENE 100 Ib � X ETHYL BENZENE 1000 Ib X X X CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: Com onent CAS-No California Pro . 65 ETHYL BENZENE 100-41-4 Carcino en State Right-to-Know Other International Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class B2 Flammable liquid D2A Very toxic materials � � • Legend NPRI - National Pollutant Release Inventory '!6. O'TF@ER 1�!!�Ol2Mt�'Tl�P! Page 6 / 7 F104-0104B - H.S. EPDXY CONVERTER Revision Date: 20-Jan-2010 16. OTHER IN�ORMAYION Revision Date: ' 20-Jan-2010 Revision Summary No information available HMIS Health 2 Flammability 3 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part,1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suita6ility of any material is the sole responsibility of the user. All materials may present unknown health hazards and shouid be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 7 I 7 6@IfAI[ D�lIPI108 [ON6101i US116E COlARS Fl�ISH se�uauauRunoxs �fO�M� �� Aliphatic Acrylic Polyurethane A coating highly resis[ant ro abrasion, wet condiuons, corrosive fumes and exterior weathering. High build quality combines with projec[ specifie primers for nvo-coat, labor saving sys[ems. Fast curing op[ions are available; see Curing Time below. Product has some appliauions as a d'uec[ to mecal finish. Con[act your Tnemec representa[ive for more details. For additional protection from ultra-violet light, Series 1075U is available. NOT FOR IIvIIv1ERSION SERVICE. Refer to Tnemec Color Guide. Note: Cerrain colors may require mulciple coars depending on method of application and finish coa[ color. When feasible, the preceding coat should be in the same color family, but noticeably dif%rent. Semi-gloss Series 1075 meets d�e requiremenrs of SSPG36 Paint Standard. Con[act your Tnemec represenrative for specific [est results. �I�i$ Steel: Series 1, 20, FC20, 27, 66, L69, L69F, N69, N69F, 90-97, 91-HzO, 94-H2O, 104, 135, L140, L140F, N140, N140F, 141, 161, 394, 530 Cralvan�zed Steel and NonFeuous Metal: Series 27, 66, L69, L69F, N69, N69F, 135, 161 Concreie: Series 6C, L69, L69F, N69, NG9F, 84, 104, 161 CM[I: 54�i60, 130. Intennediare coat required. Note: Bcforc topcoating wich Series 1075, Series 530 esterior exposed for more than 24 hours must first be sc•arified or ceceive an in�ennedia[e coa[ of Tnemec polyamide epoxy. Recoat windows for other pruners may apply. See those daca shecG for additional information. ��OA�$ Series 7G, opcional �vhen extended wratherabiliry is desired. J�S(�RfA� Ntust be clean, dry and &ce oF oil, grease and o[her contaminanu. See primer pcoduct data sheet for surCace preparation recommendation. vow�wuu� �coN!+�om o�r N�iN6 TIIAE Curing time varies with surface temperamre, a'u movemen[, humidiry and film thickness. IF coating is exposed to moisture before die applicable cure paramerers are met, dull, Fla[ or spoay appearing areas may develop. Note: For fasrer curing and lo�v-temperature applications, add No. 44-710 Ure[hane Acceleraror; see separare producc data sheet Contact 1'nemec T'echnicaf Services for force curing times and [emperamres. Y01lIIlF ORGANI( (QMPOUNDS EPA Method 24 t Unthinaed Maaimm�m 15% IN� 15% bfaz Qio. 39 ThinJ Rdo.42 ThinJ Qio. 48 1075 1.84 lbs/gal 2.42 Ibs/gal 2.48 ]bs/ga] 2.55 Il (220 ) (290 � ) (z97 ) (305 1075U 2.1616s/gal 2.701bs/gal 2.751bs/gal 2.8311 (25S ) (3z3 ) C330 ) (339 �S iHE0REI1fAl �O�A6E NUMBF3t Of (OMPONBiIi rwoxs �uno PAOfG61MG PART B Maz 15% Mas o. %'i�in.) aio. 63 .94 lbs/eal 254 I 2.27 ll (271 1 Gallon Kit � 1 Qallon pail � 1 pint ran � 1 OO June 10� YO� O by T00018( C0. IO[. �blished technical data and inswaions arc subjea to ch�nge wi[hout noUce. The onllne cata�og at mnv.[nemeccom page 1 of 2 � should be reFerenced for the most currcnt ter.hnical cL�ta and 'visnuctio�ss or you may con[ac[ your Tnemec represenu[ive for currcnt technic�l data and inswcuans. 71 t 2.0% (ntiYed) t 2A tn S.D mils (50 to 125 microns) per coat. Note: Number of coats and thickness requirernenes will vary �vi[h substnte, applicacion mechod and exposure. Contact your Tnemec representative. 1,132 mil sq FVgal (27.8 mz/L at 25 microns). See APPL[CA170N for coverage races. t T�vo: Part A and Part B By volume: Eight (Part A) to one (Part B) PRODUCT DATA SHEET ENDURA-SHIELD° II � 1075 � 1075U qEf MlB6HI P9t 6AL10l1 Si0RA6E1�IP0GN�E 1fA1PkFANRE RBISfAlI� $NQf LIF� FiASH POIMi • SETA NFALIH E� SAFEIT t0Y9lA6E RATB NIXIN6 1NINlI(N6 rar u� aeruunon �me�xr SURFA� iHAP9lANRE 11.84 t 0.25 1bs (5.37 t.11 kp� t '�linimum 20°F (-7°C) Maximum 110°F (43°C) (Dry) Continuous 250°F (121°C) Intemiitten[ 275°F (135°C) Part A: 24 months; Patt B: 12 months at recommended s[orage [emperature. Part A: 95°F (35°C) Part B: 135°F (57°C) Paint products contain chemical ingredients which are considered hazardoas. Read container label �varning and Material Safery Data Sheet for impor[ant health and safety inFormation prior to die use of this product. Seep out of the reacb of cbildrea. Note: Can be spray applied at 3A to 5.0 mils (T> to 125 microns) DFT per coat �vhen exva protection or the elimination of a coat is desired. Allow for overspray and surface irregulari[ies. \'�et film thickness is rounded ro the nearesc OS mil or 5 microns. Application of coating below minimum or above maximum ceconunended dry flm thicknesses may adversely affect coa[uig perfoanance. } 5[ir conten[s oE d�e con[ainer marked Part A, making sure no pigment remains on the bottom. Add the contencs oF the can marked Part B ro Parr A�vhile under agitacion. Concinue agitacion until the m�o components are thoroughly mLred. When i�sed with 44-710 Urethane Accelera[or, first blend 44-710 inco Pait A under agitatio�; concinue as above. llo noc use mixed niarerial beyond pot liFe limits. CaWion: Part B Is moLsWta-sensidve and wlll react wt[h atma5pheflc molsptte. Um�sed matedal must be kept tighdy closed at aIl tlmes. For air or aidess spray, thin up to 15% or I 1/4 pints (>70 mL) per gallon �vi[h No. 42 Thinner if temperatures are befow 80'F (27°C), use \o. 48 Thinner for temperatures above 80°F (27°C). For brush and roller, thin 15% or 1 1/4 pints (570 mIJ per gallon wich No. 39 or No. 63 Thinner. \�here lower VOC is required for air or a'vless spray, brush or roller application, thin up ro 15°0 or 1 1/4 pints (570 mL) per gallon wich �'o. 5G 1'hinner. Note: Thinning is required for proper application. Caution: Do not add thinnez if more thaa 30 minutes bave elag.sed after ml�ng. Note: Up to 15% per gallon of No. 63 7'hinner can he used when Series 1075 is used as an intermedia[e coat. 1 1/2 hours at 75°F (24°C) unthinned 2 hours at 75°F (24°C) thinned QiANUP Flush and clean all equipmen[ immediacely aker use with the cecommended dzinner or MEK. t Values may vazy wkh cdor. �GAItRAN'[Y Re LL�iTAT[ON OF SELLER'S llAB11.17Y: Tnemec Compony, Inc �vamants only tha[ ics toatings rcpresented hereln meet Ihe fortnul�tion st�nd�rds of Tnemec Company, Inc. hIE WARRANTY DFSCRIBED L`! THE !�BOVE PAR.4GRAPH SHALL BE IY LiEU OF e��]Y OTHER l�.\RItAMY, EXPRESSED OR IMPLiED, INCLUDING BUI' YOT LUIITED TO, ANY 4\7P� �n WARRANiY OF hIERCHANTABILI7Y OR FITVF_SS FOR A PART[CUL11i PURPOSE. THERE ARE NO WARRANI'IF.S TfiAT E.l-I'END BEYOND THE DESCRIP7IOV ON TFIE FACE HF.RF.OF. The buyer's wle and exdusive remedy against Tnemec Company, Inc. shall be Cor replacement of the produa In [he event a defecqve mndieion of the produ<t should tx found m e:cist and the esdusive remedy stull na have failed its essentlal purpose as long as Tnemec is willing to pmvide mmpar�ble replacemem product to the buyec N70 OTk[LR REMmY (LVCLWING, BUI' YOT LL�(1TID TO, INCIDEYCAL OR CONSEQUEN'IIAL DMiAGES FOR LOST PROFTTS, LOST SALES, [NJURY TO PERSOY OR PROPERTY, ErVIltO[�]MENI'AL INJUR[ES ORluYY OTHER INCIDENCAL UR CONSEQUENfIAL LO55) SHALL BE AVAIIABLE TO 7�1E BLIYER Technical and applicauon infmmatlon herein is provided for �he purpose of establishing a general proFlle of. the matlng and proper coaUng appllca¢on procedums. Test pe�foananm results were oAtained in a controlled envimnment and Tnemec Company makes no tlaim that �hese [eset or any other tests, accuntdy reoresenc ai! environments. As aonlicauon, envGonmental and design haors can vary signi8cantly, due c�re should be exerclsed 1n �he selection and use of the mating. OO lune 10, 2010 by Tnemec (o., Inc. PDS1075 Page 2 of 2 Low remperatures or longer hoses require higher pot pressure. Use appropriate tip/atonuzing pressure for equipment, applicaror technique and wea[her conditions. RoIla: Use 1/4' or 3/$" (6,4 mm or 9.5 mm) synthetic woven nap roller covers. Do not use long nap roller covers. Two coats are required ro obtain dry film thickness above 3.0 mils (75 nucrons). B[ush: Recommended for small area3 only. Use high quality natural or synthetic bristle brushes. Two coacs aze required to obtain reconunended film thickness above 3A nuls (75 microns). btinimum 35°F (2°C) blaximum 120°r <49°C) The surface should be dry and at least 5°F C3°C) above the de�v poinc. Nlaterial Safety Data Sheet Preparation Date: 30-Dec-2009 Revision Date: 29-Dec-2009 Revision Number: 0 1. PFtODUCT AtdD COMPAPIY IDEidTeFICA4101d Product Code Trade Name Contact Manufacturer Emergency Telephone Number 1075-11 W HA ENDURA-SHIELD II WHITE Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. HAZARDS IDE�dTIFICATIOid i�[�31 FLAMMABLE LIQUID AND VAPOR. HARMFUL IF INHALED. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. Potentiai Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Moderately irritating to the eyes. Irritating to skin. irritating to respiratory system. Respirabie crystalline silica (quartz) can cause silicosis, a fibrosis (scarring) of the lungs. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. Cancer hazard. Contains crystalline silica which can cause cancer. (Risk of cancer depends on duration and level of exposure.) See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Skin disorders. Interactions with Other Chemicais Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additional Ecologicai information Centrai nervous system, Eyes, Lungs, Peripheral Nervous System (PNS), Respiratory system, Skin 3. COMPOSITIOPE/INFORMATIOP! OP! BPdGRED1EWiS Page 1 / 7 1075-11WHA - ENDURA-SHIELD II WHITE Revision Date: 29-Dec-2009 3. COMPOSITIOPI/INFORIVIATION ON IPlGREDIEP9TS Hazardous Com onents Com onent CAS-No � Weight % ITANIUM DIOXIDE TOTAL DUST 13463-67-7 10 - 30 CRYSTALLINE SILICA QUARTZ 14808-60-7 16.7727 N-BUTYL ACETATE 123-86-4 8.1134 METHYL N-AMYL KETONE 1�aa3-o s.s�s MORPHOUS SILICA 7631-86-9 1- 5 LUMINUM OXIDES 1344-28-1 1- 5 MORPHOUS SILICA 7631-86-9 1- 5 PROPRIETARY 0 - 10% CRYSTALLINE SILICA QUARTZ 14808-60-7 0.1997 4. FIitST A19 MEASUFi�S Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. _ 5. �iRE-FIGFiTBNG MEASURES Flammable Properties Suitable Extinguishing Media Flammable. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Specific Hazards Arlsing from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heaUsparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDENTAL RELEASE MEAStJRES. Personal Precautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with locai, state and federal regulations. Not applicable Page 2/7 1075-11WHA - ENDURA-SHIELD II WHITE Revision Date: 29-Dec-2009 7. HANDLING AIdD STORAGE Handling Close container after each use. Avoid contact with skin, eyes and clothing. Do not eat, drink or smoke when using this product. If splashes are likely to occur, wear goggles. Wear protective gloves/clothing. Do not burn, or use a cutting torch on, the empty drum. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Storage Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASN FIRE. Use only in an area containing flame proof equipment. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSIJitE CONTROLS / PERSONAL PROTECTIOI�1 Exposure Guidelines Com onent ACGIH TLV OSHA PEL Quebec TWAEV Ontario TWAEV Mexico OEL TWA TITANIUM DIOXIDE (TOTAL TWA: 10 mg/m' TWA: 10 mg/m' TWA: TWA: 10 mg/m' TWA: 10 mg/m' TWA: 10 mg/m' STEL: DUST 15 m/m' 20 m/m' CRYSTALLINE SILICA TWA: 0.025 mg/m' TWA: 0.1 mglm3 TWA: 0.1 mg/m' TWA: 0.10 mg/m3 TWA: 0.1 mg/m� QUARTZ N-BUTYL ACETATE TWA: 150 ppm STEL: TWA: 710 mg/m' TWA: TWA: 150 ppm TWA: TWA: 150 ppm TWA: TWA: 150 ppm TWA: 200 ppm 150 ppm STEL: 200 713 mg/m' STEL: 200 710 mg/m' STEL: 200 710 mg/m' STEL: 200 m STEL: 950 m/m' m STEL: 950 m/m' m STEL: 950 m/m' m STEL: 950 m/m' METHYL N-AMYL KETONE TWA: 50 ppm 7WA: 100 ppm TWA: TWA: 50 ppm TWA: TWA: 25 ppm TWA: TWA: 235 mg/m' TWA: 465 mg/m' 233 mg/m' 115 mg/m' 50 ppm STEL: 465 m /m' STEL: 100 m ALUMINUM OXIDES TWA: 1 mg/m' TWA: 10 mg/m' TWA: 5 TWA: 10 mg/m' TWA: 10 mg/m' TWA: 10 mg/m' ( m /m' TWA: 15 m /m' CRYSTALLINE SILICA TWA: 0.025 mg/m' TWA: 0.1 mg/m' TWA: 0.1 mg/m' TWA: 0.10 mg/m' TWA: 0.1 mg/m' QUARTZ Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especially in confined areas Lightweight protective clothing, Apron, Impervious gloves If splashes are likely to occur, wear Goggles. Use only with adequate ventilation. Do not breathe dust, vapors or spray mist. Ensure fresh air entry during application and drying. If you experience eye watering, headache or diuiness or if air monitoring demonstrates vapor/mist levels are above applicable limits, wear an appropriate, properly fitted respirator (NIOSH approved) during and after application. Follow respirator manufacturer's directions for respirator use. Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. PF9YSICAL AND CHEMICAL PROPERTIES Flash Point Boiling Point/Range Upper Exposure Limits Lower Exposure Limits. Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibslgal) % Volatile by Weight 37°C / 98.0°F 118 - 154°C 1244.0 - 309.0°F No information available No information available No information available No information available No information avaifable 1.50531 - 12.52641 2.216 17.6850 Page 3 / 7 1075-11WHA - ENDURA-SHIELD II WHITE I 9. PHYSICAL AND CFIEMICAL PIZOPER'p'IES � % Volatile by Volume 31.1862 10. STABIL9TY AiVD REAC'i'IVITY Chemical stability Stable. Conditions to Avoid incompatible Products Strong oxidizing agents. Bases. Possibility of Hazardous Acids. Alkalines. Amines. Water, Reactions- alcohols, amines, strong bases, metal components, surface active materials. Caustics. Revision Date: 29-Dec-2009 Heat, flames and sparks. Amines. Reacts with air to form peroxides. None under normal processing 11. '�OXICOLOGICAL IFdF092MA'i'IOM Acute Toxicity Component Information Irritation Corrosivity Sensitization Chronic Toxicity TITANIUM DIOXIDE (fOTAL DUST) CRYSTALLINE S�LICA (QUARTZI CRYSTALLINE SILICA No information available No information available No information available Group 26 Group 1 Group 1 A2 A2 Known Known x X X Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available Teratogenicity No information available Target Organ Effects Central nervous system, Eyes, Lungs, Peripheral Nervous System (PNS), Respiratory system, Skin. Endocrine Disruptor Information No information available Page 417 1075-11WHA - ENDURA-SHIELD II WHITE Revision Date: 29-Dec-2009 12. ECOLOGICAL INFORMATION Ecotoxicity Com onent Freshwater Ai ae Freshwater Fish Microtox Water Flea N-BUTYL ACETATE EC50 = 320 mg/L 96 h EC50 = LC50= 18 mg/L Pimephales EC50 = 70.0 mg/L 5 min EC50 EC50 = 44 mg/L 48 h 674.7 mg/L 72 h promelas 96 h LC50= 100 = 82.2 mg/L 15 min EC50 = mg/L Lepomis macrochirus 96 98.9 mg/L 30 min EC50 = 959 h LC50= 62 mg/L Leuciscus mg/L 18 h idus 96 h METHYL N-AMYL KETONE LC50= 131.0 mg/L Pimephales romelas 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h � rerio 96 h AMORPHOUS SILICA EC50 = 440 mg/L 72 h LC50= 5000 mg/L Brachydani EC50 = 7600 mg/L 48 h rerio 96 h 13. DISPOSAL COIdSIDERA410i�S Waste Disposal Methods Keep container tightly closed. If spiiled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal � 14. TRANSPOItT IWFORM�►TIOP! DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. Proper Shipping Name UN1263,PAINT,3,PGIII,ERG 128 15. REGl1LAT062Y IF�l�ORMATIOf�I International Inventories TSCA Complies DSUNDSL Complies EINECS/ELINCS Does not Comply CHINA Does not Comply ENCS Does not Comply KECL Daes not Comply PICCS Does not Comply AICS Does not Comply U.S. Federal Regulations SARA 313 SARA 311/312 Hazardous Categorization Chronic Heaith Hazard No Acute Health Hazard Yes Fire Hazard Yes Sudden Release of Pressure Hazard No Reactive Hazard No Page 5/7 1075-11WHA - ENDURA-SHIELD II WHITE Revision Date: 29-Dec-2009 Component CWA - Reportable CWA - Toxic Pollutants CWA - Priority Pollutants CWA - Hazardous Substances CERCLA Com onent Hazardous Substances RQs CERCLA EHS RQs N-BUTYL ACETATE 5000 Ib U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: State Right-to-Know Com onent Massachusetts New Jerse Penns Ivania lII(nois Rhode Island TITANIUM DIOXIDE (TOTAL X X X X DUST CRYSTALLINE SILICA X X X X QUARTZ N-BUTYL ACETATE X X X X METHYL N-AMYL KETONE X X X X AMORPHOUS SILICA X X ALUMINUM OXIDES X X X X AMORPHOUS SILICA X X CRYSTALLINE SILICA X X X X QUARTZ Other Internationai Regulations Canada This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Class 62 Flammable liquid D2B Toxic materials � T Legend NPRI - National Pollutant Release Inventory Page 6 / 7 1075-11WHA - ENDURA-SHIELD II WHITE Revision Date: 29-Dec-2009 16. OTI�ER INFORMATIO�+I Revision Date: Revision Summary HMIS 29-Dec-2009 No information available Health 0 Flammability 0 Reactivity 1 Disclaimer For speclfic information regarding occupational safety and heaith standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 7/7 Material Safety Data Sheet Preparation Date: 30-Dec-2009 Revision Date: 29-Dec-2009 Revision Number: 0 1. PRODUCT AND COMP�4PlY IDEPITIFICATION Product Code Trade Name Contact Manufacturer Emergency Telephone Number 1074-1075B ENDURA-SHIELD II CONVERTER Tnemec Company, Inc. 6800 Corporate Drive, Kansas City, MO 64120-1372 800-535-5053 (INFOTRAC) - TNEMEC REGULATORY DEPT: 816-474-3400 2. HAZARDS IDENTIFICATIOW L�l HARMFUL IF INHALED. MAY CAUSE LUNG INJURY. MAY CAUSE ALLERGIC RESPIRATORY REACTION; EFFECTS MAY BE PERMANENT. MAY CAUSE ALLERGIC SKIN REACTION; EFFECTS MAY BE PERMANENT. COMBUSTIBLE LIQUID AND VAPOR. HARMFUL OR FATAL IF SWALLOWED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY CAUSE EYE, SKIN, NOSE, THROAT AND RESPIRATORY TRACT IRRITATION. Potential Health Effects Principle Routes of Exposure Acute Effects Eyes Skin Inhalation Ingestion Eye contact, Inhalation, Skin contact. Moderately irritating to the eyes. Risk of serious damage to eyes. Irritating to skin. May cause sensitization by skin contact. Irritating to respiratory system. May cause allergic respiratory reaction. May be harmful if swallowed. Chronic Effects NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. See Section 11 for additional Toxicological information. Aggravated Medical Conditions Central nervous system. Skin disorders. Interactions with Other Chemicals Use of alcoholic beverages may enhance toxic effects. Potential Environmental Effects Target Organ Effects See Section 12 for additional Ecological information Central nervous system, Eyes, Respiratory system, Skin 3. COMPOSlTION/INFO(tM�►TIOM OP! II�GREDIEfdTS Page 1 / 7 1074-1075B - ENDURA-SHIELD II CONVERTER Revision Date: 29-Dec-2009 3. COMPOSITION/IPIFOPtMATiOPI O(� INGREDIEfVTS Hazardous Components nent ETHYLENE DIISOCYANATE (HDI) UTYLACETATE (,4METHYLENE DIISOCYANATE (HDI} CAS-No 28182-81-2 64742-95-6 123=86-4 822-06-0 0.2 4. FIRST AID MEASURES Eye Contact Skin Contact Ingestion Inhalation Rinse thoroughly with plenty of water for at least 15 minutes. Wash off immediately with soap and plenty of water. If swallowed, do not induce vomiting. Get medical attention immediately. Move to fresh air. Oxygen or artificial respiration if needed. 5. FlEtE-�IGFITIPlG MEASURES Flammable Properties Suitable Extinguishing Media Combustible material. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Contact with water may cause violent frothing. Use: Carbon dioxide (CO2) - Foam - Dry chemical Hazardous Decomposition Products Oxides of carbon, hydrocarbons. Oxides of nitrogen. Hydrogen cyanide. Specific Hazards Arising from the Chemical Thermal decomposition can lead to release of irritating gases and vapours. In the event of fire and/or explosion do not breathe fumes. Protective Equipment and Precautions for Firefighters Use water spray to cool unopened containers. In the event of fire, wear self-contained breathing apparatus. Keep away from heatJsparks/open flames/hot surfaces. May cause heat and pressure build-up in closed containers. Solvent vapors are heavier than air and may spread along floors. Flash back possible over considerable distance. 6. ACCIDEFd'�AL PtELEASE MEASU9tES PersonalPrecautions Environmental Precautions Methods for Cleaning Up Other Information Avoid contact with skin, eyes and clothing. Use personal protective equipment. Remove all sources of ignition. Prevent further leakage or spillage if safe to do so. Do not flush into surface water or sanitary sewer system. If spilled, contain spilled materiai and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with local, state and federal regulations. Not applicable Page 2/7 Weight % 60 - 100 1074-1075B - ENDURA-SHIELD II CONVERTER Revision Date: 29-Dec-2009 7. HANiDLING AND STORAGE Handling Use only with adequate ventilation.Avoid contact with skin, eyes and clothing. Handle in accordance with good industrial hygiene and safety practice. Remove and wash contaminated clothing before re-use. Do not eat, drink or smoke when using this product. When used in a mixture, read the labels and safety data sheets of all components. Wash thoroughly after handling. Sto�age Close container after each use. Keep away from heat, sparks and flame. Use only in an area containing flame proof equipment. Prevent build-up of vapors by opening all windows and doors to achieve cross ventilation. 8. EXPOSURE CONTROLS / PERSONAL PROTECTIOM Exposure Guidelines Engineering Measures Personal Protective Equipment Skin Protection Eyelface Protection Respiratory Protection General Hygiene Considerations Ensure adequate ventilation, especiaily in confined areas Lightweight protective clothing, Apron, Impervious gloves Safety glasses with side-shields INDIVIDUALS WITH LUNG OR BREATHING PROBLEMS OR PRIOR REACTION TO ISOCYANATES MUST NOT BE EXPOSED TO VAPOR OR SPRAY MIST. Do not breathe vapor or spray mist. Wear an appropriate, properly fitted respirator (NIOSH/MSHA approved) during and after application unless air monitoring demonstrates vapor/mist levels are below applicable limits. An airline respirator (TC 19C NIOSH/MSHA) is recommended. A vapor- particulate respirator (TC 23C NIOSH/MSHA) may be appropriate where air monitoring demonstrates vapors are less than ten times the applicable exposure limits and the isocyanate concentration is less than its applicable exposure limit. The use of an air-supplied respirator is mandatory whenever the airborne concentration of isocyanate monomer is unkriown. • Handle in accordance with good industrial hygiene and safety practice. Avoid breathing dust created by cutting, sanding, or grinding. 9. P�IVSICAL AIdD C9�EMICAL PROPER'iIES Flash Point Method Boiling PoinURange Upper Exposure Limits Lower Exposure Limits Evaporation Rate Vapour Pressure Vapour Density Specific Gravity Density VOC Content (Ibs/gal) % Volatile by Weight % Volatile by Volume 57°C / 135.0°F Pensky Martens - Closed Cup 118 - 128°C / 244.0 - 262.0°F No information available No information available No information available No information available No information available 1.12354 9.34955 .935 10.0000 13.9009 Page 317 1074-1075B - ENDURA-SHIELD II CONVERTER Revision Date: 29-Dec-2009 10. STA�ILITY APID REAC�IVITY Chemical stability Incompatible Products Stable. Strong oxidizing agents. Caustics. Water, alcohols, amines, strong bases, metal components, surface active m aterials. Conditions to Avoid Possibility of Hazardous Reactions Heat, flames and sparks. Amines. None under normal processing 11. TOXICOLOGICAL IWFORMA'�ION Acute Toxicity Component Information Com onent LD50 Oral LD50 Dermal LC50 Inhalatlon HEXAMETHYLENE DIISOCYANATE 18500 mglm' ( Rat ) 1 h HDI POLYMER PETROLEUM SOLVENT (NAPTHA) 8400 mg/kg ( Rat ) 2000 mg/kg ( Rabbit ) 52 mg/L ( Rat ) 4 h 3400 ppm ( Rat ) 4h N-BUTYL ACETATE 10768 m/k Rat 17600 m/k Rabbit 390 m Rat 4 h HEXAMETHYLENE DIISOCYANATE 710 mg/kg ( Rat ) 570 mg/kg ( Rabbit ) 0.29 mg/L ( Rat ) 1 h 0.15 mg/L ( Rat HDi MONOMER 4 h Irritation Corrosivity Sensitization Chronic Toxicity Carcinogenicity No information available No information available No information available The table below indicates whether each agency has listed any ingredient as a carcinogen Mutagenic Effects No information available Reproductive Effects No information available Developmental Effects No information available Teratogenicity No information available Target Organ Effects Central nervous system, Eyes, Respiratory system, Skin. Endocrine Disruptor Information No information available 12. ECOLOGICAL If�F06iMAYlOWI Ecotoxicity Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea PETROLEUM SOLVENT LC50= 9.22 mg/L EC50 = 6.14 mg/L 48 h NAPTHA Oncorh nchus m iss 96 h N-BUTYL ACETATE EC50 = 320 mg/L 96 h EC50 = LC50= 18 mg1L Pimephales EC50 = 70.0 mg/L 5 min EC50 EC50 = 44 mg/L 48 h 674.7 mg/L 72 h promelas 96 h LC50= 100 = 82.2 mg/L 15 min EC50 = mglL Lepomis macrochirus 96 98.9 mglL 30 min EC50 = 959 h LC50= 62 mg/L Leuciscus mg/L 18 h idus 96 h Page 4 ! 7 1074-10756 - ENDURA-SHIELD II CONVERTER Revision Date: 29-Dec-2009 Com onent Freshwater AI ae Freshwater Fish Microtox Water Flea HEXAMETHYLENE LC50= 26.1 mg/L Brachydanio EC50 = 53.2 mg/L 5 min EC50 DIISOCYANATE (HDI) rerio 96 h = 25.5 mg/L 15 min EC50 = MONOMER 15.7 m/L 30 min 13. DISPOSAL. CONSIDERATiONS Waste Disposai Methods Keep container tightly closed. If spilled, contain spilled material and remove with inert absorbent. Dispose of contaminated absorbent, container and unused contents in accordance with locai, state and federal regulations. Contaminated Packaging Empty containers should be taken for local recycling, recovery or waste disposal 14. TI2Ai�lSPORY IML�Oi211A/�TION DOT Ground Transportation Only. Call TNEMEC Traffic Department - 816-474-3400 for other modes of Transportation. 15. REGl1LATO1tY IPlFORMATIOtd International Inventories TSCA DSLINDSL EINECS/ELINCS CHINA ENCS KECL PICCS AICS Complies Complies Complies Complies Does not Comply Complies Complies Complies Clean Air Act, Section 112 Hazardous Air Pollutants (HAPs) (see 40 CFR 61) This product contains the following HAPs: Component HEXAMETHYLENE DIISOCYANATE (HDI) MONOMER U.S. Federal Regulations SARA 313 Component SARA 311/312 Hazardous Categorization Chronic Health Hazard Acute Health Hazard Fire Hazard Sudden Release of Pressure Hazard Reactive Hazard CAS-No Yes Yes Yes No No Weight °/a � SARA 313 - Threshold Component CWA - Reportable CWA - Toxic Pollutants CWA - Priority Pollutants CWA - Hazardous Substances Quantities N-BUTYLACETATE 50001b X Page 517 ' , , 1074-1075B - ENDURA-SHIELD II CONVERTER CERCLA U.S. State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals: I HEXAMETHYLENE X DIISOCYANATE (HDI) MONOMER Other International Regulations Canada X Revision Date: 29-Dec-2009 X This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the CPR. WHMIS Hazard Ciass 83 Combustible liquid D2A Very toxic materials � � 6 Legend NPRI - National Pollutant Release Inventory 16. OTaiER INlFORMATIOM Revision Date: Revision Summary HMIS 29-Dec-2009 No information available Health 2 Flammability 2 Reactivity 1 Disclaimer For specific information regarding occupational safety and health standards, please refer to the Code of Federal Regulations, Title 29, Part 1910. To the best of our knowledge, the information contained herein is accurate. However, neither the Tnemec Company or any of its subsidiaries assume any liability whatsoever for the accuracy of completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown health hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards which exist. End of MSDS Page 6 / 7 1074-10756 - ENDURA-SHIELD II CONVERTER Revision Date: 29-Dec-2009 Page 7 / 7 , ! 3 - - - � - CONST�UCTIQN IP1C. Submittal Transmittal � Response Shaded areas are for City of Rentori use only Submittal Number: 035 DATE: 04/12/2011 (Contractor.� each submittal transmittal will have a consecutive number beginning with "1 ". Resubmittals will be identified with RJ, R2, etc.) Note: One form shall be filled out for esch submittal item. The onfy excep6on wiN be if multiple items from fhe same supplier a� submitted as a package for the same schedu/ed worlc. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: WWP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid # Response � � ,'�� 1 � 10.11312J �Sump Pump for Valve Vault � i ( i � -- - ; — ---- --- i � � ❑ Re-submittal ❑ S plemental Submitta! Submitted by: � � AJ SMITH, Project Manager 425-493-1826 Signature - Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPT�ONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required 51 = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUSMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of strudural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: � (key to 1 Comment Printed Name & Title � —� Date Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments L � Se�ies SE 2" Spherical Solids Handling www.cranepumps.com • (�8f1Ua� $c /-�UtOl7latlC ?%'; 2" & 3" Discharge DI$C.HARGE .......................2" NPT, Femate, Vertical LIQtfID TEINPERATURE SE4'13 ,..........77°F (25°C} Conlinuous 5E424 ....,......10d°F (40°C} _Continuous VOLUTE ...............................Cast lron ASTM A-48, Class 30 MC�TDR HOUSING .............. Cast Iion.A$TNf A138, Class 30 SEAI PLATE ...................... Cast Iron ASTNE A-48, Class 30. IAAf'ELLEi2, • Desiqn .............2 Vana, Open with pump out vanes on back ' side, Dynamicafly Balanced, ISO 66.3 � Malenaf ...,.....,Cast Iron ASTM A�8, Cfass 30 SHAFT ........:.......................416 Stainless Steel $QU,4RE:RtNGS .................Burta•N NA�DWARE ........................30.0 Series-Stainless Steel PA.INT ..........................•••-.....Air Dr� Enamel SEAL: D.esign ....:.......Single AAschanical, Oil Filled Resetvoir Secandary Exdusion Seal Material........... CarbonlC.eramic/Buna-N Harclware - 300 Series Stainless CORD ENTRY ..................:...15 ft. {5m) Quidc Disconnect Cord witn plug On 115Voit, Pressure Gromment tor sealing • and sVa(n relief SPEED .................................1750 RPM (Nomi�al) UPPER BEARING ................Single Row. Ball, Oil Lubricated ioad._ ............. Radial LOWER BEARING ...............Single Row, Ball, Oil LubriCated Load .............:.. Radial 8�. Thrust MQTOR: Dastgn ............ NEMfl L Torque Curve, Oil Filled, Squirrel Cage lnduction lnsulatiori ........ Class B SINGtE PNASE ................... Pertnanent Split Capacitov {pSC) I.ncludes oqerioad f'rotection in (Nofor LEVEC CONTROL...__........."A" - WrdeAngle, PVC, Mechanical, 15 ft (5m) , eard with Piggy-Back Plug, N/O � "VF" - Vettical Float, PVC, 5nap Action, 15 ft(5m) cord, witli Pi99Y-Baefc piug. . � aFF pofitONLY is adjustabie OPTIf3NAL E4UIPMENT.....Seal Materla4, Addiu� nal C,o_rd RECOPIIM�ND�D; Aqcessorres....,B.reakAway Fitting {BA� Cheak Valve Contro( Pane! • Sea! Kit PN ..... 085202 5e�viCe Kif PN. 085201 Series: SE (SE4�1'i & SE4Z1) ,4[iP, 175DRPM, 60Hz =;i= , - - ��IB�� c.��. us CSA 108 UL 778 iR�sssa 3ample �pedfip6ons: Section 1 Page 9. pES.CRIPTION: SUBMERSIBLE NQN-C106 SEWAGE PUMP DE�IGNED FOR TYPICAL RA1A/ SEWAG@ APPLI.CATIONS SECTION '1 B . C:RA�V E Pt7MPS & SYSTENiS PAOE' �' �.��i�� w U/►TE 8/1Q ACrgnaCa..Campany USA: (9.37:} 778-8947 � Canada: (90�j �45x;6Y23 . • Inte.rnap4n�l; (937}61.�-3b98 _ . ..... S��ies SE � 2" Spheri�al Solids Handling - Manual & Autom�tic v�nvw.aranepumps.cam �e� 1%", 2" & 3" I2is,charge mcnes (mm) MQDEL NG PART ��O ' HP V.Qi.T/PN Ht RPM NEMA- FULt LOCKE� CORD . CORD CORD' (Nom) START LOAD ROTUEt SIXE 'i'YPE O•D CODE AMPS AMPS fnch (mmj SE41'l 098747 U.9 1i�/1 60 7T50 C 12.0 t9:Q iA/3 B.ITbW 6.373 (9-.� SEkt'�A 096748 0.4 1]5t1 60 t750 C 12.0 19.0 14F3 . S:170V� 0.375 (9.5) - SE411VF 836 0.4' i1511 60 9750 C 12.D 1Q,0 t4l3 SJT4�1 0.375 (9.5) SEd21 U96750 0.4 234h 60 17b0 C 82 130 1413 SJTOW 0.37$ (9.5) MecltanlcaF Slyitch bn SE=A. cord. tfl2,'SJQW: Plggy-Baek�Plug Ver6cal Switch on 5E: VF cortl 16ld, SJOW. 0:320 (B.irrim) O:D. Piggy-Back Ph+g �t��oart►wr s t.) ?UMp 1vWY8H OPERA'FEO'DRY' FOR EXTENDEQ PERIODS VNTFiOUT OAhtAGE 7Q IKOTORANDlOR SEAL3. Z.) THIS PUlAP ISAPPROPRIATE FOR 7HOSEfiPPIlCA'1'IONS SPEClFlEQAS CLASS I p1V1510H II NAZi4RDOGS COCAYIONS. 3.J ili1S PUMP�iS�NOTAPPRODRfATE FOR 7}IQS.EqppUCA'(jQNS.SPECIFIED.ASCL'ASS � DMS10N I HAZAROOUS Li�ATIbNS. 4.) INS7A�lA7TONS.SUCHASDECORASiVEF4UNTAINSOR.�1'�4TERFEATURHSPROVIDEOfORVISItAL�NJQYMENTMUSTBEINSTACLEDINACCOliOANCE YNTH Tt!E NAT.,IQNAI FL.ECTRJ� CODE ANSUNFPA 70 AND/pR ]}fEAUTFtOR1T;1' i1AVING JU RISDIC710N. Ti11S PUMR IS NOT IN�DEQ FOR USE.IN SYNMMING-POOLS, RECREAiIONAL�hU1TER�PARKS. OR tN6TAlL.4T101JS�1t1 WHlCIi HtjfllAN CONTfiCTNA7H PUNkPED MEUlAISA�CQMFdON QCCUARENCE. sscnoN �s Pl1[VIPS. $c Si�STEf1�fS PAO.E 2 �RAN E Oi1'fE 12l07 � �•••� . •,, . A-Crana Co. �nmpany USA: (837) 778-8947 r Canada: (90�r457-S?23 • 1q.tet�naGonaL (937} 67&3598 SE4t4VF SE411 8� $E421 (Less F(oatj SE411 A _ � www.cra�epumps.com Series SE Performance eurve 4HP,1750RPM,60Hz �� TesBng is petformed with water, specific gravlty i3O � fi8° F�(20"C7, oFtiei ffuids may vary performante SEGTION. 19 �RAj� � PI�IUIPS & SYSTENiS. � rnce 5 q �� ■��s�a��+�es Oi4TE' 6L(Jd � - lnteroatio.nal: A Crene Co Company USA:(937)'778-.8997 � G.an.a,da;.(905)-057-6223 • (937.) 615 3.598 � 1 %", 2" & 3" Discharge .1 _ � . .. . �cawis��uc�rrot� ir�c. Submittal Transmittal 8 Response Shaded areas are for City of Renton use only Submittal Number: 037 - 046 DATE: 02/11/2011 (Contractor: each submittal transmittal wii( have a consecu6ve number beginning with `1 ". Resubmittals wi!! be identified with Ri, R2, efc.) Note: One fonn shall be frlled ouf for each submitfa! item. The only exception will be rf multiple rtems from the same suppfie� are submitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No. : VWIlP-27-3536 Fed Aid # : NA The Contractor submits the foltowing noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid # Response 1� Div 10-15 ;Pipes and Valves ! �� ------- _. _ _ - --- - --- - . __ --- - ------- - --- � - --- - i - _ ' ' - - .. -- ---�----- - ---- _------- ' i i ❑ Re-submittal �Q,Supplemental Submittal Submitted by: ' "' C' I AJ SMITH, Project Manager 425-493-1826 Signature Prinied Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below . Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other abligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirtning and correlating all dimensions; fabricating and construction techniques; coordinating its work with Ihat of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract The review is undertaken solely to satisfy Owner's obligations and does not relie�e Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. �aH� ��=�3. Printed Name & Title G�/!c � Date See Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ 5ee Other Attachments Owner's Comments and Sign-off: ► H.D. FOINLER COMPANY Februaiy 8, 201 l LETTER OF TRANSMITTAL Advanced Construction Inc. 4640 Campus PL STE ] 50 Nlukilteo WA 9827� Attn: AJ Smith Reference: Westview Lift station Per your request, we are sendin5 the following submittals: (1 electronic set) DESCRIPT[ON HDFCO - Stainless pipe and fittings ►.1C Spea�•s - PVC valves and fittings �E Apollo - Stainless ball valve a._tr HDFCO - Stainless flange bolts nl� JIvI Eagle - PVC pipe �1� Linkseal - Mechanical pipe seal �Jr Century-I ine - Wall sleeves r.l� Standon - Pipe stipport P�� Garlock - Flange gasket +J'F Flowmatic - Swing check val�e ►J� - tz��.-� S�r�,�e, Romac - Mechanical coupling/FCA �J E- 3a-Ts � r�-rs ss ; C P� XT Victaulic - Grooved coupling N� Dezurik - Plug valve r.t� If the enclosures are not exactly as noted and satisfactory for your purposes, please notify your salesperson, listed below. Sincerely, Nick Searcv H.D. FOWLER COMPANY, INC. Marysville Branch 6016 29`" Drive NE Marysville, WA 98271 (360) 651-2400 (800) 819-5898. (360) 658-5305 Fax � .:�: ,, gF� Marysviile Branch 6016 29`" Drive NE Marysville, WA 98271 (360) 651-2400 - (800) 819-5898 (360) 658-5305 Fax �6a�a FOV��E� COMPANY : Prepared for AIIflIfl��$� ��'�g� (Salesperson) � Eltlo�a ��YlL'asYlm� COMPA�IY Attn: Nick Searcy Re: West View Lift Station Project: Advanced Construction 2-8-11 Nick, The materials we will use on the abave mentioned pro3ect are as follows. : : _:._. ;. :_._. � .. . Stainless. Steel _ . , : . �Y�c4�_�_.. . - _..:..-------- _ _-- .. _ _..----- _ . .-- -.. _. __ :--_-�� -.- - ..... . ..__._..... . - _�-_._-_. -__.-_�:..—._..._._... . ..._.:.----.:. _ _.��.. ... . --:.._:.._- ��5� A��'�I�,312--....... _...-... — Specs Flanges: A.S.T.M. A182 Specs Crrade 316�. Fittings: A.S.T.M. A403 Specs Threaded Brackets: 3 x 3 x 11" Angle Grade 316 Grooves: To AWWA 606 Specs Tf I can answer any further quesiion; ple.ase call. � Marysvitle Branch 6016 29`^ Drive NE . Marysville, WA 98271 {360)651-9438 (866) 629-9733 � (360)657-7814 Fax J �'� �- GK SPEARS TRUE UNION 2000 INDUSTRIAL BALL CNECK VALVFS �� :�. , � - - _ , .y� �:�' ;� ,„ '� ; '� Features — PVC, CPVC Flow tested design provides quick response with positive seal for prevention of system back flow in industrial and chemical processin� applications. Valves are availabie in IPS sizes I/2" through 6" with socket/regu]ar thread, SR threaded (Special Reinforced), flanDed or spigot end connectors and 8" venturied valve with socket or flaneed eiids. Also available in metric socket and BSP threa� sizes 11?" [hrou�h 2". Sample Engineering Specification All thernloplastic check valves shall be True Union ?000 Industrial Ball Check type manufactured to ASTM F 1970 and constructed from PVC Type 1, ASTM D 178�J, Cell Ctassification 1?�15� or CPVC Type IV, ASTM D 1784 Cel] Classitication �3d�17. All O-rings shall be EPDM or Viton�. All valve union nuts shall have Buttress threads. All valve seats shall be a standard O-ring type. All seal carriers shall be Safe-T-Blockedp'• All valve components shall be rep(aceable. All EPDM valves shall be listed by NSF for use in potable water service. All PVC and CPVC 1/2" through 4" valves shall be pressure rated to ?3� psi, all 6" and 8" Venturied and all tlanged valves shall be pressin•e rated to I�0 psi for �vater at 73° F as manufactured by Spears`" Manufacturing Company. Quick-View Valve Selection Chart Valve! O-ring PVC Part Num6er� P�essure Size j Material Socket Threaded SR Threaded Flanged Splgot RaGng EPDM 4529005 included 4521-0055R 4523-005 4527-OQ5 1/2 , Vton� 453&005 included 4531-005SR 4533-W5 4537-005 ' EPDM 452�007 fnGudfd 4521-007SR 4523-007 4527-Q07 3,�4 Vtorr� 4539-007 included 4531-067SR 4533-007 4537-007 EPDM 4529-010 inGuded 4521-010SR 4523-010 4527-010 1 --- Vtan`$ 4539-010 included 4531-010SR 4533-010 4537-010 235 psi � EPDM 452&012 irxluded 4521-012SR 4523-012 4527-012 Non-Shxk � 1/4 Vtorix 4539-012 included 4531-012SR 4533-012 4537-012 @ 73°rF 1-1r � EPDM 452�015 included 4521-015SR 4523-015 4527-015 � Utor� 4539-015 included 4531-015SR 4533-015 4537-075 (F�anged EPDM 452302D included 4521•OZOSR 4523-020 4527-020 ��Psi z Non-Shockj Vitor�' 453�020 included 4531-D20SR 4533•020 4537-020 y�{��er EPDM 4522-025 452�-025 4521-025SR 4523-025 4527-025 '�a� 73' F 2��2 Vitor� 4532-025 4531-025 4531-a25SR 4533-025 4537-025 EPDM 4522-030 4521-030 4521-030SR 4523-030 4527-030 3 Vtor� 4532-0.30 4531-030 4531-030SR 4533-030 4537-030 EPDM 4522-040 4521-Q40 4521-040SR 4523-04a 4527-040 � Vlon'a 4532-040 4531-040 4531-040SR 4533-040 4537-040 6 EPDM 4522-060 4521-060 4521-060SR 4523-060 4527-C�iO 150 psi i VltorfR 4532-O6D 4531-060 4531-060SR 4533-060 4537-060 Noo-Shock Z EPOM 4522-080 — — 4523-080 — Water 8 , Vton� 4532-080 — — 4533-080 — @ 73° F '� For CPVC valve, adtl Ne letler "C" lo the part n�mber (e.g., 4529-�SC, 4521-005CSR} 2�. B" Ventuned Velves are 6" ball valves fitteA vnlh 6� end connedor adapters 2� • Chemical & Corrosion Resistant PVC or CPVC Construction • Also Available in Spears� LXTTM' High Purity,Low Extractable PVC Material • Strong, Buttress Thread Union Nuts • Spears� Safe-T-Blocked� Seal Carrier • Uses Standard O-ring Seat • EPDM or VitonD O-rings • Fully Serviceable, Replaceable Components • Sizes 1/2" - 4" Pressure Rated to 235 psi @ 73° F, Sizes 6" and 8" Venturied and all Flanged Pressure Rated to 150 psi @ 73° F • Suitable for Either Honzontal or Vertical Installations • EPDM valves NSF Certified for Potable Water use • Suitable for Vacuum Service • Assembled with Silicone-Free, Water 5oluble Lubricants • Manufactured to ASTM F 1970 Optional Accessories" • Retro-Fit End Connector Sets for Valve Replacement • Split-Nut Repair Kits for Union Nut Replacement • Supplemental End Connectors ` See "BALL VALVEACCESSORfES"secf.onfa defalls of u�tlivitlual proaucts Ball Check Foot Valves ��_.�:''� ,� Spearsi`-' Ball Check Valves easily convert to foot valves utilizing optional Foot Va(ve Screen adapters found in Ball Valve PiCCI'.SSOfICS S�Ctl011. TRUE UNION 2000 INDUSTRIAL BALL CHECK VALVES Dimensions, Weights, 8� C� Values SPEI�S Replacement Parts No. Component � Qty. Material 1 Seal Carrier 1 PVC/CPVC 2 Seal Carrier Nut 1 FVCICPVC 3 Carrier O-ring , 1 EPDtil�tong� 4 Seat Plate 1 PVC/CPVC 5 Seat O-ring 1 EPDM�ton� 6 Bady 1 PVC/CPVC 7 Ball 1 PVC/CPVC 8 Union Nut 2 PVClCPVC 9 End Connector O-nng 2 EPD�torr� 10 End Cannector 2 PVClCPVC Dimenslons Reference (inches, t 11i6) Approx. Wt. Cv Values Horizontal Nominal (Lbs.) Closing _ � Feet o( Size A B �__ _ F G PVC CPVC SoclThd Flange Spipot Head GPM Soc(Thd Spigot Saket Thread Spigot {waterj (minimum) 112 1-T18 2-7/10 2-7I8 4-3116 313116 4518 �1t2 2-31132 .30 33 6.3 6 6.3 1.6 10 3/4 2-114 2-3l4 3-tl4 43/4 4114 5-1(4 �7I8 3-5116 � .46 50 17 16 17 1.6 .10 1 2-112 2-7l8 3-112 5118 4-11/t6 53l4 4114 �518 ' JO 14 25 2d 25 1.6 25 1-1l4 3-1I16 3-114 3-3116 5314 �3l16 6•5It6 4518 3-31132 1.04 1.09 65 61 65 t.6 .40 1-t/2 3-tr2 3-12 4 &1/4 �7/16 6�3lA 5 4-3�8 f 1.31 1.45 86 82 86 4.6 75 2 41l4 43l4 5-3l16 7-314 6-3/4 &1!4 6 5114 ' 2.47 Z.62 130 125 130 t.6 75 2-112 6-3l16 5-7I8 7-13/16 9-5116 8-112 11-3l8 7-1f2 6 6.80 725 200 793 200 1.0 1.50 3 6-3116 6-7l8 7-13r16 10-1V16 9-3f4 11-9116 7-112 G13l76 6.98 7.35 275 268 275 1.0 400 4 7-112 7-114 8-114 11-13116 ia1(4 12-314 9 7-1l2 12.13 12.96 500 489 500 1.0 5.50 6 11-518 ii-1!fi 13 17-1116 1�3/4 1&1!2 ( 11-1;4 10-�116 37.07 39.98 800 794 800 WA WA 8� 11-578 23-3/16 - 31-7!8 - - 1�1l2 17-13l16 50.84 55.92 WA WA N1A M/A NIA 1 �. Valve ay Length 2. Gadcns per mmule at t psi pressure drop. Valves caiwlated frcm leyirp lengU, ba5e0 an 6envative of Mazen-'NtlGams equalion witli auRace roughness lactor ol C=150. 3�. 8" VenWned VaNes are 6" bail valves fiUed wilh 6x8 end connedor adapters Temperature Pressure Rating System Opereting 1Q0 110 120 130 140 160 160 170 180 190 200 210 Temperature ° F (° C) (38j (43) {49) (54f (60j (66) (71) {77) (82) (88) (93) (99) ; 235 211 150 75 50 -0- -0- -0- -0- -0- -�- -0- � PVC �� 62) (1.45j (1.03) (.52) (.34) {-0-) (-0-) {-0-j (-0-) (-0-) (-0-) (-0-) � Valve � 112" - 4" Pressure I CPVC 235 219 170 145 134 110 90 80 70 6a 50 -0- Rating (1.62) (1.51) (1-1� (1.00) {.90) (.76) (.62) (.55) (.48) (.41) (.34) (-0-) psi 150 135 110 75 50 �- -0- -Q -0- -0- -0- -0- PVC � Q3 93 7fi 52 34 0 0 0 0 (MPa) 6" and 8" ( � ) ( ) i ) ( ) (� ) {. .� (- -) �- -) (- -1 (-a) (-0-) (-0-) CPVC �50 14a 130 120 110 100 90 80 70 60 50 -0- (1.03) (.97) (.90) (.83) (76) (JO) (.62) (.55) (.48} (.41) (.34) (-0-) NO7E: Fianged �alvzs ha�.e a base pressure rating o! 150 psi General Installation Information: Ball check valves may be installed in either horizontal or vertical position. .4 minimum of ten (10) pipe diameters distance main[ained from any pump or other source of turbulence. Check valves MtiST be installed with the valves FIAW airow pointine in the direction of flo�r. NOT FOR USE W1TH CQMPRESSED AIR OR GASES 21 ��--_. __- � � SPEAflS Features — PVC, CPVC ¢ TRUE UNIOIV BALL VALVES (REGULAR STYLE) Sample Engineering Specification All thermoplastic ball valves sha{I be True Union rype constr�cted from PVC�I'ype I..ASTi�I D 173�} Cell Classitication 124i4 or CPVt' Type IV, ASTVt I� 178�1 Cell C'lassitication 23�{�17. All O-rings shall be EPDM or �'iton�. All valves shall have Safe-T-Shear�' stem and double st�p Polypropylene handle. All valve uuion nuts shall fiave Buuress threads. All seal carriers shall be Safe-T-Blocked�. All valve components shall be replaceable. All EPD��1 valves shall be certified bg NSF fnternational for use in potable water service. .All Ir'2" - 2" valves shall be pressure rated at ?3i psi and all 2-1!2" - 6" and all tianged valves shall be pressm•e rated at I 50 psi for water at 7.i" F, as manufachired by Spears�' '�lanufacturing Company. Quick-View Valve Selection Chart This versatile, quarter-turn shutoff valve is �vel1 suited for industrial and chemical processin� applications. Available in IPS Sizes 1/2"- 4" with socket, threaded or flanged end connectors. 6" Venturied valve {4" valve with 4 x 6 adapter) available with either socket or flanged end connection. Also available with metric ?Omm - I l Omm or U2" - 4" BSP threaded end connectors. • Chemical & Corrosion Resistant PVC or CPVC Construction • Schedule 80 Full-Bore Design • Strong, Buttress Thread Union Nuts • Fully Serviceable, Replaceable Components • Spears'� Safe-T-Blocked� Seal Carrier • Self Adjusting PTFE Floating Seat Design • EPDM or Viton� O-rings • High Impact Polypropylene Handle • Spears� Safe-T-Shear� Stem Design • Sizes 1/2" - 2" Pressure Rated to 235 psi @ 73° F, Sizes 2-1/2" - 6" and all flanged Pressure Rated to 15a psi @ 73� F • EPDM valves NSF Certified for Potable Water use • Suitable for Vacuum Service • Assembled with Silicone-Free, Water Soluble Lubricants • Manufactured to ASTM F 1970 Optivnal Accessories* • Round 5afety Handle • Stem Extension Kit • 2" Square / T-Style Operator Nut ' See "BALL VAtVE ACCESSORIES"sedion br deWila ' ol fnCividual products l � 24 1� For CPVC valves aCC the btler'C tc pan rum�e�s listed (e g.. 2334WSC1 2 Conssts af 4` 7r e Union Bal1 Valve vnth nvo J" x 6" Adapters. TRUE UNION BALL VALVES (REGULAR STYLE) SP\ EARS Replacement Parts Dimensions, Weights, �perating Torque & Cv Values Dimension Reterence (inches, t 1f16) Approx. Wt. (Lbs.) Oper.� C° Values NSizea� A B� C 0 E F G PVC CPVC Torque � I Socl7hd Flanged Soc/Thd Flanged Iln.-Ib.) SoclThd Flanged 1f2 2•9/16 3-7116 5-3116 2-13132 2-23l32; 3-1/2 3-15/32 1.05 1.23 95 1.14 20 25 18 3/4 3-1/32 4-1/16 6-3116 2-518 3-3/16 3-7l8 4 1.44 1.64 1.50 1.73 30 51 36 1 3-13/32 4-5/16 6-9i16 2-13l16 3-23/32 4-1/4 4-5/16 1.91 2.22 2.08 2.43 40 97 67 1-1l4 3-11/16 4-1I2 7-1/16 2-31t32 4-118 4-518 4-19132 2.38 2.78 2.52 2.91 60 204 142 7-1/2 4-318 5-5/16 8-1132 3-9l32 4-15/32 � 5 5-9/32 3.63 4.00 3.82 426 80 285 20'I 2 5-3/76 5-13116 8-13l16 4-13l32 5-1/4 6 5-23I32 5.40 6-14 5.70 6.54 90 540 381 2-1/2 7-7/16 8-318 11-7r8 4-29132 9-7/8 7 7-3176 12.87 14.26 13.44 15.85 300 712 512 3 7-7/16 8•3/16 11-15l16 4-29i32 9-7/8 7-1/2 7-11132 13.24 15.67 13.85 16.96 300 1294 925 4 8-15/16 8-11116 13-3/16 � 5-79132 10-13/76 9-1/16 8-5132 19.58 24.32 20.49 25.83 400 2629 1868 6 Socket� 8-15l16 19-5l8 26-1/16 6-3l4 10-13l16 11-1l4 14-11l16 22.66 30.98 26.11 34.78 400 N/A PJIA 6 flanged� 11-3�16 29-3/8 N/A 6-314 10-13l16 11 114 14-11/16 NIA N/A N/A N!A 400 N/A NIA 1 Valva lay Lenglhs. 2 Toryue requireA al valva maximum vnemal pressure rating, 5 II lsec. Ilaw veloary. 3� Consisls ot 4" Trve Union Bal Valve wilh N+o 4" x 6" Adaplers. 4. Gallons per miwte at 1 pm pressure dmp. Valuzs czkulateC /rom valve Wpng length, basetl on Oerivanae of Hazen-Wi�hams equation wdh surface rouqhness facto� of C=15D. Cv Vatves for 6" ven!uneA Oanqa antl sockel valves are nol available Temperature Pressure Rating System Operating 900 110 120 '130 140 150 160 170 180 190 200 210 Temperature ° F (" Cj (38) (43) (49) (54) j60) �66) (71) (77) (82} (88} (93) (99� 235 211 150 75 50 -0- -0- -0- -0- -0- -0- -D- '�' Valve ��2��_ z�� PVC 1.62 1.45 1.03 52 34 -0- -0- -0- -0- -0- -0- -0-) Pressure CPVC 235 21 J 170 145 130 110 9D 80 70 60 50 -0- Rating 1-62 1.51 1.17 1.00 90 .76 .62 55 48 .41 34 -D- psi PVC �50 135 110 75 50 -0- -0- -0- -0- -0- -0- -0- (MPa) 2-1l2"- 6" 1.03 .93 .76 52 34 -0- -0- -o- -0- -0- -0- -0- CPVC �$� 144 130 120 11 D 100 90 80 70 60 50 -0- 1.D3 .97 90 83 .76 70 62 55 48 41 34 (-0- NO?E: Flanged V�vas have a base pressure raling of 150 psl NOT FOR USE WITH COMPRESSED AIR OR GASES 25 ' Saas 61/4' anC larger " Seat 0.ring (rot snown) on sizes 2-t2' and �arger = = =_- _�.� �=� � ;�, - ; r _ � i �. �. -_=-- --;� �"��-.' �:":zc4':y"i';;�4<r � " ' + " � x 3 � , � �- r w � ., .� , s a , � . � n- a � . �. . •� � -�r �I ti;,_- �,,:I: j � ; F� � �; �t ; ` *,� `.__-----. _ . ------ - --- -- ----- _ .,, - - - -, - _ ._ - _- .._ _- --- -� -- _-� Perform��c� E��neered 8� 'I"es�e�. 80-2-0610 SPEARS� Schedule 80 PVC product designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each fitting. Material reinforcement is uniformly placed in stress concentration areas for substantiatiy improved pressure handling capability. Resulting products are subjected to nunnerous verification tests io assure abtaining the verp best PVC fittings available. FuII U�i" Through I2" Availabilit�� Speazs� comprehensive line of PVC injectioa molded fittings and extruded pipe offers a variety of configurations in sizes 1/4" through 12". Schedule 80 fittings are manufactived to ASTtvI D 2467 andpipe is produced to ASTM D 1785. Spears� exclusive CL150 Flanges a��e produced io sizes 1/2" - I8" with ANS[ 816.5 bolt pattems, plus numerous Unions, Saddles, Transition and Specialty fittings in a variety of sizes. Exceptional Chemical & Corrosion Resistance Unlike metal, PVC fittings and pipe never rust, scale, or pit, and will provide many yeazs of maintenance-free service and extended system life. High Temperature Ratings PVC tl�ermoplastic can handle fluids at service te�nperatures up to 140° F(60° C), allowing a wide range of process applicatians, including corrosive fluids. Lo�i�er Installation Cosis Substantially lower material costs than steel alloys or Gned steel, wmbined with lighter weight and ease of instaHation, can reduce installation costs by as much as 60% over con�entional metal systems. w � ceAT� � ' �. . � �O F�C � �'- � v� __� - � �e "' ' UKAS 0 � �„ x �4i._z�r..�.�'�=-�-` o� pi .w.�iu,wr "''S '_' =-'•':." oo� . Qvalll� Sy�tsma C�r�lllsu�� Ne. ]93 Q Ce�Pera�a facltltl�s. lYlrner. CA Assosaed eo I50 9001: 2008 Higher Flow Capacity Smooth interior walls result in lower pressure lass aad higher volume than conventional metal fittings. Additional Fabricated Configurationsthrough 36" Exlra lazge, hard-to-find, and custom configurations are Fabricated from NSF Certified pipe. Fittings are engineered and tested to provide full pressure handling capaliilities according to Spears'D specifications. Adv�nced Design Specialiy Fittings Spears'� �vide range of innovative, improt�ed products include nvmerous metal-to-plastic transition fittings and unions with Spears$ patented special reinforced (SR) plastic threads. PVC Val��es SPEAI2S� PVC Valve producis are available for total system compatibility and uniformity; see SPEARS09 THERMOPLASTIC VALUES PRODUCT GUIDE & ENGINEERING SPBCIFICATIONS (Vl}). Sample Engineering Specifications AA PVC Scheduk 80 plpe and fitlings shai be produced by Spears° Manu(achxing Company Bom PVC Type I, cell classificalbn 12454, conforming toASTM Standard D 1784. All pVC (nJection mdded Schedule 80 filtings and extruded pipe shall be Certified fir potable vrater seriice 6y NSF Intema6onal. AO Schedule 80 fittings shall be manufactured a� strict canpliance lo ASTM � 2467 and Schedule 80 pipe shall be manufachued in stricl canpfiante Eo ASTM D 1785. All fandcated fittings shall he produced in accordance wil� Spearse General Specifications for Fabri�ated Ft�gs. Ap PVC flaryes shall be desgned and manu(ach�red lo meet CL150 bolt pattem per ANSI Slandard 818.5 and rated fa a m�clmimi intemal pressure ot 150 psl, non-shock at 73° f. PROGRFS'SIVEI'RODUC7'SFROMSPEARS`INNOiATIONe� TECHNOLOGY Visit our web site: www.spearsmfg.com PVC Thermopiastic Pipe 3'emperature Pressure De-Rafing To determine the maximum intental pressure rating at an elevated temperature, simply multiply the pipe pressure rating at 73° F by the percentage specified for the desired temperature. System OperaGng 73 SO 90 100 110 120 130 940 Temperature ° F {° C) (23} (27) (32) (38j (43} (49) (54} (60) PVC 1�0% 90°/a 75% 62% 5D% 4�% 30°5 22% NOTE: Valves, Unions and Specialty Products have different elevated temperaturc ratings than pipe. Typical Material Properties AS7M Propertles Test PVC Method Mechanical Properties, 73°F Specific Gravity, g/cm° 0 792 1.41 Tensile SVength; psi D 638 7,200 Modulus of Elasticity, psi D 638 A40,OD0 Compressive SUengih, psi D 695 9,00� Flexural Strength, psi p 790 13,24Q Izod ImpacF, notched, ft-Ib / in D 256 .65 Thermaf Properties I-leat Deflectlon Temperature, ° F at 66 psi D 648 165 Thermal ConducGvity, BTU / hr / sq ft/° F! in C 177 1.2 Coe�denl of Linear Expansion, in / in /" F D 696 3.1 x 9Q3 Flammability Limifed Oxygen inde� °/, D 2863 43 UL 94 Rating 94V-0 OtherProperties Water Absorption, % 24 hr_ D 570 .O5 Induslry Standard Color White / Dark Gray ASTM Cell Classification D 1784 12454 NSF Potable WaterApproved YES PVC Cbemical Resistance PVC is generally inert to most mineral acids, bases, salis and paraffinic hydrocartron solutions. For more informatioa on PVC chemical resistance refer to the Chemical Resistance of Rigid �nyls Based on Immersion Test, publislied by the GEOhr�' company. NOT ROR CxSE 1�°ITkT CO�iPRESSEA A.IR t).R GAS�;S Spears'� Tvtanufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping producu for systems to transpmt or store compressed air or gases, or the testiug of tt�ermoplastic piping systems wiih compre�.sed air or gases ii3 above and below d ound locations. The use of our product in compressed air or gas systerns automatically �oids any warra��ty for suc� products, and its use against our recommendarion is entuzly t�ie responsibility and liability of the installer. �b'.iItNii`G: DO NOT US� COMPRESSED AIR OR GAS TO TEST ANY PVC OR CPVC THERMOPLASTiC; PIPING PRODUC'1' OR SYSTEM, t3ND DO NOT USE DEVICES PROPELLED BY COMPRESSED AIR OR GAS TO CLEAR SYSTEMS. TI�SE PRACTTCES MAY RESULT 1N EXPLOSIVE FRAGMENTATION OF SYSTEM PIPING COMI'ONEN'['S CAUSING SERCOUS OR FATAL BODILY INNRY. �� ' SPEARS�' MANUFACTURING COMPANY • CORPORATE OFFiCE 15853 Olden St, Sylmar, CA 91342 • Pd Box 92Q3, Syimar, CA 91392 {818) 364 161i • w�vw.spearsmfg.com PACIFICSOUTHWEST ROCKYMdUNTAiN UTAH SOUTHEAST 15860 Oldzn SI. 4880 Flamce St 5395 L1'est 1520 SouS 4205 Newpoml Pi, Svite 100 Sy!mar(ltsA�geles),CA91342 �enver,COS0238 SaltLakoC�;UTB4104 LevnenceWte{Atlz�teJ,GA30D43 (818) 3641611 • (8W) 862-1499 (303) 311-9430 • (800} 77Id154 (303) 371�9430 � {600j 77t-4154 (618) 985-126J • (800} 6625326 Fs7� (81 B) 367.3014 Faz (303) 3159546 Fax (303) 37S95C6 Fax (b78J 9&55642 NORTHWEST SOUTH CENTRAL NORTHEAST fLORlDA 4103 C S! NE Sula 22L(1 tOtlO L.dceade Parkway 59� Industrial Dc, Suke 100 9563 Pmfsoulh CaA ( Aubum (Sea1Ce). WA 98002 Ffower Nowd, TX 75028 Levfsberry (Harr'sbmg}, PA 1733�9532 Otlaido. FL 32837 �zs�� s�-wa� � leao� a+�•7n7 ta�j s2a-3ooa •{aoo� ta�-�e� �v� s��ssaa • �eoa� r�ioz�5 {ao�} ea�� s5o •�aoo� ?2��so Fax {253) 93&7557 Faz (469) 528-3Q01 Fa�c Q t7) 938b�i7 Fax (107) 4253563 4CopyrigM2010 Spsars° Manufacturing Company. All Righis Roserved. Printed In fhe United Stafss ofAmerica O6H0. MIDWEST 1 GakwayCt, Suit�A Bclinghroak (CNagoj, fL 604C0 (fi30) 759�7529 • (800} b62�b330 Fa� (630) 7557515 INTERNATIONALSALES 15853 Oiden SL S}imar(LasMgeles),CA 91342 (818) 36416t7 • F� (818y 898-3774 80-2-0610 y "^�, `t�� '' ' �► ��_ Valves�� 6m 1 �o �� = �� 5 YEAR "� V1/ARRANTY �� N' �- Stainless Steel Ball Valve v !._ 1-114" - 2" Threaded, 1500 psig WOG. (See referenced P!I' chcst) Cold Non-Shock. 150 psig Saturated Steam, Vacuum Service to 29 inches Hg. Federal Specification: VNJ-V-35C, Type: II, Composition: SS, Styla: 3. MSS SP-110; Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends. FEATURES � Investment cast components � Reinforced seats o Mounting pad for easy actuator mounting � Blow-out-proof stem design • Adjustable packing gland � Meets NACE MR-01-75 � SS lever and nut •{-24) 1/4" to 2" Certified to API 607, 4th Edition, Class 600 burn STANDARD MI-�TERIAL LIST 1. Lever and grip 304 SS w/vinyl 2. Stem packing T.IPTFE 3. Stem bearing RPTFE a. Ball A276-316 5. Seat (2) RPTFE 6. Retainer A351-CF8M I l�� i T f J }i I 3 � ___r � r'r �� l � �._ 1 ��- A NUMBER 7G 106-01 7G 107-01 7fr 106-0 t 7. Gland nut A276-316 S. Stem A276-316 9. Lever nut 15-8 SS 10. Body seal PTFE I1. Bodv A351-CF8M OPTIONS AVAILABLE: SUFFIX) Of'I'ION SIZES -02- Sfem Grounded 1/4" to 3" -03- I-V4" CS Stem Extension V4" to 3" -0�1- 2-1/4" CS Stem Ex-tz*vsion 114" fo 3" -07- Slr_el Tee Handle 1/4" to 2" -C& 90" Reve�� S1em I!4" to 3" -14- Sice Ventec Ball Nni-nirr��onaU lld" to 2" -15- Wheel Hc_*xile, Sleet I/4" to 2" -If'r Chain Le�rer - Verlical J4" l0 2„ -19- Lock Plate 1/4" to2" -2!- UH1vPMPE Trim (Moa-PTr� 1!4" ro 3" -24- Graahite Pacldng U4" to 3" -27- a5 Latch-[ ock Lever & Nut U4" fo 3" -3Q Carn-Lcv_k cu�d Growtded l/d"' to 2" -32- SS Tee Handle & Plui I/4" to 2" -35- VTFE 7iim U4" to 3" -3& SS Hi-Rise Loci�ng Wheel H�dle, SS Nut ll4" to 2" -40- Cyl-Loc and Grounded t/4" to 2" -04 Seal Welded 1/4" to 2" -0S Less Lever & Nut I!4" to 3" -46 Cntch Lock Cever - Lcck in Closed Position Only ll4" to 3" -47- SS Lalch Lcck Oval Handle 1/4" to l" -9& SS Oval Ha�le (No Latch) & Nut I14" l0 2" -49- A.sembl� Dr,� U4" l0 3„ -50- 2-I(4" CS Locldng Stem Extension 1/4" to 3'" -52- Two Tac'c Welds . 1l4" to 3" -57- Oxygen Cleaned 1/4" to 3" -58- Chain Lever - Honzonlal 3/4" to 2" -fiQ Static Grounded Ba1l & Siem 1/4" to 3" -&4- 25(kl Steam Trim U4" to 3" -P01- BSPP (P�alleU'[hread Connecflon ll4" to 3" -T01- 6SEr1' lTa�xred) Thread Conneclion li4" to 3" For Pressure/Pemperature Ratings, Refer to Page M-11, Graph No. 12 A-12 COPYHIGHT 171UP) CCNBRACO IND.. INC. - PRIDR'ED IN 6.S.A. _ �' I � iis--�r urar. + i ' � � ' —1 '� �� r: �� I � �-,:._ � _ � +� � r. o� HEAVY HEX �OLT GRADE ��IV� T 316 SUBM/TTAL SPECIFICATIONS �M � ABSTRACT OF ASTM A193/ASTM A194 CHEMICAL REO�UIREMENTS C.Y /Ri9�'sit ANALYSES S�fALL BE f�le�DAM6D !N ALY�3RLL4NL�' VL177-I ASTM A751 CARBDN MANGANESE PHOSPHOROUS SIJLFUR SILICON NICKEL CHROMIUM MOLY6DEDNIUM MAX MAX MAX MA)C MAX RANGE 0.08 2.00 0.045 0.03 1.00 10.0 - 14.0 16.0 -18.0 2.00 - 3.OD VARIATION Q.01 OVER 0.04 OVER 0.010 OVER 0.005 OVER 0.05 OVER 0.15 0.20 0.10 MECHANICAL RE�UIREMENTS HARDNESS HARDNESS TENSILE STRENGTH YIELO STENGTH RE�UCTION OF ARE4 EL�NGATI�N BRINELL ROCKWELL (KSIJ (KSI] (%) (%] MIN MIN MIN MIN 223 96 75 30 50 30 GRA�E: 18 CHROMIUM, 10 NICKEL, 2 MOLYBDENUM (AISI TYPE 316) CARBIDE SOLUTION TREATED HEX NUTS ASTM A194 8M �T-316 STAWLESS STEEL WASHERS LOCATION 0 BURIED O SUBMERGED O ABOVE GRADE O BELOW 6RADE O OTHER D/MENS/ONAL DATA: ALL BOLTS AND NUTS SHOULD BE HEAVY PATTERN. UNLESS OTHERWISE SPECIFIED IN THE PURCHASE ORDER, SHALL BE THREADED IN ACCORDANCE WITH ANSI/ASME B1.1, PAGE A-26, CLASS 2A FIT. BOLT HEADS SHALL BE IN ACCORDANCE WITH THE DIMENSIDNS OF ANSI/ASME B 18.2.1, PAGE G1. ADD/T/ONAL INFORMATION.• ADDITIONAL INFORMATION CAN 8E FOUND IN ASTM 193/ A193M, DTD 1998 (ALLOY STEEL AND STAINLESS STEEL BOLTING MATERIALS FOR (HIGH - TEMPERATURE SERVICESJ AND IN ASTM A194/A194M, DTD 1998 (CARBON AND ALLDY STEEL NUTS FOR BOLTS FOR HIGH - TEMPERATURE SERVICESJ. S�L�/EI�T WELD SUSM1'i7AL AIUO DATA SHE��' PVC SOLVENT WELD - (SCHEDULE SERIES) Dual marking for both Pressure and Drain, Waste, Vent (DW1� Appiications � 1LIf EAGLE'" PVC 5CHEDULE �Q/DWV PfPE SpecTfic�tians; ASTM D1785 & r�,STM d2665 :; NOM. PIPE SIZE � O.D. NOM, I.D. MIN. T. OM? ` ..1��1 (�N► (�N) 1/2 0.64D-�, 0.609 0.109 3/4 1.050 G.810 0.113 1 1.315 i .033 0.133 1-1/4 1.660 1.363 - 0.140 i-1/2 1.900 1.593 0.145 � 2 2.375 2.049 '" G:154 2-1/2 2.875 2.445 - 0.203 3 3.500 3.�42 0.2t6 4 4.500 3.998 0.237 fi 6.625. "" 6,031 0.280 8 B.ti25 7.942 0.322 10 1 Q.750 9.976 0.3fi5 12 - 12J50 11.889 0.406 'i4 14.000 13.073 0,437 16 1 fi.000 14.940 0.500 :: Standard Coler: White, Standard Length 10' 8� 20', Piain End and Belled End ---; � JM EAGLE'" PVC SGNEDULE 80 PIPE Specifications_ ASTM D1785 : : � JM�agle for�a be�er tomo�row- � Listed : ANSI/NSF-PW NSF•i7WV Standard 61, Stdndard 14 WATER PRESSURE ArPRflX. WEIGHT RATING AT 23'C �73'Fj,-' (LBS/FTj 600 0.164 -+t30 0.218 - 450 0.324 370 0.439 330 0,525 280 0.705 300 1.118 260 1.A63 ` . 220 2.083 180 -. 3.663 160 5.512 140 7.815 730 '' ?a.333 130 12.2��^. 130 15.980 _ Listed : ANSI/NSF-PW Standard 61. Standard 14 NOM. PIPE SIZE O.D. NOM. {.D. MIN. 7. WATER PAESSURE APPRO?(. WEIGHT {IN) (IN) (iN} (IN) RA71NG AT 23°C (73'F) {LBS/F� 1/2 0.840 0.528 D.147 850 0.210 3/4 1.050 Q.724 0.154 690 p.285 1 1.3'15 0.936 0.179 63Q 0.419 '1-1/4 1.660 1.255 0.191 520 0.579 1-1/2 1.900 1.476 D.200 470 0.701 2 2.375 1.913 0.218 400 0.969 2-1/2 2.875 2.290 D.276 420 1.479 3 3.500 2.864 D.300 370 �.979 4 4.500 3.786 0.337 320 2.892 6 6.625 5.709 0.432 280 5.516 8 8.625 7.565 0.5�D 250 8.336 iQ 10.750 9.493 6.593 230 12.375 12 12.750 11.294 0.687 230 17.D27 : 5tandard Golor: Dark Gray, Standard Length: 20' overall, Pfain End Only t Avallabie in Western Region Only. I.D. : Inside Diameter O.D. : Outside Diameter T. : Wall Thickness Product Standard: ASTM D1785 Pressure Pipe� Pipe Compound: AS7M D1784 Cell Ciass i 2454 Installailon: JM Eagle'" Installation Guide ,�lII `._.«��.� ` �� '� 4 . � l� � x l T"eChi83Cal Da�� '� .� - t y = 7 �::� .:::: ,� � i'� � �ubmit��e Sh�e'� i i �� :� "-1 �:�: - ---- - - - -- -- - - _ -- - - � � � � . �� # �. � i g , i (- , � � - � ;. iPipe, Tube, Canduit i j:� t� rt� ';' �„ ��"� f � ; or Cable O.D. '�__ � '�` -� °i 1 ! l�l�#a.�., ; ; :�� : , � Link-Seal Bolt Circle - ,I � r� -�- � ��' 1 � i e dia. + o enin dia.l2 ! ?�erage Length (p p p g ) I�I , - ,�' ! AnerTigh�ening (0) � I � �. _ n� i rem �ne� { I / � 7�.j t r g lor�rnterer� r� �� d o[ine � �� ,F , .� ; e �a��on��, ; Annular S ace � I f ' � j�� , �,�.� � �� -� �� `1 L� �( (lll�<<��I � � ` ' � j �� , }� �M j , I IiJlli[ll][IIl�iIiII�1QU1 lllil il(l�f I(I �� -�� ` . ,t� �.� , �� '�: , ( � s°�. _- � �,; � � � � �r g"''h �� . For LS-200 through LS-31b Ba�� Pressure / Compression Plate J , Aseist Boss Rubher Sealing Element � ' �- KtY�` ; ,;u . { ` } �,, .A ��=>' . For LS�25 through L.S-600 �� Y `' ' j `' � r � , ' � �.,�' '� \ ;, ,�y, �� Pressure � �� _ I a`,' a�' `"a �� - '�"�� 3� � .� i 1 y�y ,�"F :a ��y - - + � S L tR�'�'�@ � . . - : s J '� 4 , :.�/ , . T i �� t •�i '� - � �.5i +�,.n i . �. ., , ��. - �rz r � •�s.. . _ - _ " _ �y �j a` : -�.. � ` .. ... � - ='� � �� ,_ _ � � '. , 1 �� Pressure Plate averaqe Length � � _ _ _ _ _ _ _ Afler Tightenfng (D) _ _ _ - = �__ L2ll9fh (A) Average lergih aflzr . _ iy et o re �x �eteier� . . . �j . . - m� eonwuse ' - Sleeve, Casing or n�'°"""a''"°" . "::.i, '::. - Wall Hole I.D: - - - ��• .. - ; �1 Actual Rubber Sealing Element Thickness (8) 1i` . Flanged Hex Nul Dimensional Data for P�odels ,�f', 5-316 ��-4S-34fr(Dimen: RU88ER SEALING ELEM17ENT PRESSURE PLATE LINK-SEAL MODELNO. ACTUAL FREE AVG.LENGTH TH�CKNESS LENGTH AFTER (A) IT) HEX ACROSS (B) (C) TIGHTENING FLATS Bolt Ru66er Sealing Element in inches BOLT (H) THREAD SIZE H � 0 LLV L I T B Was�er H � �' ;' � , - ii �s a u �v � , LL :� a r' + � J 1 l ;� �� as noted) WEIGHT MIN. FOR REQUIRED 10 LINK SEATING (L� SECTION WIDTH (LBS) LS-200-C 0.-08 1.75 1.38 1.06 0.31 M5 (slotted hex) 0.18 M5 2.50 0.75 LS-275-C 0.61 1.75 1.38 0.90 0.31 M5 (slotted hex) 0.18 M5 2.50 0.85 LS-300-C 0.69 2.37 1.87 1.50 0.44 0.50 022 5/16-18 3.50 2.10 LS-3-15-C 0.81 2.37 1.87 1.44 0.44 0.50 0.22 5/16-18 3.50 3.00 LS-325-C 0.88 2.63 2.00 3.13 1.00 '0.50 022 5/16-18 4.50 5.50 LS-340-C 1.00� 2.70 2.25 1.52 0.67 0.50 0.22 5/16-18 4.50 3.40 LS-360-C 124 2.70 2.25 2.05 0.77 0.50 022 . 51�6-18 4.50 5.00 LS-400-C 1.38 3.50 2.75 3.50 1.06 0.56 0.25 3/8-16 5.00 12.00 LS-410-C 1.43 3.37 2.87 2.52 0.88 0.56 0.25 3l8-16 5.00 8.20 - -- - - - ---- - _ _ _. - - LS-425-C 1.06 3.00 225 3.50 1.19 0.56 . 0.25 3/8-16 5.00 10.00 LS-475-C 1.56 3.38 2.63 2.63 0.88 0.56 0.'LS 3/8-16 5.00 10.00 1S-500-C 225 3.75 2.75 3.63 1.06 0.75 0.34 1/2-13 5.50 22.5Q LS-525-C 2.06 3.75 2.87 3.63 1.06 0.75 0.34 1/2-13 5.50 21.00 LS-575-C 1.81 3.75 3.00 3.00 1.00 0.75 0.34 1/2-13 5.50 15.50 LS-600-C 3.09 4.OD 3.00 6.00 1.90 29.6mm 12.8mm M20X2.5 180mm 60.60 � � � VISIT WWW.LINKSEAL.COM FOR LITERATURE, CADRAWIfVGS & INSTALLATION TECHNIQUES 2.25 225 3.00 3.00 4.00 4.00 4.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 6.00 Page 1 Lin��al� i�oc��a� Se�l �odel P�ope�t�es �,..,. �� s; ;s� A �- vusth E��M Seal El�ments Model "C" or "L" LinkSeal Modular Seal Model "S-316" Link-Seal Modular Seal Suitable for use in water, direct ground burial and For chemical processing & waste water atmospheric conditions. Provides electrical isolation treatment. EPDM rubber is resistant to most where cathodic protection is required. inorganic acids and aikalis, some organic Type: Standard chemicals (acetone, alcohoi, ketones}. Seal Element: EPDM (Black) or EPDM (Blue) Type: Stainless Pressure Plates: Reinforced Nylon Polymer Seal Element: EPDM (Biack) or EPDM (Blue) BoNs & Nuts: Steel with 2-part Zinc Dichromate & Pressure Plates: Reinforced Nylon Polymer EPDM (Black) proprietary corrosion inhibiting coabng. Boits 8 Nuts: 316 Stainless Steel EPDM (Blue) Low Durometer Temp. Range: �0 to +250°F (�0 to +121°C}' Temp. Range: -40 to +250°F (-40 to +121°C)* = Suslained operation near temperature limits may affect life expeclancy. Rlitrile Seal ElQrrents �: Model "O" LinkSeal Modular Seal � Nitrile rubber is resistant to oils, fuel and many �'- �,.; �r• solvents (gasoline, motor oil, kerosene, methane, ��` �` � jet fuel, hydraulic fluid, water, etc.). �, � � ��;-,, �. � Type: Oil Resistant �`� �`=.�al Element: Nitrile (Green) Nme: No� u.v res�tanc. �� : �� Press�!re Plates: Reinforced Nylon Polymer �� :_�� • •'� � �T Bolis & f�fu�`teel with 2-part Zinc Dichromate & proprietary coRosion inhibiting coating. Nitrile (Green) Temp. Range: -40 Co.�210°F (-40 to +99f%j� wi4h Silicone Sea# Elements � � w-:-��=��'��-,� Model "T" Link-Seal �.9od�S� I '° ��•;��3. �;e, Silicone rubber isf ca� r temperature� �s„� ,� extremes. The�`T" model is the one hour '� ��:' Factor�,P.i�al approvad. ,, � "��, Tyre�High/Low Temperature �; �, � �= 5eal Element: Silicone (Grey) 4 -' '`�t�'" A Pressure Plates: Steel Zinc Dichromate � �f 3_-`�."'� ;; : �'�.s'�� Bolts: Steel with 2-part Zinc Dichromate & d proprietary corrosion inhibiting coating. ��rune (Grey) Temp. Range: -67 to +400°F (-55 to +204°C)' Material Properties of Link-Seaf Modutar 5� al Elements Model "FDlFS" Link-Seal Modular Sea! Doubie seal for added proiection. Type: Fire Seals 50-.�Element: Silicone (Grey) Pressur@ Plates: Steel zinc dichromate Bolts: St el��.vith 2-part Zinc Dichromate proprietary cor�i.Zn inhibiting coating. Temp. Range: -67 to Q00°F (-55 to +204°C)' NOTE: Sustains a constant t me N.of 325°F. (163° C.) = Sustained operetion near tempera� rtie limits may affecl life expectancy. � PROPERTY ASTM EPDM (EPbM L) NITRILE SILICONE METHOD Hardness (shore A) D-2240 50 ±5 (40 t5) 50 ±5 50 ±5 Tensile D-412 1450 psi 1300 psi 860 psi Elongation D-412 400% 300°/a 250% Compression Set S-395 15% 45% 40°/a 22 hrs. @ 158°F (70°C) 22 hrs. @ 212°F (100°C)__ 22 hrs. @ 350°F (177°C) Specific Gravity D-297 1.10 1.42 1.40 Material Properties of Composite Pressure Plates ASTM PROPERTY METHOD VALUE Izod Impact - Notched D-256 2.05 ft-Ib/in Tensile Strength @ Yield D-638 20,Q00 psi Tensile Strength - Break D-638 20,250 psi Flexural Strength @ reld D-790 30,750 psi Flexural Modulus D-790 1,124,000 psi Elongation, Break D-638 11.07% Specific Gravity D-792 1.38 Moisture Conleni 0.18°l0 Bolt & Nut Specifications Standard: Carbon Steel Carbon steel, zinc dichromated per ASTM B633, with an additional corrosion inhibiting proprietary organic coating. (passes 1470 hour salt spray test) Tensile Strength = 60,000 psi, minimum. Mode! "OS-316" Link-Seal Modul ��yea Combination of oil resistant rubber r� stainless steel hardware. Type: Oii Resistant Seal Element: NitriIP��Gfe2f1� Note: Nol U.V resistant. Pressure Pla*as Reinforced Nylon Polymer Bolfs &.!',iuts: 316 Stainless Steel Ter.rp Range: -40 to +21D °F (-40 to +99'C)* = Sustained operation near temperature limits may affecf life expeclancy. Option: Stainless Steel ANSI Type = 316, Per ASTM F593-95 Tensile Strength = 85,000 psi, average. Page 2 � PSI-Thunderline/Link-SealO '�- � 6525 Goforth Street, Houston TX 77021 U.S.A. Tel: 713-747-6948, Fax: 713-7A7-6029, Toll Free: 800-423-2410 www.linkseal.com, e-mail: info@psipsi.com Submittal LS-10/OS . �2005, Pipeline Seal 8 Insulalor, Inc Century-Line�9 Pipe Penetrafion Steeves are used to create circular slee�ed holes in concrete poured barriers induding; walls, floors, ceilings, siructural supports and tank foolings. Molded from non-condudive, high impacl resistanl HDPE, Century-Line� sleeves are lightweight and easily inslalled by one construclion worker. They are available in 16 diameters ranging irom 2" to 25" and shipped, from stock, in any desired length. 16 sizes - 2" to 25" in diameter - Local stock, drop ship overnight. o In the event of a field or engineering change, sleeves may be cut shorter at the job si�e using ordinary hand too�s. Slandard sleeves are 16" (406mm) in lengfh. Longer length models may also be quickly fabncated as a custom ordered ilem. Positive hydrostatic seal... o Link-Seal modular seals are rated at 20 psig (40 Feet of head), which exceeds Ihe performance requirements of most applications. 118 the weight of steel. o Cenlury-Line� sleeves are light enough for one worker to install without a crane, hoist or helper which reduces insiallation time and costs. Century-Line� sleeves are easy lo slock and store and far less expensive to ship, when compared to steel sleeves. Resists water migration. o The 2' (SO.Smm) water stop cdlar not only anchors the sleeve in position but crea�es a tong tortuous path against the migration of water around the outside of lhe sleeve. Used for shotcrete wall applications. Ceniury_line� sleeves are engineered to mate wilh Link- Seal� modular mechanical seals for a lifetime of leak-proot peAormance. PSIfThunderline7link-Seal� is your one-slop source for everylhing you need to eHectively seal the annular space belween pipes and concrete barriers lhrough which they pass. Adjusts to wall thickness. � Century-Line� sleeves unique holla.v water stop collar ads like an expansion joint, adjusiing (up to 1!2' - 127mm) to tfie thickness of ihe wall. This compressive force reads against the forms like a spring, creating a prevailing lension which maintains proper sleeve location within the (orm. Nailer end caps position sleeve precisely in form. � Speciatly designed end caps provide an ideal method for adachin9 Century-Line sleeves to the concrete (orms. The end caps assure Ihat the sleeve holds its circular configuration during the pour. In addition to keeping out wel concrete, they also prevenl dirl from entering the sleeve during backfill operalions or the interim construction period. Tough high density polyethylene (HDPE) construction. High impact-resislant HDPE also provides excelleni resistance to acids, alkalis and olher organic solvents. Ideal for cathodic protection systems, these non-condudive sleeves will neiiher rus(, corrode or degrade. Low-lemperature properties are such lhat ihey may be instailed under any �veather conditions suitable for pouring concrete. High tertnperature applicalion limit is 150° F. (66° C.). The sleeve is molded with a teMure on ihe oulside suAace to assure a better bond, than most other plastics, lo concrete interiaces. o For shotcrete applications, Century-Line� Sleeves are easily posilioned to wall Form with threaded rod, and lhe end caps protecl the sleeve penetration while Ihe wall is formed. IWeights and Dimensional Data i Model CS �16" length) �--- --- I i � I i MODEL I.D. (In.� I.D. (mm) Ibs. Kg. CS-2 j 1.98 50.3 0.70 � 0.32 I CS-3 I 2.94 � 74.7 , 1.30 ! 0.59 CS-3-1/2 � 3.38 85.9 1.50 � 0.6H r----T � � �i CS-4 I 4.03 �2.4 ; Z.00 j 0.90 --�- ----`-- --=;r�� CS-5 �� 5.14 130.6 � 2.80 , 127 1 I CS-6 � 6 1�6.0 � 3.60 i 1.63 .--T---�----. _I __.._. _ _.�_. _.. _ . CS-8 � 8.21 I 208.5 i 4.80 � 2,18 - � _ -r�..__.�__� CS-10 ! �0.19 I 258.8 � 6.40 � 2.50 ^ CS-12 i 1226 I 3� 1 A TI 720 i 327 � - - - � I I CS-14 � 14.14 � 359.2 � 1120 i 5.08 -T-----r----'T-- _ � _ ��. CS-16 � 16.18 � 411.0 ; 12.00 ; 5.44 � -- -----r------=- � � CS-18 i 17.45 i 4432 � 15.5D � 7.03 � CS-20 � 19.12 E 485.6 I17.50I 7.94 ' CS-22 I 20.32 � 516.1 ; 21.00 9.53 - �- - CS-24 I--2276 ! 578.1 f 22.00 i 9.98 ---- ( � --� ---r-- � CS-25 I 24.81 ! 6J02 f 23.00 I 10.43 ----------'- -'------ � Weight Comparison �--.-_.__._.�__- �_� z WS STEEL SLEEVE i Century-Line� Sleeve iWS-12-37-5-12 = 60 Ibs, i CS-72-12 = 6.5 Ibs. f ' � �r Z ' _� € �� f . , ,. �t� � ��.- ��, � � :,� -�� H. n� s � ( < � I �lr��} � 1'� �1.,^�f�� .�. � Y� i �SM ;��} 1�� i , it� r fi:.��ro��s,�,- ��.:s� ;. �� _ �i= x` ,�� ,��.��?.�°' r��Y �- ��. L. '4'�{�T/ ¢'�Xz � `�� -t1 �f-. . ' t, i� �� T � � �� ' } � ��P k �,I' ': f'I `\' _ iy � ' f `� � . f !� .t "1'�'�h�� r _ ,r � , z` � � ; � > k� ,� � '� , •4 , � � _ xy; . �, .��.�e� � � ._.._ ._ ..�.....,_.._ ._. _., ; .0 _�_.�._ I . . __..K.� _ _ .� ,. :: �".w �._.�: � = ' ,L.. �. �x i 3.r.:sz '�' S £ . . }, .,�i �. s� s . : i�`�:.-� . .��- -s-�. �� ^ �" s... � � "i 5 a� � L �v.. �� '*'�i� i t` : SJ �' �r�'� r tk�S ^�'v v s�< 3T� r' i i,':. ;'t � � �'�T.�YP�ICAL �APPLICAT�I,ONSax�.,� �� 'L �.`��;.�,��a=��a� 9�a,��'{,�,. � � „��';`�<;�'�?; Century-Line� Model CS Sieeves In Combinantion with "low durometeP' EP�M Hollow water stop collar and Nailer end Century-Line� Model CS Sleeves are ideal for poured wall construction. Made of HDPE thermoplastic, they are lighfweight and easy to handle. Aloided-in waterstop and rein(orang ri6s serve lo anchor the sleeve in lhe wall and resist pour forces. Nailer end caps are provided lo make placemenl in forms simple and accurate. Sieeves are available in 16 diameters, up to 25', and any Iength. In the event of a field change they can be shorlened wiih ordinary hand tools. aps The unique water stop collar ads like an The Cenlury-Line Sleeves await lhe pipe and expansion joint, adjusting (up to 1!2" - Link-Seal modular seals, for the no leak 12.7mm) to lhe thickness of lhe v✓ali. In solution in this pump room. Please notice that addilion, nailer end caps may be nailed to the 24' Cenfury-Line Sleeves were no concrele forms whiie they also form a smooth problem to install at 1he top of the wall. beveled finish hehveen wall and formed hole. Contraclors easily installed Ihe Centur�-Line Sleeves; steel sleeves would have been a heavy load to inslall at this height. Cenlury-Line� Sleeves - for openings to 24.81' diameter. Where pipes must pass ihrough walls and flaors of new struclures, unless otherrrise shotvn or specified, install molded non-metallic high density polyelhylene Model CS Cenlury-Line� sleeves as manufactured by PSI-Thundertine/Link-Seal�. Model CS sleeves shall have integraliy fortned hollow wa�er stop sized having a minimum of tour inches larger than the outside diameter of lhe sleeve ilselF and allowing 1/2' movement behveen wall (orms io resisl pour forces. Each sleeve All producis are warrented against tailure caused by manufacturing defeds for a period of one year. Any product found to be so defective and returned within one year from dale o� shipment will be replaced vrilhout charge. The above warranty is made in lieu cf, and we disdaim, any and all other warraMies, assem6ly shall have end caps manu(actured of Ihe same material as the sleeve itself and installed at each end of the sleeve so as to prevent deFormation during lhe inilial concrete pour, and to facilitate attaching the sleeve to the wall forms. End caps shall remain in place lo protecl the opening from residual debris and rodenl entry pnor to pipe insertion. expressed or impfied, including the warranlies of merchanlability and fitness for a particular purpose, and buyer agrees to accepl the products wilhouf any such warranties. We hereby disclaim any ohligation or liability for consequeNial damages, labor costs or any other claims or liabilities of any kind wnaisoever. Standon Model C92 Saddle Clamp Pipe Support Specification Page 1 of 2 Standon Model C92 Adjustable Pipe Saddle Clamp Support The "Standon" model #C92 saddle clamp support is a two piece, fi►Il circle clamp specifieally desigiied to fit ductile iron pipe. It comes supplied with two bolts and nuts to retain the matching top saddle. The C92 is perfect for installations where seizmic activitiy may be present. A neaprene liner is available for IPS size pipe for a perfect t1t. . Accepts standard IPS pipe - No threading required. . Comes complete with over-sized anchorable base plate. . Available in sizes 2" through 3G". 1�iATERIAL Saddle Strap: ASTh1 A36 Collar/ Base Cups: ASTM A53 D.O.M. tubing Threaded Sn�d: ASTM A36; rolled thread Grade ASTM A307 Base Plate: ASTM A36 Sheet Steel -.25" plate FABRICATION All �velds: 100% MIG welding, electrode E7QXX Saddles: �arrt�e�-tfl-dueti}�: ire�s-ra�:tas: FIlVISH Sl�(J}�It�C: ,-��itr� r,:=;,�.,:.�;.: lincyr' fni lP� �r�� i PrPe support�have-a�c�rr�s�=�nm�sfistan�; gsl�+ani�ed frrrish.316SS to k;e s��nplieti DIMENSIONS nrr�r��rt ��1 UPPORT PIPE STRAP THREAD BASE h'TENSI�N DIST. TO http://standon.nedc92spec.html 2/ 1 /2011 Standon Model C92 Saddle Clamp Pipe Support Specification Page 2 of 2 SIZE O.D. SIZE STUD PLATE PIPE REQ'D FLOOR �, 2" 2 5„ 3/8�� x 1" x 6" 4"x6"x'/.�" 2" SCH. 40 7" 2%z" 3" 3/8,� x �� X 6" 4��x6��xyn�� 2�� SCH. 40 7" —� 3" 396" 3�2„ X 1" x 6" 4"x6"x%a" 2" SCH. 40 7" � 4" 4.80" `/" x 2" 1" x 6" 8"x8"x`/4" 2" SCH. 40 7" 6" 6.90" '/2" � 2" 1" x 6" 8"x8"x%4" 2" SCH. 40 7" 8" 9.05" %2" x 2" 1" x 6" 8"x8"x%4" 2" SCH. 40 7" 10" I 1.10" %z" x 2"- 1" Y 6" 8"x8"x%" 2" SCH. 40 7" 12" 13.20�� Z�� 1�� i�� c 6" g��8��xya�� 2�� SCH. 40 7�� 14" 1530" ��3„ X 1%2" x 6° S"x8"x'/" 3" SCH. 40 9%2" 16" 17.40" 5�3„ l 1'h" x 6" 8"x8"x%" 3" SCH. 40 9%" 18" 19.50" '/4" x 4" 2" Y 6" 8"x8"x%" 4" SCH. 40 10" �� ? I.60" '/�� X 4�� 2" X 6�� g��xg��Y�" 4�� SCH. 40 10�� 24" 2�.80" '/�" X 4,� 2" X �� B��Xg��x�� 4�� SCH. 40 10" 30" 32.00" 1" r 5" 3„ x 6" I S'� l 5"x %Z" 6" DII' 10" __ 36" 33.30" i" x 5" 3" x 6" 15"x15"x'/z" 6" DLP ]0" e http://standon.net/c92spec.html 2/1/2011 �� ,� '�� V.: ,9 �,�� . . .� an EnFTo Ind�stnes comp�r.y ��c� 7�� ..-� �-.- _�.--�— �-e--.,_ �MATER�IAL�;P. ROPERTIES�` -�� Color: Composition: Durometer, Shore A, +/- 5: TemperatureZ, °F (�C) Minimum: Maximum: Pressure2, Maximum, psig (bar): P x T(max.)Z, psig x°F (bar x°C): Finish Available Thru 1/8": Over 1/8": Meets Specification: Black Neoprene rubber 80 -20 (-29) +25p (+121) 250 (17) 20,000 (600) �; .��r, �.��;. � �� !�Y •f `�� -A,-� �'F�3: j.. y � �/ �: �z � � 'i . *.,r r. ;L�L.,:, J� _��.. ;:};::�;�� Cloth Smooth MIL-R-3065 and MIL-Std. 417 Type S Grade SC815 A1 E3 ES {PHYSICAL PROPERTIES_�_"'` . , _ ,_ � ,�_,,, _,_�a -- — - - • .. . _. _ _. _ _ �_ . =c� ASTM D412 Tensile Strength, psi (N/mmZ): ASTM D412 Elongation, %: ASTIVI D395 B Compression Set, 25% Deflection, Max. % 70 hours at 212°F (100°C): ASTM F586 Design Factors "m" factor: "y" factor, psi {N/mmz): ASTM D2000 Line Call Out: 1500 (10) 125 75 1 200 (1.4) 4BC815A14E014ED34G21 IR�MERSION PROPERTIES� _ _ __ _. _ . . -- __ . --- . . __ __ -- --. , _ . ASTM D471 Volume Change in ASTM #1 Oil, Range % 70 hours at 212�F (100°C): ASTM D471 Volume Change in ASTM #3 Oil, Range % 7D hours at 212°F (100°C): Notes: This is a general guide and should not be the sole means of selecting or rejecting this material. ' Values do not constitute specification Limits � When approaching the maximum or minimum ratings consult Garlock Applications Engineering -7to0 45 to 60 161166b Divioion Serc�t • Palrtryra, New York 13522 USP. • 1-31`.-597-1817 •Toll Frcc: 7�800-348-6588 • Fu: t-315-597-3216 • vrxwqadock.<om Fax (5ia) �si—s�ss KtV.: J ('L/UL) Sw�n� ��e�8c Valve '�25# FBange Sizes 2" Thru 12" / 50 mm & 300 mm Part Data Only �1$@i'18oS ��;:"-.ei Q ./� � •! i � � : i �� i�' ' i � '� �'/s�:' r � % ' . , , � , ., . : - . , . - -- �:� - - � . . _� �71 � Disc Arrangement 2"- 3" � ,zAB aAa�+zE � y�.. ,aA �isc ��13A ir iAA �� 15A RESILIENT DISC 19A .S5A I ��. ; ' i1A :tlf�A � '� � �� •� �: i`�: �� i `� , QA----� ��:�� - •,� - — �'� � �.`_ ,� _ i � — ,ae tai� - _ - �•� � .tA l[YC-R AND WEiGFiT ASSEM€IlY �'�� '�I . '��. �. n,� � �--� vf 1 A —"''�� -. • �-'� uq� ,;I `� iNA�� -•'f� I•1. _ v' � 2!R �=� _ - -.-i=:S� c:�'� �: � : � ibA =.=s ..~,-' : �/i �e�.� i `� � ��1� �i.e i +..` ,�. � t�� '�.ri'�-�•..} 18A 1�, t,�`�`.,. .?�IAA 1 �j�l 7t�h.•.. � 1nhP '� ��Y ,� � ;i;; � ' y� p.:a., �`'1',wl`,'� 14". `fv� _•.� "� ;: LEVER ANQ 5PRING :��!-:;•�,��t -�'-;, ASSEA48LY � �-.: � :� A� ��r,',�,a f,. r _ �p;� 2�A+ , �,--:1Af1 7PA - - 3 _ r c+'+►`.�7: i fGi1 L6,LW yA 4=r� '�L� 6aA`� �E5l�ieNT ?n RR{�h#�F SEA'iiN� A.e,5�h9t3LY i. �15A �•1� vavws��tin ` �s� j��. �zn� �d� fon�3!n � ;ti... � f � �',�= ; �a��:,��ti ��OW2E 1 �'�j 4'1 �` Ike': .!� � - Y� r� � + �h } (4 {I BRONZE � I� `� I, 1�1� � �j�� t,,?'l �EA71+YG� :e..� ' ��;v �!! f . ;��;�•-__ A99EMBLY �` ) � geu �� l .- nn6 -c' ` e�e ��93A.�f . f 5� wne x'�s• MANUFAC7URED IN . COMPLIANCE WITH AWWA C508 STANDARD Dantoss Flomatic can accepl no rasponsl�lilry (or possiWe ertors in catalogues, brochures and other printed materlal. Dan(oss Flomatic reserves ihe right W aller its produds without notices. Thls aiso app�les to product already agreeJ. All Uademarks in �hls material are property of �he respeclive compan(es. All dght reserved. 02009 Danfoss Ploma6r. Caporation. TTe drawings & infortnatlon on Nis Aravring sheet are the sote 8 exdusiveproperry of Danfou FlomaUc Corporellon. My reproduction, distribuUon, dlsplay or use of ihese drawingsor information in whde or in part wilhoul written authorizatlon of Oanfoss Flomatic Corp is strkily prohibited. ' DANFOSS PLOMATIC CORP. FN(N(58)767-97gg12801 Fp�No:SKCRvA � � � �� PHONE f518) 7b7-9797 i Swang Check V�Ive �25� Flange t�9ocl�6 90/LS/LN� Sizes 2" Thru 12" / 50 mm & 300 mm Part Data Only �ilateraals -�t�`. `�'< <�' n i h _ .;: t+ ",., _ v �•` - -- .�_.. �. . . « Item # Qty Description Material item �ty Description Material 1A v�/ 2 Side Plug w/ O'Ring Bronze 13A 1 Z�Wlresilient disc 2" -3" Stainless Steel 1�8 18 1 (for LW1LS) 14AA 1 Disc Ring (4"-12")"' Bronze 2A AlR Cover Bolts Stainless Sleel 18-8 15A 1 Seat Ring 8ronze 3A 1 O'Ring Syn Rubber 16A 1 Spring Steel 4A 'i Cover Cast Iron A-126 17A 1 Extended Hinge Pin for LW/L Stainless Steel A-276 5A 1 Body Cast Iron A-126 18A 2 Key for LW/LS Stainless Steel A-276 6A 1 Hinge Pin Stainless Steel A-276 19A 1 Set Screw Steel 7AA 1 Hin e ronze - yOAA 1 Lever Arm for LS Steel 9 Ductile Iron A-536 4"-12" 7A8 1 Hin e w! ke a for LWILS ronze - 20AB 1 Lever Arm for LW Steel 9 Y`�' Y� ) Ductile I on A-536 4"-12" 8AA 1 Disc Bolt 4" - 12' "' ronze 21A 1 Bracket Steel � ) Steel 4 -S" SAB 1 Disc Bolt (4" - 12")*" Steel 4-8" 22A 2 Hex Head Bracket Bolt Steel 9AA 2 Disc Bolt O'Ring Syn Rubber 23A 1 Eye Bolt w/ 2 Hex Nuts Steel 9A6 2 Disc Bolt Gasket Syn Rubber 24A 1 Stu�ng Box Bronze 10A 1 Disc Holder ronze 25A - Packin Gra hite Fiiled Cast Iron A-1 6 4"-12" 9 P 11A 1 Disc Plate Bronze 26A 1 Gland Bronze 12AA 1 Disc Nitrile Rubber 27A 1 Weight Cast Iron A-126 12A6 1 Disc" ronze - 2gA 1 Set Screw Steel Cast Iron A-1 6 4"-12" " Denotes that part is available only as part of an assembly "'Cast inegral (2"-3") MANUFACTURED fN COblPLIANCE WIiH AWWA C508 STANOARD Danfoss Fbma6c can accept no rasponsibility far possibla ertors in catelogues, brochures and ofher printed material. Danfass Flomadc reserves Ihe right to alter fls producls withoul notices. This also applies to p�duct already agreed. All Irademarks in Ihis material are pmperty of the respecfive ccmpanies. All right reserved. 02009 Danfoss Floma6c Coryoralion. Tha dra�vings & infortnation on Ihis dravring shaef are the sole 8 exdus)ve property of Danfoss Plomatic CorporaUon. My roproducUon, distributlon, dsplay or use ol these drawingsor iniortna6on In whole or in part withaut vrtilten a�thorizaUon of Danfoss Flomalic Corp is sUictly pmhibited. DANPOSS FLOMATIC CORP. � � � GLENS FALLS,N.Y.12801 PHONE (518) 761-9797 February 21, 2002 �• _ FAX (518) 76�-9798 , Dv�g No:SKC Rev A ROfViAC INDUS�RIES, iNC. STY�.E 501 ��- �� —� � -��-�a s��—�^3��-�6�'�i�- SUBII�ITTAL IiVFQRi1AATION �—�� + b�f i �_,>> `an;:i2uL� _.� AWWA C219 Romac 501 couplings meet the specifications set forth in the AWWA Standard C219 coupling spec. MATERIALS Castings The end rings and center rings are cast from ductile (nodular) iron, meeting or exceeding ASTM A 536. Gaskets Gaskets are made from virgin Styrene Butadiene Rubber (SBR} compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Other compounds available for petroleum, chemical, or high temperature service. Bolts and Nuts 5/8 inch, High strength low alloy steel trackhead bolts. National coarse rolled thread and heavy hex nuts. Steel meets AWWA C111 composition specifications. Stainless steel bolts and nuts available on request. Coatings �hvN; i;va�-a��,�i2�-+iv �ca�i N,ui��-�t�-,i-�vn=�SP�i�i-F,"rOic:.i��7 ��;�-,�-ar��if. Fusion bonded epoxy, !; ;�,:.�i�-eNcx�,�-ard-ct"�; C-C-�c,�'ilfi^-y6-u`v;uliuvi2-C�=i i�ct�iicjt. PRESSURE When properly installed on a pipe that is within the correct outside diameter range, couplings in the Romac Style 501 line can be used at working pressures up to 250 psi. Higher working pressures available for specific applications. SIZES AND RANGES See Catalog. 9/04 Romac Document Number 20-8-0005 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phrri:r ;�>��y 351 ��kt]1,i • T�:11 ��ret: 1�;l"ii7 �??� cl:ial • �;sa {�12`; 53Fat tj:'�,li • v,�'r.•r.�.r;?nr,i{:i�tr,i,^:;trii:s,cc;r;i 15 August 27, 2007 ROMAC INCUSTRIES, �tyle "501" Straight, �ansition � 1-soo•426-9341 A E� and I,ong �arrel Couplin�s � c 0 :«.. m U :� �U � g CJ� � _� a> � � Cen[er Rings: Ductile iron per ASTM A 536, Grade 65-45-12. YeRssrs�opecaV:-Epe�nd-s�aeial-seati��s ��a��Fusion bonded epo�ry ta be suppiied End Rings: Ductile iron per ASTM A 536, Grade 65-45-12. Color coded RED for O.D. and Std. Stl., BLACK ior cast iron and YELLOW for AlC. Gaskets: SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other compounds available on request. Bolts and Nuts: Trackhead bolis, heavy hex nuts, UNC 5(e" rolled ihread,•h�iy^�-stre�ih-leti�raHsy;-eoFrosron sesisFar��-s;ee!-pee-A'A�1MA-Gt�-9t�e��atafia��r-c�oci�4�esetinys�avei�a��ce-re�u�st.316ss i0 be Options: For other options and specilications, see Page 2-21. SUppll@Cl Pressure: When properly installed on a pipe that is within ihe correct �D range, the Romac 501 can be used at working pressures up to 260 psi. WARNING; Fiexible coupiings do not provide proleclion against possible pullout of pipe ends in unrestrained conditions. �See Page 7•4 for appropriate restraint system. ��tS CAUTION: Coupiings vriih a step in the center ring have the poteniial for migreting along ihe pipe, AW�Q C219 ° therefore same form of reslrafnt should be used. NOM. ONE END BY OTHER END BY LIST PRICE P�PE COLOR GASKET APPROX. X COLOR GASKET APPROX. CR SHOPCOAT FUSION EPDXY SRE CODE RANGE USE CODE RANGE USE X LGTH +��o W�� wC316 w/STD w�304 w/316 88N SS B8N SS B&N 88N SS B8N SS B&N r p � 2.OD - 2.14 O.D. Stl., Copper y, 4 f� 2.00 • 2.14 O.D. SU, Capper 2�� '� �� 2.12 - 2.38 Std. Stl, Copper, PVC X y�', �;��; 2.12 - 2.38 Std. Sil, Capper, PVC X 5"� _.;.f 2.35 - 2.65 Std. Stl, Copper, PVC -�� "� : 2.35 • 2.65 Std. SII, Capper, PVC 559.14 577.14 t09.e1 572.81 590.80 5123.48 �:::w. '�T ;, •4a 2•50 - 3.00 C.I., Copper, PVC ~.-°-:t;`;�: 2.50 - 3.00 C.I., Copper, PVC '� � 3.00 - 3.29 Copper, OD Steel �.�. � 3.00 - 329 Copper, OD Steel -� 5" � 94.20 135.97 195.54 116.41 158.17 217J5 -� 3�� `` J� 3.30 - 3.51 Sld. Stl 8 PVC X �'!% : 3.30 • 3.51 Std. Steel 8 PVC X ,_:,r �.,. 3.5D - 4.00 S1d. SII, CUDI 8 PVC '�, -+� 3.50 - 4A� Sld. SII, CIlDI & PVC 10" 173.98 165.30 253.05 140.83 192.16 279.90 �'�r��,v� 3.80 - 4.05 O.D. Stl., 3" D.L -. �:;.�; 3.80 - 4.05 O.D. SII. 5� N1.68 147.68 213.02 138.00 174.00 239.34 �<'r;.'v; �;�.06 • 4.31 Riv. Stl. `'" ''` 4.06 - 4.31 Riv. Sil. ..,,��:�.••,- ��'�';�`? .w:.: � 4.50 - 4.70 Sld. SU, PVC � ' 4.50 - 4.70 Sid. Sii, PVC 7" 142.45 19422 26024 176.02 217.79 293.81 u c:, ;�; 4.50 - 4.81 Sid. SII., D.I. & PVC `'� `'� '' 4.50 - 4.81 Std. Sti., D.I. & PVC 4 - X� X 10" 160.42 21174 299.49 198.22 249.53 337.29 4.80 - 5.00 Casi Iron & PVC 4.80 - 5.00 Casl Iron & P4C 4.74 - 5.10 C.I. & AlCME 4.74 - 5.10 C.I. & A/CME �2" 254.39 305.70 393.46 314.33 365.6� 453.40 5.11 - 5.30 AlC R.B. 5.11 - 5.30 AIC R.B. YELLOW 5.11 - 5.40 A!C R.B. CL. 200 YELLOW 5.11 - 5.40 A!C R.B. CL. 200 14�� 287.58 351.00 507.55 355.34 418.76 575.32 '`%�;.��5.40-5.60' Sid.Sll.&PVC =-'�-,{ 5.40-5.602 Std.Sil.&PUC 5.60 - 5.79 z Sid. SII. & PVC ��~:;aj 5.60 - 5.79 � Std. SII. & PVC •��a� ' � 152.01 197.01 257.81 187.84 232.63 314.51 � . : 5.80 - 5.98 2 Sid. Stl. & PVC �.� �'� `] 5.80 - 5.98 � Sid. SII. & PVC 5 ��',�,7-°�.,j 5.80-6.10 O.D.SiL �� 5.80-6.10 O.D.SII. � � -1' ��i 6.05 - 6.30 Riv. S1L ��;,.; 6.05 - 6.30 Riv, Sil. 7�� 180.59 232.80 327.83 223.15 .275.35 370.39 s n .. -: �` 6.55 - 6J6 Std. Stl. & PVC a�.?r:,� 6.55 - 6.76 Sid. SII. & PVC X 10" 240.27 304.42 414.11 296.91 361.05 47075 �+�..N �'i+i ': L-.� il `;, 6.60 - 6.91 Std. SU., D.I. 8 PVC X��•a`�:'; 6.60 - 6.91 Std. Sil., D.I. & PVC 6.90 - 7.10 Cast Iron & PVC 6.90 - 7.10 Cast Iron & PVC � 2° 313.41 377.55 487.25 387.25 451.40 561.09 6.86 - 7.20 C.I. & AlCME 6.86 - 7.20 C.I. 8 AlCME 14� 3q125 418.24 61621 A21.66 498.fi7 590.62 7.15 - 7.35 NC R.B. 7.15 - 7.35 AIC R.B. YELLOW 7.26 - 7.60 A!C R.B. CL. 200 ELLOW 7.26 • 7.6� A/C R.B. CL. 200 Y'?'; 7.80 - 8.10 O.D. SiL "'`�'° 7.80 - 8.10' O.D. SII. 5 192.58 246.58 344.58 237.96 291.9 389.9 M � �fiT� i 8.05 - 8.30 Riv. S1L fz z�` j 8.05 - 8.30 Riv. SIL � k�� ; 8.30 - 8.55 C.I-Soil, PVC Sewer �,-�-^-� �� 8.30 • 8.55 C.i-Soil, PVC Sewer �� 226.67 289.31 403.35 280.�8 342.7 4567 s;� .:� 8.b5 - 8.75 Std. Stl, PVC � h�.� 8.55 - 8.75 Std. SII. & PVC $�� .:�*;,�>..:y; 8.60 - 9.06 Sid. 511., D.I. & PVC X,ry�;?-x� 5.60 - 9.06 Std. Stl., D.I. & PVC X 1 p^ 294.64 371.61 50325 364.�8 441. . 572.6 9.05 - 9.30 Cast Iron & PVC 9.05 - 9.30 Casi Iron 8 PVC 12�� 440.67 477.64 60928 495.08 572.0 703.6 8.99 - 9.40 C.i. & AlCME 8.99 • 9.40 C.I. & A/CME 9.31 -9.50 AlC R.B. 9.31 -9.50 fUC R.B. 14�� 428.41 520.82 758.37 529.37 621.7i 859. YELLOW g.39 - 9J9 A/C R.B. CL. 200 ELLOW g.39 - 9.79 A/C R.B. CL 200 � Standard Genter Fsing iength. ro order: uetermine v.u. or pipes to be coupied. seiect proper gasKet range ror eacn p�pe rrom anove z Requires special 5° end ring. table. Insert high range of each gasket into catalog number as foliows: 501 - one end x other end. . Example: To couple 4" A/C rough barrel and 4" O.D. steel with 5" Center Ring, order 501-5.30 x 4.05 X S 2-2 ROMAC INDUSTRIES, INC. RESTRAINED FLANGED COUPLING ADAPTER FOR STEEL AND DUCTILE IRbN PIPE 3 THROUGH 12 INCH F M SUBMITTAL INFORMATION At�ROVED USE The Restrained Flanged Coupling Adapter is used to connect plain end steel (Schedule 40 minimum thickness} or ductile iron pipe to a flanged pipe or fitting. It provides flexibility before and after installation, and a RomaGrip wedge sty�e restrainer provides restraint for the plain end pipe. Not for use on plain end mechanical joint fittings. Note: Some initial axial movement may occur in lug style restraints as (he Iugs seat. Movement is directly related to the size of the piping system and the system pressure. In generel terms movement of approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland and Flange Body Ductile (nadular} iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gaskets Gasket is made from virgin Sryrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Flange gasket is O ring style and is made of Nitrile Butadiene Rubber (NBR) in accordance with ASTM D 2000. Other compounds available for petroleum, chemical, or high temperature service on request. Restraining Bolt Restraining Lugs Lug Locators T-bolts and Nuts Coatings FLANGE AWWA C219 FM Approved PERFORMANCE �� Nominal 7/8 -9 roll thread, Ductile (nodular} iron, meeting or exceeding ASTM A 536. Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Polyurethane, a thermal plastic. 1 I:.�L L. 1.�... 11_.. 1 T I�.��J.L�Ix. h1 L:�-�-1 IIR.J. i nyii'�ifciiyui �uvv auuy �icci I'IIGdU lJVll. fVAllUIla1 I.VAIJC �VIICU FM�..r..J ,J L. .4.... ..1 C"`a....l a.. n1AnArA ('`�� 'a'.... '{1, � t• p}.. uucau aiiu iicab"y iicn iiut. .�icci �iicci� r�vvvvn �. i i i GvPilj�Gjiilui� •, - �. �j��'�� Stainless steel bolts and nuts available on request. r,<<;°.;i�;:,;; s ��.,a��.,��. ,.�__ ,:_� ._ _ . .�.. r�_ � ...,,+�..., +�., �. Ji w�i Gvai aNNucu �V i:a�t j�oi ia ��i Ct�ii i vSivi � j�i v�ccu..� � li i u afiSi�. � Fusion bonded epoxy available �n request. Compatible with ANSI Class 125 and 150 bolt circles. Romac 501 couplings meet the specifications set forth in the AVWVA Standard C219 coupling spec. FM approved for cast iron and ductile iron pipe. Pipe 5ize Pressure Rati (inches) Workin 3 275 4 275 6 275 8 275 10 275 12 275 Max. Joint si Deflection Pi e Insertion inches Test (°} Minimum Maximum a 412 2.0 2.0 4.5 2.5 412 3.5 2.0 5.0 3.� 412 3.5 2.0 5.5 3.5 412 3.3 2.0 5.5 3.5 412 3.0 2.0 6.3 4.3 412 3.0 2.0 6.3 4.3 SIZES AND RANGES See Catalog. Document Number 20-8-0018 8106 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone {425) 951 6200 • Toll Free 1 800 426 9341 • Fax {425} 951 6201 • www.romacindustries.com 22 N C O .� U w �U d �. � � .� R � ROMAC � INDUSTRIES, INC. 1-800-426-9341 MA��E ! �.S.A July 5, 2010 Style "FCA501" Flanged Couplin� Adapte� Flanged Body: £a€'�c-ka�cs�4ST,'.1,G576-6raGe�65-CS-i�"-Flar,ge�meetgG`�e-dimerFBE lined & coat��' A':5t-Elcss-l-£S�snE-FS�balt-c iretFs:-'�`�Ilmrshopa�i-0�harltaryzeuaEngr,vdl evte-c End Ring: Ductile iron perASTM A 536, 6rade 65-45-12. Color coded REO lor O.D. and Std. Sll., BLACK for cast iron and YELLOW for A/C. Gaskets: SBR per ASTM D 2000 MBA 7f 0, compounded lor svater and sewer service. Flange O-ring gasket is NBR �ubber. Other compounds available on request. � Bolts and Nuls: �Trackhead•tr�ti� haaay��x7sm'3-UNE•`igh-�u�ig;h;iow�ll�.•y,-acrasiaa-,��i�:cr,f-c:eal-,xi �:11!'1�.1�Cki�Fhs-10=�..n�-1�2=II�.^.y� �!:e ��dra.".cz:c•mild•cScal.-cicat;ag�P:cn;:aA�tsiS�o-he::-head-E;het .....;cri�l.-.-e; s�cial�caa;ir,g,•��a��.,r�„�4�� 3�4sst to be supalied Anchor Pins: AISI 12L14 low carbon steel, minimum of 60,000 psi yield strength. The number of pins shown is rated for 2D0 psi. Siainless steei pins (316 onty} are available on requesl. Stainless steei pins require douhle Ihe quantiry. Ootions: For o�her oolions and soecifications. see oaQe 2-23. �a..,.�.. ninnern t+o� � � rsons wnvu[5 / s^ Fcasoi WIfhOU� �lange Bolts � L� For 14" and above, see FC400 on Page 3-5. ��"`" � �� I �/ NOM. COLOR GASKET APPROXIMATE CATALOG LIST PRiCE Add•On APPROX. PIPE CODE RANGE USE NUMHER Complete wAnclht�e WC�m�4SS wC�om�l6t� L&Cy w�BSHT SIZE �� Pins ' Bolts & Nuls Bolts & Nuts `-'fS �Y n ''"�� ` 3.00 - 3.29 Copper, OD Steel FCA501 - 3.29 �i �T °l� "� 3.30 - 3.51 Sld. Sil E� PVC FCA501 - 3.51 �»6.37 239.20 $201.89 $237.01 527.92 16 H 3 '',t';4'•v-��:rs ,,`.f,.,._� .,.. � Pins'/x" " ,; :.;�_ 3.50 - 4.00 Std. Stl, Cl/DI & PVC FCA501 - 4.00 4�� r�-� ' 4.06 - 4.31 O.D. Stl R �I Stl O.D. SU. FCA501 - 4.�1-3 �' '�-"<<�' 4.50 - 4.70 Std. Stl. 8 PVC FCA501 - 4.70-3 X - _ 3�� 4.50 - 4.81 Std. SU., D.I. & PVC FCA501 - 4.81-3 21979 NA 286J1 305.71 3A.91 19# 4.80 - 5.00 Casi Iron 8 PVC FCA501 - 5.00-3 Flange x� 4.74 - 5.10 C.I. & A/C M.E. FCA501 - 5.10-3 5.11 - 5.30 A/C R.B. FCA501 - 5.30-3 3.80 - 4.05 O.D. FCA501 - 4.05 -� � 4.06 - 4.31 Riv. Stl. FCA501 - 4.31 '��'= =` �=�' 4.50 - 4.70 Sld. S11. 8 PVC FCA507 - 4J0 4.50 - 4.81 Std. Stl., D.I. & PVC FCA501 - 4.81 232.39 29�A0 292.42 335.98 34.91 1F3 k 4�� 4.80 - 5.00 Cast Iron 8 PVC FCA501 - 5.00 4.74 - 5.10 C.I. 8 NC M.E. FCA501 - 5.10 Pins:'/z' 5.11 - 5.30 A1C R.B. FCA501 - 5.30 YELLOW 5.11 - 5.40 A/C R.B. CL. 200 FCA501 - 5.40 � -. - 5.80 - 6.10 O.D. FCA501 - 6.10 � . 6.05 - 6.30 Riv. Stl. FCA501 - 6.30 ''- i`�'� 6.55 - 6J6 Sid. Stl. & PVC FCA501 - 6J6 = 6.60 - 6.91 Std. SIi., D.I. & PVC FCA501 - 6.91 296.44 369.18 390.32 �136.72 47.27 28 # 6° 6.90 - 7.10 Casi Iron & PVC FCA501 - 7.10 Pins s/e" 6.86 - 7.20 C.I. 8 AIC M.E. FCA501 - 7.20 � 7.15 - 7.35 A/C R.B. FCA501 - 7.35 YELL04U 7.15 - 7.45 AIC R.B. CL. 2Q0 FCA501 - 7.45 - 7.80 - 8.10 O.D. FCA501 - 8.10 �'�`-= 8.10 - 8.30 Riv. StL FCA501 - 8.30 - ��'� `' 8.30 - 8.55 C.I. Soil, PVC Sewer FCA501 - 8.55 ;�• �'.`; 8.55 - 8.75 Sid. Sll. & PVC FCA501 - 8J5 407.47 473.72 501.35 547.75 57.19 34 � n - w:=' 8.60 - 9.06 Std. S�I., D.I. 8 PVC FCA501 - 9.06 $ 9.05 - 9.30 Cast Iron & PVC FCA501 - 9.30 Pins:'In' 8.99 - 9.40 C.1. & A/C M.E. FCA501 - 9.40 � 9.31 - 9.50 AJC R.B. FCA501 - 9.50 YELLOW 9.51 - 9.70 A/C R.B. CL. 200 FCA501 - 9.70 -� 9.80 - 10.10 A O.D. FCA501 - 10.10 . 10.20 - 10.55 A C.I. Soil, PVC Sewer FCA501 - 10.55 737.73 825.03 1,0�9.92 1,197.54 124.72 581t ^ e.._.` l OJ0 - 11.00 A Std. Stl. & PVC FCA501 - 11.00 Pins:'/e 1 �� 10J0 - 10.80 B� Std. SII. & PVC FCA501 - 10.80 Use 10A 10.89 - 11.40 B � Cast Iron & PVC FCA501 - 11.40 tor Std. Sd. YELLOW » 55 - 11.75 B m A/C M.E. FCA501 - 11.75 � 17.76 - 12.12 B� A/C R.B. FCA507 - 12.12 : �j,{_a�iiK� ', 11.81 - 12.10 A O.D. StL FCA501 - 12.10 ': i�.'-:.2 12.65 - 12.95 A Std. Sq. & PVC FCA507 - 12.95 816.16 951.86 1,421.08 1,578.16 153.15 i0 � 1`Z�� 12.70 - 12.80 B Std. Stl. & PVC FCA501 - 12.80 Pins:'/e" 73.15 - 13.55 B Cast Iron & PVC FCA501 - 13.55 Use i2A YELL04N � 3.85 - t 4.1 o B A/C M.E. FCA501 - 14.10 (or Std. Stl. 14.05 - 14.40 B A/C R.B. FCA501 - 14.40 0 16�� ,��'�� 16.00 O.D. SII. FCA501 - 76.00 1,�q8.49 NA 1,288.05 1,534.17 261.99 137 N 17.40 Ductile Iron 8 PVC FCA501 - 17.40 OO To Order: Add the letter "P" to end of catalog number (or FCA501 with anchor pins and "X" for less flange bolts. Example: FCA501- 5.00 P or FCA501- 5.00 X 3-2 'NOTE: Harness Lugs used with Romac FCA501 s require longer flange and through bolts lhan what are provided as standard with 3" - 12" FCA501 s. 10" FCA501s require special considerations. Contact Romac Engineering tor more information. OCANNOT be used with mating flanges 'O Submit pressure data when that have threaded bolt holes. specifying pins. Pin quantiry is dapendanl on pressure. �Less (lange boltslnuts. Cannot be used on O.D. steel pipe or non-metallic pipe. '. Flexible coupfings do not provide protection against possible pullout of pipe ends in unrestrained conditions. STYLE 475 Designed lo provide a durable mechanical joint for grooved end stainless steel piping systems, Style 475 stainless steel couplings are available in Type 316 (CF8M). See chart on page 2 for pressure ra[ings. The Sryle 475 comes standard wilh WRAS-certified, Grade "EW" EPDM gasket material with approved microbiological resislance. Stainless sleel track bolls, which provide single-wrench tightening, are provided as standard. The Victaulic sys�em accommodates expansion/conlraction/deflection and permits designers to take advantage of these characteristics. Elimination or reduction of special vibration accessories, expansion loops and se�tlement allowance are among the options. Request 26.01, 26.02 and 26.04 for addilional details. Unique design features cf the Style 475 coupling permit assembly by removing one nuUbott and scissorfng housing over gaskeL This reduc2s the number of components to handle during assembly, which speeds and eases installation. MATERIAL SPECIFICATIONS ' Services listed are General Service Recommendations only_ It should be noted Ihal there are services �er which these gaskets are not recommenced. Reference should aiways be made �o the latesl 4fctaulic Gasket Selection Guide (05.01) for speci(ic gasket service recommendations and for a listin, of servlces wnich are no[ recommended. Standard: 106 OWNER System No. �ocation _ EPDM (Green "W" color code). Temperature -30°F to +230°F/ -34°C to -r110°C. Recommended for fiol waler service within the specified temperaWre range plus a variety of dilute acids, oil-free air and many chemical services. WRAS-certified material with approved microbiological resis�ance to BS 6920 for cold and hot potable water ser�ice up lo +149°F/+65°C. NOT RECOMMEN�ED FOR PETROLEUM SERVICES. Gaskets (specify choice) • Grade "E'�PDM EPDM (Green S[ri�±� color code). Temperafure range -30°F to +250°F1�3' °C to +110°C. Reccmmended for c1'd�d hot water service within lhe speci '�mperalure range plus a variety of dilute acids, oil fre e:.a`d many chemical� �t,es. Ul Classified to ANSI/NSF 61 for cofd +86"F/+30"C and hot +180b"r',�82°C potaHe water service. NOT RECOMMENED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange Stripe co ode). Temperature range —20`F to R F/-29°C to +82°C. Recommended for.{Jetroleum products, air wi[h oil vapors, vege[abl��neral oils within the speciii t me perature range. NOT RECOMMENDED FOR HOT WATER SER�+l E� S OVER +15�.5+66°C OR FOR HOT DRY AIR OVER +14d°F/+60°C. � tinued on oagz 2 � ��-�. �;� ��. y_:�. i�:t'i. i � �.: . �:...:, .�,.�, f:. f. PATENTEU Housing: Type 316 stainless steel, conforming to ASTM-A351, A743, and A744 Grade CF8M. Housing Coating: None Gaskets: � • Grade "EVJ" EPDM CONTRACTOR Submiited By www.victaulic.com VICTAUUC iS A REGISTERED TRADEMARK OF VIC iAUUC WMPANY_ 0 2010 VICTAUIIC COMPANY. ALL RIGHTS RESERVEO. P.e"U G ENGINEER 5pec Sect Approved Para ✓ctaul�c' 17.14 I S��'sne�ss S�ee! ��oupling STAfNI_Fj5 STFEL - ti ROOtif[O Ci}U�LINGS �.��i�� 2XI�� 6��s �� c��li�� STYLE 475 17014 Continued from �IMENSIDNS �{� �Z� I x iYPiCFL FOR ALL SIZES • Grade "0" fluoroelastomer Fluoroelastomer (Blue color code). Temperature range +20°F to +�t� C to +149°C. Recommended for many oxidizing acids, petroleum oiis, h e afed hydrocarbons, lubricants, hydraulic fluids, organic liquids and air with h aroons. • Grade "A" wfiTe'nitrale�/ White nilrilP (�(�ft:i;�gaske�. iE�p �r�atur�e range +20'F to +180`F/-7°C [o +82 °C. No carbon �k-cnn� May be used for iood se�7ii.�s eets FDA requirements and conforms to CFR Title 21 Part 1772600. Other gaskets are availa6le. Please reter lo 05.01. Bolts/Nuts: Type 316 stainless steel, oval neck track 6ol�s and heavy hc;z nuts with chemical and physic�! properties ol ASTM F-593, Group 2, Condilion CW and special anti-galling coating. I ' 1,31i 0-006 0.57 245 436 l03 1.6 i 2`-43' 2-%x2 25 33.7 0- Ib 43 62 ill 41 6] I% 1.650 0- 0.06 G.45 L84 u.�7 1.72 2 4 32 ^2.� 0- 1.6 2° - 10' 38 2-� Y 1 72 I 19 44 D.9 I!4 � 1 9n0 0- O.CG O.iD �_, 3.22 4J4 1.72.. 2.0 40 � �83 D-1G I°-5n" �3 i"= �7 12U 4�) I.D 2 � Z375 0-0.06 032 ?3U S.D3 1.80 I7 50 • 603 0-I.n I°-30' 2� 2--�'x? �q 129 4b 0.& - ---- - �� -- • - ---- - - '<'h 2875 0- QOb � 0.2b 3.95 559 1.°0 1.9 �_�_ 55 %3A 0- t.ti 1° - 15" 22 J K� 99 142 46 0.9 ----= - - ----- ------'- 3 G�0 a- O.C6 01S :DO S.T 1.80 1.9 76.imm � ?5.1 0-1.6 I°-12� Z� ?-yzx2 f02 ISB 46 03 3 3.500 0-OGo 0.21 - �.0 fi,67 i.E;O 29 8C ' 86.9 0-16 ��-� 18 2-'F'�7� 11= 169 46 � 1.3 - --a ' ?S00 D-0.13 - - - C33 5J5 Z96 2.OD .2 . 100 1143 p-3� I`-35' �� 2-Vix2+ ieb 202 51 ' 1.9 _ � . ____ _... S.S00 0- 0.13 027 6.81 8.9� 2.00 G 9 1397mm i 139.7 0-3.2 1'-13" 2i Z-`hr.2�s 1;; 228 51 22 . _� b.500 0-Q.I; 0.23 Z37 10.53 2.00 6.A .'IE;.lmmi 165.1 0-3.2 1°-0 �9 2-45x3'/ ZOQ 268 51 3.1 t•411owable Pipe End Separation znd DeFlection nqures show the maximum nominai ranye of move- ment available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes thes= figures should be reduced by: 50"b for �/ - 3'h_720 - 90 mm; 2596 for 4'/ I W mm and larger. # Denote511S pipe sizes. www.victaulic.com �C��LU�iC� VICTAUI.IC IS A REGISIEHED TNADEMdRH OF V�CTAUUC COMPANY: O 2010 VIC7AULIC COMPANY. ALL RIGHTS RESERVED. ---- 17.14 2 �Ey_G ? 'fi '�� G r � a �, � � - ¢ i ii i� ��`` �,� � � 1 n � � � M i �.. .�,�5 '-...r.=� T?. a G �� 0 ,-�S ';� F�j `�:, t� i 1 i� � . . .,, .�. 3 ,.� .-. � '� .ic _, x: ;. j_._, t.. i.:: i�.k � ,�� y ..... s�� Y-... �? �.._� �'�,, , �-�. 1�... � :__.; �'3 _, ._ ,._ t_�, , . .. _ _ i . � 6, I - �, d •;�� -- F �- ' ;r� a � � � ;7 '� � � J., � _. ;�.v: A ,a � e-._„ ; '> >_., _��s c' r...., �..�,-.: i : ' r � —1 a y n�a _..� �8�� °�a�� .�-��° �� -s�� BA�teaials off Cons�ecteon Item Descri tion Material Cast Iron ASTM A726, Class B Acid Resistant Bronze, ASTM 8427 Allo C90800 Carbon Steei. ASTM A216. Grede WCB A1 Body 3t6 Stainless Steel, ASTM A743, Grade CF-8M Allo 20 Hastello C Monei A2 Bearing 3161 Stainless Steei. Sintered Slainless Steel A4 Bearing 376L Stainless Steel, Sintered Stainless Steel A5 Gasket ' Non-asbestos fiiler in Styrene-8utadiene Rubber binder A6 8onnet Same material as body A7 Stud. Plug Carbon Steel, Grade 2, Zinc Plated PAetal Isame metai as valve 6ody except Cast —� Iron and Carbon Steel which have 316 � S[ainless Steel Plug) Plug Rubber Faced (same metal as valve body except Carbon Steel which has 316 Stainless - Steel Plug) Sea plug tacing materiais listed below. CR Chbroprene iR516' and R51]) --� NBR Acrylonitrile-Butadiene (RS24' and RS26') AB NRH Hard Natural Ru6ber (RS53) Cilfl Chloro-Isobutene Isoprene IF555•) , Plug Facing NRCR Hard Rubber wah Chloroprene Overlay �RS53 wi[h RS77) CSM Chloro-Sulfonyl Polyelhylene (RS47`) FKM fluoro Rub6er (RS48') NBRD Acrylonitril2Butadiene (RS261 3' NRCR Plugs and CIS bodies only CR Chloroprene (RS171 Carbon Steel, Grade 2, Zinc Piated Iq, ABZ, NR Body Materials) A9 Bonnet Screws Carbon Steel, Grade 5, Zinc Plaied (CS Body Material) 1&8 Stainless Steel (S2,lW, HC, ML Body Materials! A10 Feh Washer SAE F-7 (lever, MNA and NT actuators onlyl ' � NBR Acrylonitrile-Butadiene, PTFE and NBR Rubher FKM Fluorinated Hydrocarbon, PTFE and A71 Stem Seal FKM flubber PTFE Graphoil (GTN) Al2 U-Ring Piller FKM and NBF only •Indicates transfer molded process 2 � 2009 Sartell Valves, Inc. A9 i-- A7 1 <- A10 � �� o � o �— A6 0 � �— A5 �� A4 �i-- Al2 �• A�� — A8 �f— QZ l � i � A1 0 0 � O � 0 0 O O � \ � O �� o�� (v vaaues � 'Cv Values = Flow in�GPM14 of water at 1 psi pressure drop. Kv Values = Plow in m�'hr of water at 100 kPa pressure drop. Note: Cv1Kv Values will be slightly higher for valves with threaded end anJ for me[al-to-metal seated valves. Sizing data is based on discharge inm conduit rether than atmosphere. I�QDQIOAC�ADO@ SQaBBt�a�QBS ANSI ilange drilling conforms to ANSI 8'16.�, Class 125 and AN51 B16.5, Class 150. AN51 threaded end connections conform to the NPT requirements of ANSI ai.zo.t. Mechanical-joint end connections conform to ANSVr+�VA Clll/A21.17. Grooved joint end connections conform to ANSUAVJWA C606. Metric 10 bar flange driliing conforms to ihe NP 10 requirements of �nternational Standard ISO 2084, [o the 10 bar reyuirements of British Standard 4504, and to the NP �0 requirements of German Standard DIN 2532. Metric 16 bar ilange drilling conforms to the NP 16 requirements oF Internatlonal Standard ISO 2084, to the 16 6ar �equirements of British Standard 4504, and to the NP 76 requirement of German Standard DIN 2533. OIN parallel threaded end connections conform to German Standard DIN 259. British Table D Flange drilling and Table E Flan9e drilling conform to British Standard BS 10. . � British tapered thread eod connections conform to British Standard BS 21. � Japanese 10 bar flange drilling conforms to Japanese Industrial Standard JIS B 0203. Japanese tapered threaded end connections conform to Japanese Industrial Standard JIS B 0203. French tapered threaded end conneciions conform to French Standard NFPN E 03-004. Vaive Size Port Area 9'o Cv/Kv .5' (15mm1 204 70/9 .75' (20mm} 117 20117 1' (25mm� 72 33J29 1.2� (32mm1 .115 7a/6a 1.5' (40mm) 64 74J64 2' (SOmm) 91 �481"I28 2.5' (65mm) 99 2367204 3' (BOmm) PA 330/285 iao�o 90% 809'a 3 LL 70% 3 6�% E � 509'0 � 409'a c m � 30% v a 20°/a 109'0 0% FBow C@eae�ac6erestoc �PeSSti�'e �a$1A9�S C.W.P. non-shock working pressure retings are: Cast Iron 175 psi (1207 kPa� Acid Resisting Bronze 200 psi (�379 kPal Aluminum 1W psi {1034 kPa) Carbon SteeP' 285 psi (1965 kPa) Stainless Steel" anA Other Alloys 275 psi (1896 kPa) Hard and Soh Ru66er Lined �75 psi 11207 kPal Cast IroM Body 'Cast Iron conforms to ANSI B16.1 Class 725 Hydrostalic Test. � "Carbon Steel and 316 Stainless Steel conform to ANSI B76.5 Class 150. :%a0V@ WeY�IH$S Bod Material Ib (k ) Valve Cast Iron Bronze,Acid Bronze Aluminum Carbon Steel Stainless Steel Size Flanged Threaded Flan ed Threaded Flan ed Threaded Flan ed Threaded Flan ed Threaded .5' �75mm} 8 14) 5 (2) I B 141 5 12) 4 (2) 3 (1) 7 13) 5 121 7 13) 5 (21 J5' (20mm} 8 14) 5 (2) 8 14! 5 (2) 4 f2) 3 11) 8 l4) 5 (21 S 14) 5 (2) 1' 125mmY 8 f41 5 (2) 9 (41 5 (2) ' 4 (2) I 3 I1} 9 14) 5 (2) 9 (4) 5 (21 1.25' (32mm1 12 �51 8 (4) 13 161 9 (4) 6 (3) 4 (21 11 (51 8 141 11 15) 8 (41 �.5' (40mm) 13 (6) 8 l4) 14 (6) 9 (4) 6 l3) I 4 (2) 12 (5) 8 (4Y �2 (5) 6 (4) --�► 2' (50mmi 20 (9) 12 151 23 (10) 73 (6) �0 (5) I 7 13} 21 (70) 12 (5) 21 ��0) 12 (51 2�' (65mm1 29 !13) 19 (91 34 (15) 20 (9) 14 (6) 10 l5) 32 (l5) 19 (9Y 32 �"15) � 19 191 --� 3' {BOmm1 42 119) 31 (14) 45 120) 32 (15) 2'I (101 76 17) ' 45 (20) 37 (l4) 45 I2D) 31 (141 Note: Weight includes levers. Weight added for adapters: 1 Ib. /.5 kg � 3 U9'o 104�a 20% 30� 409'0 50°/a 6U� 70� 80% 90% 100% Valve Percent Open �9�� . �� s � @lalvre ��eYlti �Q�ew �oo.000 600,ODU SOO,ODO 40Q,OW 300,000 200.OD0 155,000 f00,0�0 90,090 ao,aao IO.00D 60.WU 50,6U� 40,000 ?O,OQO 20,000 � �0�� 60W � 5000 � 9000 � 3000 t Ol O ZQ00 L F �j 1000 LL �0 600 500 400 300 zoo 700 � 60 TO � 50 40 30 20 10 9 8 7 6 5 a 3 2 i 1 ss- a �r 54' 42' 36' 30' 2-0' 20' 18' 16' 1S" 12' 70' B� 6' 4' � 2.5' Y 1.25' & 1.5' 1' 75' 5' �oo.aoa 100,000 40,000 80,000 70,000 60,000 50,000 40,OU0 30,U00 20.000 70,000 4000 8000 7000 6000 5000 4U00 3000 2000 L � 1000 '� 00 3 700 p 600 li SOD 400 300 200 100 90 70 � 50 40 30 20 10 9 8 7 6 5 4 3 2 1 1.0 lBa�ve �ae90y ��eao — i�Aetanc . I650mm & 1800mm 1400mm 110amm 3QOmm 750mm 600mm 500mm 450mm 400mm 350mm 300mm 250mm 200mm 150mm 100mm BOmm 65mm 50mm 32mm & IOmm 25mm 20mm 15mm 4 1.0 10 20 Pressure Drop (psi) �0 700 14D Pressure Drop (kPa) ��a�a� �c�a�� P��ssa��e �agn�a�s Direct shutoff pressure differentials for lever, nut and adapter actuated valves must not exceed 150 psi (1030 kPa). Reverse shutoff differentials must not exceed 25 psi (170 kPa). If valves must seal higher reverse pressure, use handwheel actuators. � -�i L�veEr (�.� .5-3" (15-80mm} valve design includes a bolted- on, non-removable lever. To order, add code LV to basic valve code. Ordering Example: PEC, 2, F 1,CI, N BR, C R• LV �Q�gflilS$��DB� ��Q9@�U'�P ��{D All .5-3" (15-80mm} lever actuated valves are furnished with an adjustable, open position memory stop as standard. With the stop rir�g adjusted to the desired open position, the valve can be closed and reopened to the same position. This feature makes the valve ideal for air conditioning balancing service. Valves with resilient seats provide double-duty on this application by combining balancing and shutoff in a single valve. S�ae�a8�ss S$ee� ��@�nea� — �.e�ea� �c�aea�e¢9 Q➢aAr��s Includes stainless steel spring, stud, nut, washer and bonnet bolts. To order, add SB18 for 18-8 stainless steel or SB16 for 316 stainless steel after the actuator order codes Ordering Example: PEC,2,F1,CI,NBR,CR,S2�LV,S818 Wa��gi��v A�� o�aB9�s ��9�p Furnished as standard on .5-3" (15-80mm) valves. (vlust be ordered to use LVR Removable Lever or CH Chain Handle. To order, add code HLA to basic valve code. Ordering Example: PEC,2,F1,CI,NBR,CR'HLA lR�eoeov�f�0� ��e�r �B.a9�� For use with HLA Adapter. Removable levers must be ordered separately. Order Code Size ACCLVR103 .5-2" (15-30mm) ACCLVft105 2.�r3' (65-80mm1 &k�6t8A AaBag�tea fom �e�e� �6�8aa�$�e9 Va9�es The MNA adapter is required in order to use Floor Boxes (FB}, Valves Boxes {VB}, Extension Fittings (EF), Tee Wrenches (1NRT} and Extended Nut IENLV>. To order, add MNA to basic valve code. Ordering Example: PEC,2,F1,CI,NBR,CR* MNA �(I�aeoa �#I�ena6�� (��p For use with HLA Adapter. Chain Handle must be ordered separately by giving code ACC*CH followed by a dash and vaive size. Order Code Size ACCCH-.5 .5' 175mm) ACC•CH-.75 .75' 120mm) ACCCH-1 1' (25mm1 ACC`CH-1.25 1.25' (30mmi ACCCH-1.5 '1.5' (40mm) ACC•CH-2 2' (50mm) ACCCH-2.5 2.5' (65mm) ACC'CH-3 3' 180mm1 Ordering Example: ACC*CH-2 t�ha6on foo� C@��oua If��o�aB�e (C6l�� Order as a separate item by giving code ACC*CN101. Specify number of feet required and number of pieces. Ordering Example: ACC*CN107 Chain 1 piece 10 feet iong Ordering Example: ACC*LVR103 . . ��m�� Q � R�ateria8 �roaps � Group 1 Cast Iron � � Group 2 Carbon Steel 2�' (50-80mm) Group 3 Stainless Steel, Bronze, Alloys P Square Length Seat End of Valve sy�e.e Hex � r- � � 6- 50 � is � � 4 I � � � q Dia. "D" Dla. of Bolt Circle �asic 96alve � ' Dimensions B Square Square Square Square S 1 2 3 4 Valve A Flanged Flanged Threaded C D*" K L M Q R Size Material Material Materiai Power- DR55 Grou Grou Grou Rac DR40 DR85 P P P NxP NxP NxP NxP 1& 2` 3 1,2 & 3 .5' .�4 e 12 4.1 ��77 1.69 2� � .?�,�§i 410 .55x.55 � -5 zt.4 63x.75 21 .44 4.03 3.54 5.19 15mm 11 105 l05 79 43 60 44 60 104 14x14 22x77 13x36 16x19 5 ll l02 9D 132 .75' .44 4.12 � 3l2 1_69 2J5 1 72 2_38 4.10 .55x.55 .BBx.69 .50x1.42 .63�_75 ,� ,44 4 Q� � S.19 20mm �1 105 105 79 43 70 44 60 '104 14xt4 22x17 13x36 16x79 5 11 102 90 132 1" .a4 4.12 4 1 3.12 '1.69 3.12 1.72 238 4.10 .55x.55 .E8x.69 .SOx1A2 .63x.75 � .44 4.03 3.54 5.79 25mm it 105 105 79 43 79 44 60 104 74x14 22x17 13x36 16x19 5 1l l02 90 732 1.25' .56 4.38 � � � 3.�f5 2 12 �� 55x 5� ,�9 50 1 4 ,�3x,Z�1 ,Zl ,94 4 Q� I 3-�4. 5 l.� 32mm 14 111 'Il1 114 5a 89 54 6D 113 14x14 22x17 13x36 '16x19 5 ll 102 90 132 �_5' �6 q,� 4�� 9�4 2.72 3_86 2.12 2.38 4.44 .55x.55 88x.69 .50x1.4 .�� 21 .� 4.03 3.54 5.� 40mm 14 111 '111 714 54 98 54 60 173 74x14 22x17 13x36 16x19 5 ll l02 9D l32 > � 63 �� S.��Q 5.25 2.50 475 � 2_38 4.91 .55x.55 .88xt.31 .SOx1.42 .63x.73 2'1 �A 4.03 3.54 5.19 50mm 76 178 140 133 64 121 64 60 125 14x74 22x33 1�36 16xi9 5 11 102 90 132 � .69 7_50 � 625 3.72 5.50 3.03 2.75 5.78 .67x.54 .88z131 .63x.74 _ ,�6 � 3_9� 3G3 5_1� 65mm 18 191 1.65 159 79 140 77 70 147 t7x74 �x33 16x19 7 73 99 87 732 > 3' .75 8_00 �$ 7.75 3.88 6_DO 3.56 275 631 .67x.54 .88x1.31 .63xJ4 . � ,�Q 4.Q� _ �.29 80mm 19 2Q3 167 197 98 �52 90 70 760 17x14 22�C33 t6x19 7 13 102 134 F�flannaa@ 6Sctu��oPs �� o-:4.d� A�9�p�eP �/E�9�aaaa E��aqa�� Dimensions ide View Top View� Inches •Flanged cast iron valves are available in sizes 2, 2.5, and 3' only (50, 65 and 80mm1. Millimeters "Oimension D is ANSI B16.1 Class �25 and ANSI 816.5 Class 750. ��9��0�� WQ��BB$�A' �� Q��D��B' I \\ T I /� � � i .� C�7 O Valve T S'ze HLA MNA U V W Lever qdapter Adapter - _5' 4.5 4_38 .fL12 4.00 4.06- 9.00 15mm 1l4 1�1 155 102 103 229 7 .75' 4.50 4.39 6.72 4_00 4�6 9 QQ \ 20mm 114 111 755 702 703 229 / \ 1' 4.50 4.�8 6.12 4.00 4.06 9.Q0 25mm 114 1�1 155 102 103 229 115' 4.88 4.69 6_50 5_00 4.53 11_00 32mm 124 1'19 165 127 tl5 279 1. �' 4 9¢ 4.69 6.� 5_00 4_53 1 t_00 40mm 124 119 165 727 115 279 ,� 2' 619 6_00 7.75 6.50 5.22 14_00 50mm 157 152 797 165 133 356 2_5' 7.40 7.00 9.50 7.50 5.69 14_50 65mm 178 178 241 191 745 368 �3' 7.75 7 62 9_50 9_00 638 19.00 80mm 197 194 241 229 162 483 11 - � - � - COl�iST�liC1"k7N It�iG Subr�it�a�g �`ran.�mit�al & Izespons� Shaded areas are forCity of Rentou�ase,orily Submittal Number: 056 DATE: 02/�11/2011 (Contractor. each submi[tal transmiffal wiJl have a consecutive num6er beginning wifh "1 ". P,esubmittals wiU be identified with R1, R2, etc.) Note: One form shall be filled out for each submitfal i!e,�n. The vnly exception will be if multiple items from fhe same supAlier are submitted as a package for the same :,cheduled work. Contract Name: WESTVIEW LlFT STAi'ION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: WWP-27-3533 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DEaCRiPTION Owner's # if no bid #) Response 1 i Div 10-16 IValve limit Switches ❑ Re-submittal Supplemental Submittal Submitted by: AJ SMITH, Project Manager 425-493-1826 Signature — Printed Name & Title Phone # The Owner has reviewed the above noted documerts and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required 51 = SUBMIT SPECIFiED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below P.J = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements oF the construction Contract. Contrador is responsibie for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its woric with that of all other trades; and the satisfactory performance of its entire work in sirict accordance with the construction Contract. The review is undertaken solely to satisfy Owners obligations and doas not reiieve Contrar,tor from its obliyation fully to perforrn all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Uwner's Comments and Sign-off: # (key to Ccmment above) � � — c ~A t.. � S �'ar�y ��'7 r� '�c �aa l Tli 5 W I/JC-� Cy €u� _ '� ' �� _v� i��Q � � - ' � 13 .� c �.! /�i.'_ttJ / % �/L I J '� / — !^ �� a u Printed Name � Title �Date See Attached Owner's Cnmments ❑ See Marh-Up of Subr�itta! Documents [] See Other Attachments m John D. Hobson From: Tyler Whitehouse [TWhitehouse@carollo.com] Sent: Monday, February 28, 2011 3:50 PM To: John D. Hobson Subject: FW: Westview LS - Submittal Review Attachments: Submittal #056.pdf; Submittal #036.pdf ]ohn, Comments are as follows for the attached submittals: #036 Submittal Action: MC 1. Provide 2" NPT discharge (10.11313-2.01.F). 2. Provide 230V, single phase Motor (10.11313-2.01.G). 3. Cable length shall be a minimum 30 feet plus sump depth rated for use in Class 1 Division 1 locations (11313-2.01.G.6). 4. Submittal only includes information on Grinder Pumps and Pump Discharge Assembly. Provide Accessories as specified (i.e. guide rails, chains, hooks, ball float level switch) in this submittal or under a separate submittal package (11313-2.02). 5. Support intermediate guide rail with stainless steel brackets and anchors to the walls of the wet well in lieu of the pump discharge pipe (11313-2.02.A.5). 6. Pump Discharge Assembly shall accommodate 2-inch discharge size (11313-2.02.B.3). 7. Provide optional non-sparking construction. 8. Provide 4.00-inch impeller trim to meet specified conditions (11313-3.03.A). 9. Page five of the submittal data indicates the pump: a. Requires overload protection to be included in control panel. b. Requires a Barnes� Starter or Control Panel which Includes Capacitors, or Capacitor pack. c. Requires a relay for interfacing with the moisture sensor. d. Requires a relay for interfacing with the temperature sensor. Confirm the existing control panel includes the components and configuration required per the manufacturers requirements to properly warranty the pump. Notify the Owner of any modifications required prior to beginning work in the control panel. #056 Submittal Action: MC 1. Provide Nema 7 sealing. 2. Confirm limit switch is compatible with swing check valve being provided. Let me know if you have any questions, Thanks, Tyler Whitehouse 1 Product Specifications Availability Operating Force (OF) Full Overtravel Force Pretravel (PT) Overtravel (OT) Differential Travel (D"I') Product Type Actuator Lever Type Circuitry Ampere Rating Supply V oltage Housing Material Termination Type Housing Type Series Name Sealing CSA File # UL FIle � ATEX File # IEC Ex Operating Temperature Comment Agency Anprovals and �tandards UI�iSPSC Code IJi�1SPSC Commodity Sealed Global 2,22 N to 5,56 N[0.5 lbs to l.25 lbsj 90� maY. 5,56 mm [0.219 in] (3°) maY. 90� max. 0,18 mm [0.007 in] (0.25°) max. �IICRO SWITCHT"' Explosion-Proof Limit Switches Side Rotary 1.S in FiYed Lenb h Lever with Bronze Roller (.75 in dia. x.25 in wide) 1NC 1N0 SPDT Snap Action 15 A Ind./ 0.5 A Res./0.25 A Res. 125 Vac, 250 Vac, 480 Vac/125 Vdc/250 Vdc Aluminum 0.5 in - 14NPT Conduit EX EX NEMA 1, 7(Class 1, Division 1, Groups C, D), 9(Class .I[, Division 1, Groups E, F, G) LR57324 E14274 KENIA 04ATEX2312 X Yes -40 �C to 71 °C [-40 °F to 160 °F] CW Actuation UL, CSA, ATEX, IEC BY 302119 302ll 9 Syrit�hes and cantrols and relays Explosion-proof � _ . . � . COh1ST�lICT10M I*IC. Submittal Transmitfa! & Response Shaded areas aze for City of Renton use only Submittal Number: 062 DATE: 02/23/2011 (Contractor.� each submitta! fransmitta! wil! have a consecutive numberbeginning wifh "i". Resubmittels wil! be identified with Ri, R2, etc.) Note: One form shal! be filled out for each su6mittal item. The only exception wilf be if muftiple items from the same supplier are submitfed as a package for the same scheduled woric. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. No.: VWNP-27-3536 Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # item (or Spec Sec #, DESCRIPTION Owner's # if no bid # Response � 1!Plans �Electrical Trench.Syste_ m jConcast � i'I�- - �-- --�----- , I � ❑ Re-submittal ❑ up lemental Submittal Submitted by: � ��,', ' ; ' �%: � AJ SMITH, Project Manager 425-493-1826 Signature , Printed Name & Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPECIFIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating its work with that of all other trades; and the satisfactory perfortnance of its entire work in strid accordance with the construction Contract. The review is undeAaken solely to satisfy Owner's obligations and does not relieve Contractor from its obligation fully to perform all Contract requirements, nor shall such review give rise to any right of action or suit in favor of Contractor or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, the review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: # (key to above � � — I � c t�] l. J c+ .�i= /.� c.. I f' Comment �HA�t [�c' �',/IL_L'HN��t-- -/. wJ �•-!' / �=�/��"�'T�`�- t�. �%� • -J� • i.,. i'%', < c Printed ame & Title ; -Z"� -ll Date ❑�e Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments 1 8010SBr 3 8011ATH-BD 2 8012 lOXO 3 8013 3 8001 CHANNEL PEDESTRIAN COVER PEDESTRIAN CHANNEL UNIVERSAL PEDES END PLATE PARTITION BOARD ALUMINUP BOLT DOW 80 FIBERCRETE � TRENCH .4Y.4TF.M , 8013 801 ow►wN eY: COLIN HORTOP DATE: Z�Z2�2O� � REVISION LEVEL: WEIGHT: MA7ERIAL: LBS. �� '` 1010 NORTH STAR DRIVE P.O. BOX 69 ZUMBROTA, MN 55992-0069 DESCRIPTION: TRENCH LAYOUT DIMENSIONS ARE I.N INCHES COMACT INFORMATION: TOLERANCES: EMAIL: INFO�CONCASTINC.COM $HEET 1 OF 1 FRACTIONAL: t 1/8" pHONE: (507� 732-4095 ANGULAR: S 2' FAX: (507) 732-4094 229-003 r �-� -i 7/8" 1 1/8" 1/S" � 2 1/4" 1 1/4" 2 3/8" � 13 3/8" � 7/8" SECTION A-A FIBERCRETE � TRENCH SYSTEM PEDFSTRIAN RATED - 200 LB. PER SQ. FOOT }� 12 3/8" � � � -T----�r-----------1r---T- 2�� 1 II 11 I � ' I I I� nr�,a►wN eir: ROBIN LEWIS DATE: 9�2� �ZO� O REUISION LEVEL: O WEIGHT: MATERIAL: 25 LBS. CAST FIBERCRETE � �� . � � � 1010 NORTH STAR DRIVE P.O. BOX 69 ZUMBROTA, MN 55992-0069 DESCRIPTION: END PLATE DIMENSIONS ARE IN INCHES CONTACT INFORMATION: TOLERANCES:. EMAIL• INFO�CONCASTINC.COM ,$HEET 1 OF 1 FRACTIONAL: : 1/8" PHONE: (507� 732-4095 ANGl1LAR: ! 2' FAX: (507] 732-4094 8013 --�{ 3 1/4" � i 40 3/8" 3 3/4" (REF) A � � ��2„ DETAII A SCALE 1 : 4 14° 7° � R1/2" � 3/4" i i � 29/16" 2" 3 3/4" 7 3/4" 47 7/8" � 9 1 /2" � DRAWN BY: ROBIN LEWIS DATE: � ��3�ZO� O REVISION LEVEL: O WEIGHT: MATERIAL: 70 LBS: CAST FIBERCRETE �� ,I��;� �� 1010 NORTH STAR DRIVE P.O. BOX 69 ZUMBROTA, MN 55992-0069 DESCRIPTION: PARTITION BOARD DIMENSIONS ARE IN INCHES COMACT INFORMATION: TOLERANCES: EMAIL:INFOOCONCASTINC.COM FRACTIONAL: ! 1/8" pHONE: (507� 732-4095 $HEET 1 OF 1 ANGULAR: ! 2' FAX: (5071 732-4094 8001 FIBERCRETE � Tl? FNr'N EXAMPLE OF PARTITION PLACED INTO A STANDARD SECTION OF PEDESTRIAN � � � FIBERCRETE TRENCH SYSTEM FIBER & STEEL REINFORCED CONCRETE m PORT .Y) � 12" (REF) � ��„ � 1" (TYP) MATERIAL THICKNESS � � 13" 12,� �REF� SOLID COVER OPTION: P/N:8011 QTY=2 STEEL, ALUMINUM, & VENTILATED OPTIONS AVAILABLE TOO. 48" (LENGTH� ----------------- ----------------r ----------------- ----------------� PEDESTRIAN RATED - 200 LB. PER SQ. FOOT DRAWN BY: ROBIN LEWIS oarE: 11 /19/2009 REVISION LEVEL• A WEIGHT: 128 LBS. C�fl�N�A�S�T 1010 NORTH STAR DRIVE P.O. BOX 69 ZUMBROTA, MN 55992-0069 DESCRIPTION: UNI CHANNEL W/COVER SUPPORT DIMENSIONS ARE IN INCHES CONfACT INFORMATION: � TOLERANCES: EMqIL' WFO�CONCASTINC.COM FRACTIONAL: ! I/B" PHONE (507) 732-4095 ANGULAR: ! 2' � FAX: (5071 732-4094 PARTNUMBER: SO�2 ��OXO� SHEETIOFI L � I'113ERCRETE � TRENCH '�'M � CONCRETE � lo � �z� �-- � 2" -'f � 7/8" NOTE: FOR NON-STANDARD LENGTHS THE CHANNEL WILI BE SOLID BOTfOM AND DESIGNATED BY ITS CORRESPONDING LENGHT MEASUREMENT. IE: 8010SB 37' DRAWN BY: COLIN HORTOP � DATE: 2�4�ZO� � REVISION LEVEL• O �`�,�t M �� \ WEIGHT: MATER�A�: 1010 NORTH STAR DRIVE P.O. BOX 69 105 LBS. FIBERCRETE ZUMBROTA, MN 55992-0069 NOTCHEDFOR CABLE CLIPS PER SQ. FOOT DESCRIPTION: PEDESTRIAN CHANNEL DIMENSIONS ARE IN INCHES COMACT INFORMATION: TOLERANCES: EMAIL:INFOCaCONCASTINC.COM $HEET 1 OF 1 FRACiIONAL: t 1/8" PHONE: (507) 732-4095 ANGUL4R: ! 2' FAX: (507� 732-4094 8010S6 i - � - r . CON3TRLJCTMJN I�iC. Submitfal Transmittal & Response Shaded areas are for City ofRenton use•only Submittal Number: 063 DATE: 03/29/2011 (Contractor. each submitta! transmitfa! wil! have a consecu6ve number beginning with "1". Resubmittals will be identified with Rl, R2, etc.) Note: One fom� shal! be filled out for each submitfal item. The only exceptron will be if multrple items from the same supplier are submitted as a package for the same scheduled work. Contract Name: WESNIEW LIFT STATION UPGRADES Contractor: ADVANCED CONSTRUCTION, INC. I . C•�'��1'�'t a��•�Z� Fed Aid # : NA The Contractor submits the following noted attachments to Owner's for review and response: Sub Bid Item # Owner's item (or Spec Sec #, DESCRIPTION # if no bid # Response 1 Misc Pump and Float Re-submittal � i�G- i__._--- ---- -- -- — --i ------------- - -- ❑ Re-submittal ❑ upplemental Submittal A Submitted by: I AJ SMITH, Project Manager 425-493-1826 Signature Printed Name 8� Title Phone # The Owner has reviewed the above noted documents and responded as noted above, under "Owner's Response". Key: NE = NO EXCEPTIONS TAKEN MC = MAKE CORRECTIONS NOTED: No resubmittal required, but corrections noted are required SI = SUBMIT SPEC►FIED ITEM: Resubmittal required — rejected, see comments below RR = REVISE AND RESUBMIT: Resubmittal required — rejected, see comments below RJ = REJECTED — see comments below Note: Review is only for conformance with the general design concept of the Project and does not extend to consideration of structural integrity, safety, detailed compliance with Contract requirements and any other obligation of the Contractor. Any action shown is subject to the requirements of the construction Contract. Contractor is responsible for confirtning and correlating all dimensions; fabricating and construction techniques; coardinating its work with that of all other trades; and the satisfactory performance of its entire work in strict accordance with the construction Contract. The review is undertaken solely to satisfy Owner's obligations and does not relieve Contractor from its obfigation fully to perfortn all Contrad requirements, nor shall such review give rise to any right of action or suit in favor of Contrador or third persons, against the Owner. Comments or actions may not be complete, once non-compliance is documented, tha review may be discontinued and the submittal rejected. Owner's Comments and Sign-off: � (key to Comment [' � i c �. � L SiqrYat re Printed Name 8� Title �.,. _ �:.. � . Date '� - 5ee Attached Owner's Comments ❑ See Mark-Up of Submittal Documents ❑ See Other Attachments #063 Submittal Action: MCN 1. Contractor to confirm the existing control panel includes the components and configuration required per the manufacturers requirements to properly warranty the pump. Notify the Owner of any modifications required prior to beginning work in the control panel. 2. Cable length provided is indicated to be 30 feet. Provide minimum 30 feet plus sump depth (11313-2.O1.G.6), which is approximately 45 feet. 3. Confirm that floats are individually weighted as shown on Contract Drawing E-01. 4. Contractor to provide quick disconnects per Contract Drawing E-01. Page 1 of 1 AJ Smith From: Annette Gregg [annettes@hdfowler.com] Sent: Monday, March 28, 2011 3:00 PM To: AJ Smith Subject: FW: Attached Image Attac h m ents : 4643_001. p df Resubmittals attached address notations on the first letter on items no.#'s: 1-5; 7& 8 with the exception of the a cut sheet for a hook. (example of chain assy attached, guide rail submittel attached) #6 has already been addressed and approved by the engineer #9 will need to be confirmed by the contractor that the existing panel will accommodate the new pump and floats.. ACI will also need to confirm whether or not the existing panel will need capacitors. These resubmittals also address the second letter received, no. 1 should be covered by the annotations on the pump submittal. #2. since the existing panel is being used, no need to clarify our submittal for a new panel, disregard. #3. new mercury free float switch info attached. #i4. weighed floats will be provided. #5. junction box will not be used per spec #6 - 1-1/4" discharge already addressed and approved #7 chain assembly cut sheet attached, 31655 will be provided per spec, shown as reference only. I would be happy to contact the engineer to help with the process if there are any other concerns as to what we are providing. Let me know if I can help in anyway. Thanks! F�nnette Vregg � ii�aier'vilorics Saies HD Fowler Company � Marysville B�anch Phone: (360) 651-2400 e�. 212 Fax: (360) 658-5305 � Cell: (425) 864-5225 From: CANON@HDFOWLER.COM [mailto:CANON@HDFOWLER.COM] Sent: Monday, March 28, 2011 2:35 PM To: Aaron Pardee Subject: Attached Image 3/29/2011 r� �^s� ��, � � � �� Sea�ies 3�SG'!� L Class t, Grou� D, Division 9 www cranep�nnps.com SubmersitiHe Gr�r►der XP �pe.c.�ficatior►s: ' Dt5CHA8GE ........_.........._._.....:P/.' NP�; Verfical LIQUID TE�Y7PERATLRE.........._.104'F (40`C) ConUnuous VOLIiTE .,....�..,....�.-.........�.....,Cast iron AST:M A-48, Cless 3E1. 61fOTOR N�USlNG ............._......Cast IronA3I"MA-48, Ciass 30. SEAL PLATE ......................_......Cast Iron ASfM A-48. Class 30. IMPELLEFta D'esign ....................t0 Vane,Vortez, With Pump �ut Vanes On BackSide. Rynamicalty Belancsd, • I50 G6.3. " Ma(eda! ..................8�-5-5-5 BrQ�e SNREDDtNG RING ........_...........Fiardened 44DGSfaintess Steel Raekwelt� C-55. CU77ER ,_............_.,..._ ..............Hardened410CStainless Slee1, Rockwell@? E�55. SiiAkT _ ...............•••--•............,....4'I65tainle.ss S[eel 5CIUARE'RMGS .._ .....................6una•N HARDWaf3�......_ .....................„.300 Saries Sfainless Steel PAINT ............._................_._.....Air �ry Enamel. _ SE.4L; Desiqn ....................Tandem Me:ha'n'rcal, Oil Eilied Reservoir. 1Na1oria/ ...................Rolaling Faces:- Ca�bon. Stationa.ry Faces - Gz[amic Elastomer - BunxN H rdware -300 Secies S[a.intess CORD ENTRY._ ..................._._ .3D ft{9.1 mj Sld: Cord. Epoxy Sealed ousing wilh Ser,oradar� Pressure � Gromrt�ent for 5ealing and Strain Retief UPPHK gEARING: Desiga ...........,_._..Single Row, Ball, Ofl Lubricaled LoatJ ........_ .............Radial l..OWER.9Er4RINC: Design ..............._...Sinqie Row, O(I: E.iibricalion ' Load._....._ ..............Radfal &'ihrusf MOTOR: Desrgn ....................NE61A l-5ingle Phase, NEMA B-Thcee Phase Torque Eurve: Oil-Filled, &qu5nel Caga Ind4�cllon 1nsulaflon ................Class B. SINOL6 PNAS�•r Capac$or StarUCapacitor Run. Requires ove'rload protecUon to.tia indudad in control panef. Requlres Barnes� Starier or Conhnl Fanel wh+Cfi Indudes C�pacitors, or C2pac!!or pack. THREE ?HASE:. Quaf Vo(taAe 230/460; Requires Qvedoad Protectroq io he ind"udeciin �ntrol:pBneL lt141STURE S'EN$QRS ................Nortnally Opeh (N(O},. Requtres reFay In cbnf[ol.panel TEMF�RATk1RE SENSflRS....,_IVortnelly Closed. (NiC�, R'equires relay in.coqtiof'panef - DPT70NAL EQUIPMENT....._._...Seal Matertat, fmpeflarTrims, cord Le�gin Series: XS�V-l. 2��►, a4��c�n�, sa�z .F. �'^. t : t f .~+.• %��: �UndcrwritersLabordtodesluc� O1� FUeNo.£Z3fl42 Sample Spedfications: Seelion B:Page 14. D�SCRIPTI�C�f: TME GRINDER. PUMP f5 FOR US� ]N IitIZARD- OUS LOCATIONS .AND 15. DESIGN�D i0 RE- DUCE pOMESTIC, COMERCIAL,.INSTITI!'YIONq� A1JD LIGHT lNUUSTRIAL SEINRG6 TO A FlNE�Y GROUND SCURRY, .. .. . . _ .._ . . S�GTK]N 3G ��;; � PUNfP� :&.S�TEMS PAt3E ; n - - -. ' 'D1,iTE 9109 ACrene Co, Comparry USf�: �937) 778-8$4T' • Ganada: (905y 45T-8223 R InteTnaiionel; (937.) 615-3598 ��r6e� �C�C�� , � '� ' '� Class I, Graup D, blvisian 1 ��.�� . www.cranepumps.com Submersible GrinderXP 21.00 (533j 4" NPT CHAR�E � � �r . �98, Y MDDEi NO PART NO HP VOLT/PF! Hz RPM NEMA fULL LaCKED CORD CQRA (tlom) STAR? LbAD � .RQTQR SILL TYPE � C,ODE AA7p5 AMPS XSGY.Y022L 12Z335 2 23011 BR 3450 H 15:0 SJ.B iqL4 SQUJ %SGV20G21 727328 2 200l3 6Q ` 34�0 J t1.0 42.0 1N�. S�W XSGV2092L 1271Y7 2 21013 6Q 3460 J 9.0 96.� 1Ut4. SOW lESG�C1042L 12:73F8 2 460YJ 80 � 5450 . ,I 4.5 78.Q' 10/4 SOW XSGV2052L t29529 2 575/J 60 . 3450 J 9.2 id.4 10/4 SDW Mofstura a TemperatutE sensa cord for all models Ic 18J5 SOW, A76:(12mm) 0.0. ficher (mrty �) J ;} CORD O.D inch (mm 0.6Z (t7) 0.67. (17) 0.67 (1T) 1POR7'ANT ! MOISTUREAI�ID 7EMPEFiAT11RE5ENS9R5 MUST BE CONNECTW TO UAUDrtTE7H6 ULLfSTING. A NONSpARl�NG BftEAIC IM'AY FIT.[WG MUS7 fl� t15��Tp VALIpATE iHE UL USi1NG. �ASPECIA�MOIS7llRE'SEN&OR.REUIY'ISREOU1REp.fNTH�C.QN,i.ROLPANELF�tPRDPE�tOPERATIONDFT}l.�.M01S7URE,SErySORS_ , CONil��T BAFNESP11MP5 FOR�IlJFORfdA710N.CONEER�JW,�ly901STURE SEN3ING�FtBlAYS FOR Cl1STO1�Efi'.$UPFLIEp COFtTRAL9ANE1.9, '�� PS�MPS,ARE�UI ll.&TEp' FOEi, PUMPItJ .6i. WAiE8M10 y✓p.6TEWiV7`F.�t h4NOT USE?b GtIMP FI,AA7IA�AB6E LIQFJf�S. iNSTALIAT�QfJS��UCl<A9:DEP.OfiATNE FOIIHTA!(JS ORINATER'F�hTURES�PRDYIOEUFOR VISI.UCL EN]bYAIE?1T�A1USf fiE INS7ALLED IN AGCOROANC�� YVITH 4}iE. h1AT107JALELECiRIC 40�E/WSUMFVi�7011NdlO�R'iNEAUi'HORItY tIAV11JGRJRISDICil01V�.THiS�PU61F1S NOT IkTEND�EUFbFt ISE IN S1MRtMIN� POOLS, R�CREA710N.[LND1TEft.pARKS, OFf IN57A61AT10{�FS IN YIHICH H[NufAtJ C.ONiAC711Y17}i pUMpEp MED4> ISA.".A�IdMO1�OCCURREHCE SECTION 36 � . PaoE z �iR,AN E: P'C.�MP� !� Sl'BTEN}S � DA'fE eHfl 6 . ---__.._.,..-._,._. ...._... . . .. .............. � _...... . _ .. . - A�rane ea.Cwr,Aenp USA= 4937)�T�'8-�94� ��anadat �9Q5� 45}�22g Inte.maUonal; (937y 61��598 . : � � � � �. �'��" �e�i�� X�G1e�-L I- � �� :�� '�� Performarice� Curve � www.�ranepumps.com 2HP, 34�ORPM, 6dHz : Submersible GrinderXR ��,� ' TOTAL � HEAD (mm) � METERS � 1=�Er . 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DAT£? b(64.� ,4�ren¢Gu�fi�on+p.any q$,q; �937) 77B=83d7 • Canada:.(905j:45�=6223 - InCernatiotlal:�(937) 875-3598 . � � � I � I I i . .: j � - -- . � ;,�; :� : ;_' :�: 1.25" - 3"' Break d�way �itting • With or Without Check Valve Standard & Non-Sparking ww�.cranepumps com . BreakAway�tti�gs .. Specifica�io�s; Each BAF break away ilttinq consists of a cast iron base elbow whlch Is boltad to fhe floor of the wet well, lower and upper gUide r.ail supports and a oast irnm m�veabTe elbow with a sealing plate artd o-ring. The discharge flange on the @Ibow [iase (ANSf B1&.1) will mate with a startdard 1251b. companion tiange and gasket (supplied). The pump is connected to the moveable elbow fhough a stainless 3tesi nippie suppiied with each assemlzlX. The guide rails (supplied by customer) are attached to the base elhow at the lower end and a pip.e spacer support brdcket at:the upper end, The guide rails are sat ir� place by slld(ng the plpe nver a stainless steet plug_ Each plug has an o-ring ta reduce noise a[�d vibraBon. The.g�fde rails serve only as a.guide as tliey carry none of ihe pump weight. 1" (25mm} schedule 40 galvanized steel plpes shoiitd be used for guide raits. An opGonal intermsdiate guide rai! bracket is recommended. for depths of 93 feet (4m) vr more. See page 2. The BAF's, 1212, 12Z0 8 2020 are for pumps up to 2001bs (91 kgj which do not g'enerate in excess of 150 ft. TDH (45 Meters). The BAF's, 2030 "8 3030 is fof pumps up to 250 Ibs (194kg) wltich Co tlot generate in excess of 150 R TDH (45 Nieters). Qne bceali away fitting is required per pump. (1'he.S.S, Li�ing bridle is included.) A'ssembl/�s DO NOT include �ump,. Qischarge piping, Guide Rails, Llffing Ghain, nor Gate 1/alve witb Ha.pole. Tf�ese items must be puFchased separatefy Specifcatlons:lflfith Check Valve "C1/" Series In addition to standard. features lisfed above, �a commercially a�8ilable ball Check Valve is supplied with each mo.del. Tlie valve is inst111ed behveen the pump disctiarge flange and ihe inlef flange on the moveable.elbow. . . Specificatiorts:.Non-Sparking "K5" Series 'The "NS" serfes iS simil�r irt design to the standard version excepYit has a Bronze 6Aoveabie Elhow to pre�ent sparking. Model Key: BAF -1212NS 12 = 1'/.:, 2p = 2° Castomer Connedion 30 = 3° Pump Connection For Submersible'Sump, Sewage, �ffluent & �rinder Rumps. . � Models: VlFitfiout Ghe.c#c Val�e. STD P!N „NS" PltV 127300 BA�-1212 127303 127301 BAF - 122Q 127319 9�7302 BAF - 2020 12�312 '�27306 8A�' - 2030 127305 12�3U4 SAF - 3030 1273't4 Models: With Check V�Ive STD P/N "NS" PIN 1•2730� BAF - 1212CV 127310 427308 BA� - t220CV t273i3 12�3tl9 BAF - 20ZOCV 127315 DESCRIPTfON: TH� BR�(<AWAY FITTING IS DESiGNED TO A1.LOW THE SUSMERSIBLE P.pMP7C7 BE IN5TALi.ED OR REMQVEQ�VI7HOU7RFQUIRING PERSONNEL TO ENT6R THE VUET WELL. 5ECT1'ON B CRAI�I� PUMPS & SYSTEMS p��E + s ..+ . .. .. .. .. . .... . . . .. pATE 8M0 AC+�neGo. Company USA: (93�) 778-8947 + Ganada; (805) 457=6223 •� ln.temaqona(: (937) 61�v-3398 - ��.25"' - �'° ��eak Away �itti�ng � �i�Vithout Check UaiVe • www.cranepumps.com Br�ak Away Fitf�r�gs inchea (mm} r,e�r.uN I � r � ' : ��.�r6.�. ,.. , :., -�_�� UPPER OUOE,P.�PE BW.CNET FORREFERENGEaYLY F��w�,.. t 2 OIAA�NNlIDK4fOP� RfFEHEt7CE 07J1Y ' CAid NOT ba used wiih ofd generaffan 2HP SGV Grinder puir�is, parinumbers 105234.ihPu 1U5289 See page.fi for ORTit3JaAL Intertriediate Supporis. NOIE; L'rfttng Cham sold.separafely. s��1°" B PUiVIPS & SYST�MS PAGE 2 ��R�N E � pp� 9(19 ' - � . d .' .. . .. .. ACraneCri. Company USA'. (.937j 77$�$947 ! Canada: (SU5}457-6233 % Int9mational`. (937} 615,3598 � i . � . _ • � . . �- . � . _ . BAF - 't212,1220., 2U2U i i��eak Avvay Fi#�ing ---�Stainless Sieef� lntermediate Rail Support ,.. _ .. _ ...:.. ...-.... �;, �� < � �` www.cranepumps.com Break i�way Fittings _ � :' .� � . ��'- �� .: r �� : � 1� � ..'.f�:- =y�I .. 4 1� � l -.A .1,.f . . � . � � �„v� � ' "�t �?{� secroH. B PUftlfPS :& SYSTEMS � � PAGE �� : CRAN �. � � _ oAre' sros - - - � . . . _ � .. . : . ' : : � . ...- - -- � A Q�ane:l;o. Comparty U$p�: {937) Tf8-8�947 • Car�ada� {fl05) 457-6�23 • I�tem�tiOaaC: j937j;6a5-359$ � ..._ - , � � i .� . � @�. D: �OVUL�R CQMPANY E A.ttn: Nick S�arcy jR�: Westview List Station 3-2-� 1 , Nick, - . The mate�lal we will use on ihe above mention.ed .project are as follows. Stai�ess Stee[ Ftpe.: � 1" S:ch40 .Grade 316/316L � To AS.T.M. A312 Specs If � can ansyscer any ii�rther'questions; piease caJl. m � i�Aaryshila B,raneh ' . . � . �096'2�° QrNe NE - -Marysyllfe,'SiVR88227t . (360�65a-1438. ' . . � (aB6j BY9�733 • • - - (390}�,57-781.4Fax , . ��,.�D t�2. �,t.b'�. Q�tL 1 rSFo - S'rnce l� .� � , �� .� J. �! Shea ,�,,��'. q - ...,�- k� � ei r�y .^� � � r- - DATA SHEET��.�� M.,� r f a��..��€y�� rF,�.,� ,;��. ; 9G EFFloau provide rtliable perforniancc in "unbelievable anrroandings ^ Features • Mcrcury Fsa — Magnctrc Reed Swiah • Long Gfr and nliable opnctivn • Non-oxidizing ronraeu allow /oeu DC voltage iigxeLr far we mit/i intrinsit safrty dcvica • Non-rlick rurfaa • �gb buoyanry • Pipe ar sarpersncn mounting • 3 yrar facrory warranty 9G-EF (MERCURY FREE) DIRECT ACTING FLOAi SWITCH (B'! OOj Arguabiy che best noa-u�ercury Flou swicch available, chis TeRonm-coared non-differenria[ tloat ofType 376 stainlcss sceel measures 5.5° in diamecer. It is appropriace for a variety of applications, including scwagc wet weUs, storm watcr buins, �vatcr ruervoirs, sludge tanks, irrigation canals and protcss sumps. The float opera�es re[iably in even nc� most difficulc environmencs, The 9G-EF can be used singly co sense an alazm ievel, but typically two or more switches are used in conjunaion wirh our con�rollers to provide a floao-based conaoi system, '1'he 9G-EF can be usod as thc redundant control sensor in Iazger automacion installations. TYPICAI. SPECIFICATIONS Flau swicch body shall bc cons¢ucud of TeElon°-coaced, 24 gauge, 31G scainle.� sreel housing measuring noc less chan S�h" in diamcccr. A Iong Gfc, high retiabiliry, pocccd SPST magncric rccd swicch ntcd for not lrss than 100 VA u up co 250 Yolcs shall bc mountcd inside �e float and conneued to a muld-svandcd, 2 conduaor plus gcound. L6 gauge, CPE jackcocd uble. The cord shall have &nc scnnd oondaaors (not more than 34 gauge) made upecially for hnvy Rrsing urvi¢, The pble connecdon poinc s6all be patted in cpaxy providing a caong bond ro the floac and reed switch forming a wacerhnoisnue tighc wnnadon. A Aexible Neop�cne sleeve, noc ]ess rhan 1/8" chidc, shall ba.provided over chc CPE jackcted cable extending nox Lcss than 5" from thc top of the mounung brackec estending down through che cable mounung brackec hinge poinc co dx tvp of thc Aoar micch bady. providing a61e stress poinc relief wd exccnded operacional lifa A 316 scainlcu sc«l flangcd cable'mouncing damp assembly s6all be supplied a�lowing pipe or cable mouncing az speci6ed bclow. The Float cablo-mounring bnckec shall bc Aarcd on boch sida proveding binge poinc stress re(ief w both sida of che table. The float nvicch asscmbly shall providc a minimum of two pounds oF buoyancy in solutions with a sp�c gravity of 1.0 (�vater) and shall have aa operacing cemperanue radng of -35 co +90 degcees C. The floac switchcs shall be Model 9G-F.F floau u manufaccured by USF'ilcer Control Systcros. ��s c-=._.._ _� 1 �...;;D�:. tlff+::•Aii �i! , , �► ]r '•.�\I! �ia��$.b'':*'•_�.�q e •�if T� .: d� � y��y DATA �SHEET � �.,� �+�'��'°��F`''�t;�j� �t-ftiy�'� , .'��:�� lirossfi,re�1/J)r1�Tes�).xm�.rO��Y��..C1i � i6 }d�LUL4F$rii).U.�Fi � it �M� TYPICAL MOUNTING (See Mounting Hardware and Acceuories} CCNAPIEiE COMitOI GAPAe1I1TlE5 CS9GEF�DS-0302 9(9-E� (Ri1��CURY �I�EEj DIR�CY ACTIRlG FL�AT S1M1TC0-1 {�100j CeM Canle 1 Cable f Weight K'�n� �� suspended -1m'3t6S.S., vinytma;oe wire rope -15 Ltz, vlrry� cvaicd as: ion anthu - s.s. �ae � ` i"�� ' k��.v`d� r x r` � � ��'a"�'Y�� _-,�.��. k..��.. ri,� r ��-� 41. . ._�'-: - '� �':_�"� P(pe Mounted : �YPupfleoe damps e�duded Wafl mountlng 6radcet rralade tc braa 1' pipo ot�eaj� � USFilter Conuol Syscems offers a singlc, high-qualicy source for cverything from s'unp]e [evel sensors co relernecry syscems to complex rysccm conaol engincering and sofcwazc. Based in St. Paul, Mianesoca, USFII[er Control Systoms is pazt of United Scates Filter Corporation, the lcading provider oE industrial, municipal and ruiden�ial water and wastewa�er treatmen� syscems, products and services. As a major manufacnuer! integ�acor wirh an cxtensive selecrion of specialiud product lina in the azeu of SC.ADA and telcmetry, powcr equipment integracion, automation and measure- ment, USFilter Control Syscems is uaiquely positioned to provide cost- eEEettive, comprehensive solu[ioas fot wacer, wucewater and ptocess control and celemeuy applications. PIPE MOUNTING DIMENSIONS 116odN idtLt c� � Ypp� �� - F 8+ � - S:iw � t , - � 4 '`__ � 1 4 . ( ; ,r-.._f]� �� __ Conrrol Syscems 1239 Wi��ow Lake Bnulcvard Vadnus Heig6ts, MN 55110 800.224.9474 phcne 651.76G.2700 pho�rc G51.76b.2701 fux wunucontralaytttmr. rt,sfilter.com 0 2002 USFJar a�YENDI water�o,�� } • .� ,. I SECTION B � 1�.25"- 3" BR�/\K�AWAY FITTING:��::::`� �.: � � . . .: �� - PAGE �s Up�er Guide Brackef & Cif#itig Cfiain. �" � � " � � DATE a1102 . . . REPLACES� 3102 � % . � � '''� , ��II b� s��o ��eet� �v� 3��ss �s p�r sPe� � - � • �• � - • - - � ,..;'• --- ., .. ,_ . - � •�� :� �ri�nes: = . - ' � _ � . . . (mm] .: � 1.73 7.Q$ _ <44) Q79) 3B . C9.6 I— • - ��5 . . . U1) . . . 1.73 � ({4> ' � � • �• , � � S�ainless Stee( Upper Rail � . Support, �for BAFEZ's . 3,26 -� � (Supplied with BAFEZ'sj ��> � � - . Z.00 .38 <lU) DIA. 2 H�LES . _ � . - . . . �1�2.90 3/4' p7> PIPE : " . ' tsu .. t.so • - , . <3s> � _ �'' � • .' i � , . . . . . DlSp1aRGE ' . . : . . .. . � .75 . . . . . • C19) �' . . • .. . �. ... . . • • ' . • ' -.- .:-- ..;J . -. •�. l _J! TQ LIPPER 4A1L SIPPORT . � - .• . . �.. �A• �«�TH �,�6 � o,� ��,�„� �„N . Lifting Chain�Ass.embly:: "= � . .� . ; . . Must be ortiered separately. , ,. _ " : '-; :•: ' : ' • ': . ��.� �„�.«> � - Galvanized Ste�el:'f0."{3M)� R/N�: 700564 � 300 Stainiess 10' (3M) PlN: 1Q0563 �Ot� Stainfess 15' (4.6Mj PIN: 10'[3'12 3U0 Stainless 20' (6.7M) P/N: 'i0'1313 . 3/I6 CS) DV fANNECitAG [HAIN . . •.. . • .. . . ' ' ..' . � si�6 �e�-ta x iso cs8� � � -• , :. . • . ... � . . uvra� crE m e,�r. • . Y'r. ..:i�':1 sT�'..i _ =,, . ' - _ . .. . :i>a " CRAN E PunePs � sysren�s � _ � � . . . . - . .. . _ _ � � t/! ��,. - � ": : . . r . . � . ' t �. A GTeno Co. ComRany t485 Lexlrtgton Ave. �`�` � dZ0 ThIrcI.�StreeLP.O, Boz 6.03 83 Wes! ��fve ��=��- �•� , . � MansfieJd Ohk 449D7,2S74- Piqua; Ohfo 439580603_ . Brempton. Onterio :'-.: -. ... . ... ph: (837) 7T6-8947 : = � Ph: j937) 778-8947 ' • = ' � Cepada L6'f 2Jfi ' •'_ '• � � - Fax: (419) 7741530 • . . - .Fax: (83j) 773�7167' ` ' • Ph: (905) 457-6223 • ; • . www.6amesA4mP�oom � -' www.�anepumps.eortr - . - Fax: {90� 457-26SD" � -� .. .