Loading...
HomeMy WebLinkAboutLUA80-092 Large FormatLNU FLLVA I IUN SIDE ELEVATION UUUH i r AHU tLt V H HUN CROSS SECTION S DE f GROUND CovE a THE AUSTIN COMPANY DESIGNERS ENGINEERS BUILDERS V S ' 5 IS80 SA-o9a-Be END ELEVATION SIDE ELEVATION COURTYARD ELEVATION CROSS SECTION E f GROUND CoVPR iulTHE AU STI N COMPANY It DESIGNERS • ENGINEERS • BUILDERS Apo„ SSA-09a-8C w D z w w Q z 0 z c iw L` 0 a I I I i GT 7. SW- 16TH STREET o. 0 I 371.83 411.17PROPERTY LINE `I 1 / U I N o IJIC J C- 6p 57-f^r,C;). N I N LEGAL DESCRIPTION LOT 1 VALLEY OFFICE & INDUSTRIAL PARK, INC. SUBDIVISION NO.2 N01 ES ZONE: H--I, HEAVY INDUSTRY FIRE ZONE: 3 BUILDING CODE: UE3C. 1979 ED. BUIL ING OCCUPANCY: B-2 BUILDING CONS TRUCTI N- 1- YPE 2 1 dIGUR PARKING REQUIREMENTS. REQUIRED: 920 SUPPLIED: 968 FLOOR AREA 23, 000 PER FLOOR 46, 000 PER BUILDING 184, 000 TOTAL OCCUPANT LOAD 230 PER FLOOR -. 460 PER BUILDING 11$ 40 TOTAL 12. 4 ACRES NOTES DATE REVISION CHKD DATE REVISION BY CHKD THE AUSTIN COMPANY DESIGNERS • ENGINEERS • BUILDERS SCALE 1 4o_C7 SITE PLAN AND BUILDING DATA W.O. NO. I 58041 TITLEBY DATE- Z,•aJp OWNER N •r • COMM. REAL ESTATE CO. SHEET CHKD ------------ DATE J-S=Bd LOCATIONLIND AVENUE SW./SW. 16TH ST. ISSUE A SW. 16TH STREET o. of -- 411.17 = PROPERTY LINE t 1110 22 I XIN 0 N M - Cy) W D z W w z Q J z F- J cr- V 70 a-J e 7 I. 371.83' LEGAL DESCRIPTION LOT 1 VALLEY OFFICE & INDUSTRIAL PARK, INC. SUBDIVISION NO.2 N01 ES ZONE: H-I, HEAVY INDUSTRY FIRE ZONE: 3 BUILDING CODE: UBC. 1979 ED. BUILDING OCCUPANCY: B-2 BUILDING CONSTRUCTION - TYPE 2 1 HOUR PARKING REQUIREMENTS: REQUIRED: 920 SUPPLIED: 968 FLOOR AREA 23,000 PER FLOOR 46,000 PER BUILDING 184,000 TOTAL OCCUPANT L..OAD 230 PER FLOOR 460 PER BUILDING 1,840 TOTAL 12.4 ACRES DATE NOTES REVISION BY CHKD DATE REVISION BY CHKD THE AUSTIN COMPANY DESIGNERS • ENGINEERS ` BUILDERS SCALE ''-O TITLE SITE --PLAN AND BUILDING DATA BY DATE OWNER . . NWCOMMREAL ESTATE CO. DATE • li-0 - --__ CHKD /©( DATE LOCATIONLIND AVENUE SW./SW. 16TH ST. W.O. NO. S8041 SHEET A Y - 1 ISSUE A Al CT) a) rn Ln ai r cc 0 U0 E TD L_ a 0 IL a cn v 00) c ca GENERAL NOTES GENERAL NOTES (CONT) PROJECT DATA DRAWING INDEX 28. ,ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, THE 5TRJGTURAL DES16N MATERIALS-- AND WORKMANSHIP SHALL CONFORM TO THE UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WR17TEN PROJECT ADDRESS: 1501 LIND AVENUE TV O LOVER SHEET REOUIREMENTS OF THE CONSTRUCTION DRAWINGS AND CONTRACT SPECIFICATIONS PROPOSAL AND AGREEMENT ALL REPAIRS CORRECTIONS AND DISCREPANCIES ETC., c 7 MUST BE MADE WITHOUT ANY ,ADDITIONAL COST TO THE OWNER, ,AND W!THIN FIVE 5) DAYS RENTON, WA g8055 AI.C' OVERALL SITE -PLAN AND SHAD BE IN TRIGT ,ACCORDANCE wlTf-t .PPLIG,ABLE PROVI ICNS OF THE iHq , EDITION OF THE UNIFORM BUILDING CODE (U.B'G % PUBLISHED BY I.0 B.O. IN CONJUNCTION AFTER NOTICE IS GIVEN. A O ENLARGED PLAN, EXTERIOR ELEVATION 8 DETAILS, OVERNING GORE: 1gg7 U.B.G. WITH 5TA7E AND LOCAL E' JILDIN6 CODES AND ORDINANCES.- 2q. FLAMMABLE LIOUIDS SHALL NOT BE PLACED STORED OR DISPENSED IN THIS OGGUPANGY ;STATE OF NA5HiNCGTON AMENDMENTS) 2. ALL CONSTRUCTION SHALL COMPLY WITH WASHINGTON STATE AMENDMENTS TO THE Igll EXCEPT A5 PROVIDED IN NF P A. STANDARD 30 AND THE CURRENT UNIFORM FIRE GORE. UNIFORM BUILDIN6 CODE, CHAPTER 51-4C W.A.G. (WASHIN&TCN STATE AGGE55iBILITY CODE). PERMIT MAY BE REQUIRED USE ZONE: B 3. PLUMBING WORK SHALL CONFORM TO THE REOUIREMENTS OF THE LATEST EDITION OF THE 50. PROVIDE OR MODIFY AS NEEDED SPRINKLER, .ALARM AND SMOKE DETECTION SYSTEM PER UNIFORM PLUMBING CODE (UP.G.) PUBLISHED BY I.G BO APPLICABLE CODES, INCLUDING IF NECE55ARY FIRE HORNS, STROBE LIGHTS, CONTROL OGGUPANGY: NOT APPLICABLE PANEL GONNECTiON5, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS k. ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE TO THE FIRE MARSHAL FOR APPROVAL NATIONAL ELECTRICAL CODE (NEC) PUBL!SHED BY THE NATIONAL FIRE PROTECTION CONSTRUCTION TYPE: NOT .APPLICABLE p Sh,. CONST 1. ALL ITEMS MARKED *N.I.G.* ARE NOT PART OF THIS CONTRACT. EAUTFW Z., - 0RG1t ASSOCIATES (NEPA). 3, OR JN S, OR L 32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ,ARE IN COMMON USE. ENERGY LODE: NOT APPLICABLE BYTH16 5. THE Bt,'ILDfNG ENVELOPE SHALL COMPLY TO THE REQUIREMENTS OF THE LATEST EDITION THE LIST OF ABBREVIATIONS PROVIDED IS NCT INTENDED TO BE COMPLETE OR OF THE WASHIN6TON STATE MODEL ENERGY CODE IN CONJUNCTION WITH LOCAL GORES REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE FROJEGT. THE DATE_TDr. AND ORDINANCES. DESIGNER WILL DEFINE THE INTENT OF ,ANY IN QUESTION PLUMBING CODE: BIDDER DESIGN (UNDER SEPERATE CONTRACT! PERMIT! IT SHALL BE THE RESPONSIBILITY OF THE 6ENERAL CONTRACTOR TC VERIFY ALL N07E5, 53- IF BUILDING 57.AND,ARDS HAVE NOT BEEN E5TAABLISHED OR HAVE BEEN ESTABLISHED OR DIMENSIONS, DATUM'S LEVEL CONTAINED WITHIN THE PLANS PRIOR TO CONSTRUCTION. IF AN HAVE BEEN CHANGED FOR DOORS, RELI7E5, HARDWARE , DOOR ,AND RELITE FRAMES OR CONTRACTOR: TO BE DETERMINED PRIOR ERROR OR OMISSION IS DISCOVERED IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OTHER STANDARD DETAILS THEN CONTRACTOR MU57 VERIFY WITH DESIGNER AND OWNER TO PERMIT ISSUANCE OF THE ARCHITECT FOR GORREGTION OR CLARIFICATION. PRIOR TO ('_-ONSTRJGTION, MECHANICAL: NOT APPI ILABLE DRAWINGS SHALL NOT BE 5GALED TO OBTAIN WORKING DIMENSIONS. GONTRAGTOR SHALL USE CALCULATED AND NOTED DIMENSIONS ONLY. g> ELECTRICAL: BIDDER DESIGN 5, ALL DIMENSIONS ARE FROM FACE OF TIMBER OR METAL FRAMING, G.M.U., OR CONCRETE ABBREVIATIONS :UNDER SEPARATE PERMIT) ` OCT 12 1999 UNLE55 C7HER-05E NCTED. IF CLARIFICATION 15 REQUIRED CONSULT WITH THE ARCHITECT SPRINKLER 5Y5TEM: NOT APPLIGABLE BEFORE PROGEEDI46 WITH WORK IN THE AFFECTED AREA. q. NO CHANGES OR 5PEGIFIGATION SHALL BE MADE TO THIS PLAN OR THE WRITTEN SPECIFICATIONS AGGOU5. ACOUSTIC/ACOUS7IG,4L MAT. MATERIAL TENANT .AREA. NOT APPLICABLE WITHOUT FIRST SUBMITTING A WRITTEN CHANGE REOUEST TO (A CHANGE REOUEST ACT. ACOUSTICAL TILE MAX. MAXIMUM FORM 15 AVAILABLE THROUGH THE ARCHITECT; THE ARGHITEGT. IF DEEMED NECESSARY OR ADJ. ADJUST/ADJUSTABLE MFD. MANUFACTURED DESIRABLE TC THE SUCCESS OF THE PROJECT BY THE ARCHITECT THE REQUEST WILL BE ROUTED A.F. ACCESS PANEL MFR. MANUFACTURER TC THE ENGINEER, OWNER AND THE APPLICABLE REGULATORY A6ENGIE5: FOR REVIEW ,AND AFVD. APPROVED MIN. MINIMUM APPROVAL ARCH ARCHITECTURAL MI5C MISCELLANEOUS LEGAL DESCRIPTION MTD MOUNTED i0. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS E,LD6. BUILD u/GM ED LOGKIN6 METAL ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TC THE DETAILS SHOWN, MW GROWA\/E THAT PORTION OF THE SOUTH 661.50 FEET OF VACATBLOCKS 24 AND 51 AND THE SOUTH 651.50 FEET OF VAG.ATED VALENTINE AVENUE C-D- B; SBUILDINGSTANDARDSIMILARDETAILSOFCONSTRUCTIONSHALLBEUSED. N I NOT IN CONTRACT HILLMAN'5 EARLIN6TON GARDENS ADDITION TO THE C'iTY OF SEATTLE, DIVISION NO. I AS PER PLAT RECORDED IN VOLUME IF OF PLATS, PAGE RECORDS OF KING COUNTY, W,ASHINGTON. LYING BETWEEN THE TRACTS CONVEYED TO THE CITY OF RENTON BY DEED A.F.N. -750Q071106q REFER TO STRUCTURAL DRAWINGS, SPEGiFiGATIONS AND STRUGTUR,4L CALCULATIONS FOR GL OR G CENTER LINE N.T.S. NOT TC SCALE AND A. F.N. 1712160ct30 SITUATED IN THE N.W. 1/ 4 OF S.W. 1 %4 OF SEC. 1Q TNF. 23N N, RANGE 5 E-W_M- INFGRMATION, NOTES, AND DETAILS PERTAINING TO LUMBER, STEEL, CONCRETE, AND GLKG. CAULKING REINFORCING. COL. COLUMN O.C. ON CENTER LONG. ,.GNGRETE 12. COMMENCEMENT OF WORK BY 5U15GON7RACTOR5 IMPLIES F7NE55 AND ACOEPTABILIT" CONST. CONSTRUCTION FT. PAINT OF JOB CONCI7ION5 AND THEREFORE INVOKES FULL WARRANTY LIABILITY FOR THE PERIOD CONTR. CONTRACTOR PART. PARTITION PRESCRIBED WITHIN THE APPLICABLE SECTION OF THE SPECIFICATIONS AND AS PRE5GR!BED CPT. CARPET P.P.L POLISHED PLATE GLASS BY LAW P FROM THEDATEOFSUBSTANTIALCOMPLETIONOFTHATSECTION. G.W. GOLD WATER P. PLATE LAM. PLASTIC LAMINATE VICINITY MAP 15. ALL WORK SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF THE 6ENERAL DEPT. DEPARTMENT PLY. PLYWOOD CONTRACTOR. DET. DETAIL DAG DIAGONAL O-T. OUARRY TILE --- _ 14. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SUPERVISION TO ENSURE THAT DI,A. 17)1,4METER _ WORKMANSHIP SHALL BE PERFORMED BY PER50N5 5KILLED IN THE APPLICABLE DIM. DIMENSION R.E. RUBBER ,SASE TRADE TO RD REASONABLE INUSTRY STANDARDSANDCONSISTANT WITH MODERN DWG. DRAWING REF. REFERENCE REOD REOUIR I; D ( ;' TRADE PRACTICES. uF wz i rpr;aELE/. ELEVATION REV. REVISEDREVISIONf15. THE GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PREG,4UTIONS ELEVATOR R.G. ROUGH CCENIN6 n f% S P.E..NTI O l C. i AGE P i r ELEG. ELECTRICAL AND REOUIRE: MEN75 SUCH AS BUT NOT LIMITED TC VEHICULAR TRAFFIC CONTROL, 50 EOUAL S. STAIR TEMPORARY GUARDRAILS, SIGNAGE, FENDING, REBAR GAPS, SAFETY BARRIERS AND EOPT. EOUIPMENT SECT. SECTION 6ENERAL JOB SITE SECURITY. EXIST. EXISTING SHT. SHEET; y Sim. SIMILAR ' 1 6. GLEAN UP AND DISPOSAL OF REFUSE IN CONNECTION WITH EACH SECTION OF THE F.I.O FURNISHED y 4 -% E 1 SPECIFICATIONS SHALL EE PERFORMED DAILY BY THE CONTRACTOR RESPONSIBLE PEG. SPECIF!G,a. TIONS r 0-° INSTALLED BY OTHER SPECIFIED FOR THAT SECTION OF WORK. NO REFUSE SHALL EE LEFT ON THE JOB SITE WITHOUT FIN. FINISH 55T. STAINLE55 STEEL SPECIFIC PRIOR ,AUTHORIZATION BY THE CONTRACTOR IN THIS EVENT, THE SUB- FL. FLOOR STD. STANDARD GONTRAGTOR SHALL PLACE REFUSE MATERIAL AT THE PROPER DISPOS:A_ LOCATION F.O.I.G. FURNISHED Br' OTHER STOR. STORAGE AS DIRECTED BY THE GENERAL CONTRACTOR THE JOB SITE SHALL BE CLEANED DAILY INSTALLED E'.Y STRUG. STRUCTURAL AND DEBRIS SHALL BE PLACED IN CONTAINERS, PROVIDED BY THE GENERAL CONTRACTOR SUSP. SUSPEND/SUSPENDED I s = _W !`9Tfl -ST ? ' 5W. SWITCH _ `y CONTRACTOR, , AT THE ENDOFEACHWORKDAY. Jl' i i ,RPLO GL. GLASS/6LAZIN6/GLAZED "s COORDINATION AND SCHEDULING OF PERMITS, FEES AND 'NSPEGT10N5 FOR UTILITIES P' "`- I1 ` K `< T I W.B GYPSUM WALLBOARDTEE. TELE --PHONE WORK WHICH SHALL INCLUDE BUT NOT BE LIMITED TO ELECTRICITY TELEPHONE. GABLE, 'EMF. TEMPERED WATER NATURAL GAS, EDT. SHALL BE THE 6ENERAL CONTRACTORS RESPONSIBILITY. HD.WD. HARD WOOD TYP. TYPICAL T THE GENERAL CONTRAGTCR 'SHALL PROVIDE TRENCHES CONDUITS, FILL AND LABOR AS H T . HEIGHT { 3 Sx. R-'- ice r T REOUIRENOT SUPPLIEDY ,4 BTHE UTILITY GOMPNIE5. H.W. HOT WATER VAR. V,ARIABL.E/VARIES y ' D' V.G.T. VINYL GCMPOSITION TILE THE SITE PLAN SHALL BE USEDASA6ENERALGUIDEFORTHELOCATIONOFUTILITYSERVICES< VERT. VERTIGAL/VERTICALLY 1 + AND APPURTENANCES. IT SHALL BE THE RESPONBIBILITY OF THE 6ENERAL CONTRACTOR INGD. INCANDESCENT Iri TO LOCATE EXISTING UTILITIES, WHETHER THEY ARE SHOWN ON THE PLAN OR NOT ,AND INCL. INCLUDE V.F. VENEER PLASTIC Q " - PROTECT THEM G FROM DAMAGE THROUGHOUT,A THE DURTIONOF THE PROJECT. THE INTR. INTERIOR ¢ W.B, WOOD BASE ' 11 GENERAL CONTRACTOR SHALL BEAR ALL EXPENSESFORTHEREPAIRORREPLACEMENTJT. JOINT W,G, WALL COVERING OF UTILITIES THEIR APPURTENANCES OR OTHER PROPERTY THAT MAY BEGONE DAMAGED _ y ! wc. woQD BY PERSONS UNDER CONTRACT, EMPLOY OR SUPERVISION OF THE 6ENERAL CONTRACTOR wT WEIGHT WHILE EXGUTIN6 THIS CONTRACT. ACTUAL PLACEMENT OF ALL NEW UTILITIES SERVIGE5 LAM- LAMINATED/LAMINATE SHALL BE AT THE 50LE DISCRETION OF THE UTILITY COMPANY. THE GENERAL GONTRAGTOR LTG. LIGHTING SITE - SHALL CONFORM TO ALL REOUIREMEN75 OF THE UTILITY COMPANIES. LT. LIGHT PD..ALL PERMITS SHALL BE OBTAINED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. Iq. PERMITS PERTAAININ6 TO SUBCONTRACTS SECTIONS OF THIS PROJECT SHALL BE OBTAINED PRIOR TO BEGINNING WORK IN THAT AREA BY THE 5UBCONTRAG70R ENGAGED IN THE PRACTICE OF HIS TRADE IN THE RE5PEG7IVE AREA OF WORK WITHIN THE SPECIFICATIONS GENERAL STRUCTURAL NOTES AND SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS AS PRESCRIBED BY LAW. 20. UPON SATISFACTORY COMPLETION AND FINAL ACCEPTANCE OF WORK BY THE GOVERNING RE&UL,ATORY ,A6ENGY AND THE 6ENERAL CONTRACTOR , THE SUB- THE FOLLCWIN6 5TRUG71)RAL NOTES ARE SUPPLEMENTARY AND ARE NOT INTENDED `O PLACE NO FILL AGAINST FOUNDATION OR BASEMENT WALLS UNTIL FLOORS ARE IN PLACE, FR15M TESTING 15 REQUIRED IN .AGCORD.ANGE WITH U.B.G. SECTIONS 2105 3.22 OR CONTIRAGTGR SHALL CONVEY TO THE GENERAL CONTRACTOR ALL PERMITS AND SUPERSEDE THE SPECIFICATIONS ANDiOR DETAILS 5HOINN ON THE DRAWING. OR WALLS HAVE BEEN ADEQUATELY SHORED TG RES!ST LATERAL EARTH PRESSURE AND 21053.2 3 ALL CELLS CONTAINING REINFORCING BARS SHALL BE_ FILLED WITH RELEVANT PERMIT DOCUMENTATION. CONCRETE HAS ATTAINED ITS FULL STRENGTH. SLAB -ON -GRADE ROLL AND MOISTEN CONCRETE GROUT P41-H AN f'c = 2000 F51 IN MAXIMUM LIFTS OF 4'-0". BOND BEAMS CODE: 5UB6RADE BEFORE FOUR. WHERE /APOR BARRIER IS REOUIR.ED INSTALL UNDER 2 WITH TWC #5 HORIZONTALLY SHALL BE PROVIDED AT FLOOR AND ROOF LINES AND AT THE 6ENERAL GONTR.AGTGR SHALL BE BONDED, INSURED AND LICENSED BY THE ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BUILDING CODE (UBG! 'aq- INCHES OF GLEAN COURSE SAND. SAW GUT CRACK CONTROL JOINTS WITHIN _`)4 HOURS OF THE TOP OF THE AAL-_. PROVIDE A LINTEL BEAM, 16" REEF (MIWMUM), WITF+ TWO #5 EDITION. FOUR OR INSTALL ZIP -STRIP LOCATED AT GOLUK`fN LINES. MAXIMUM AREA 400 S.F. WITH HORIZONTALLY OVER ALL OPENIN65, AND EXTEND THESE BARS 2'-0" MINIMUM PAST THE STATE OF WASHIN67ON AS FRE5CRIBED BY STATE LAW. FJTHER, THE 6ENERAL SUPPORTED 6 6 - WI.4 X W 1.4 WELDED WIRE *-fESH. OPENING .AT EACH SIDE OR A5 FAR AS POSSIBLE AND HOOK PROVIDE TWO #5 GONTR,ACTOR SHALL PROVIDE THE PROJECT OWNER WITH PROOF OF CURRENT OE5i6N LOADS: /ERTIC ALLY FOR THE FULL 5TCRY HEIGHT OF THE WALL AT WALL ENDS, INTERSECTIONS WAHINGTON STATE LABOR AND INDUSTRIES COVERAGE FOR EVERY EMPL--,YEE ROOF 25 PSF (SNOW) CORNERS AND AT EACH SIDE OF .ALL OPENINGS UNLESS SHOWN OTHERWISE DOWELS TO WORKING ON THIS PROJECT, FLOORS 40 PSF LIVE LOAD MASONRY 1^IALLS SHALL BE EM5EDDED A MINIMUM OF I'-&" OR HOOKED TNTO THE EXIT STAIRS 100 FSF LIVE LOAD REINFORCING STEEL: 5UPFOR7ING 57RUG7LRE AND OF THE SAME SIZE AND SPAGIN6 A5 THE I/ERTIGAL WALL 2 5 SHALL PROVIDE A COPY OF CURRENT STATE REGISTRATION BASIC WIND SPEED 80 MPH (EXPOSURE B) ALL REINFORCING STEEL OF #5 AND LARGER BARS SHALL BE GRADE 60 DEFORMED REINFORCING. PROV.DE CORNER BARS TO MATCH THE_ HORIZONTAL WALL REINFORCING ALL SIB-GONTR,AGTOR_ SEISMIC ZONE 5 BARS, AND #4 BARS SHALL BE GRADE 40 IN AGGOR.DANCE WITH A5TM AT ALL WALL INTER5ECTIONS. REiNFORGIN6 57EEL SHALL BE AS SPECIFIED UNDER AND PROOF OF CURRENT LIABILITY COVERAGE AND BONDING AS REQUIRED UNDER SOIL 2000 PSF (DESIGN BEARING% SPECIFICATION A-615: UNLESS NOTED OTHERWISE ON THE DRAWINGS. WELDED WIRE "REINFORCING STEEL" LAP ALL REINFORCING BARS 32 BAR DIAMETERS, I'-6" MINIMUM. CURRENT STATE LAW. FUTHER, SUB -CONTRACTORS SHALL PROVIDE PROOF OF STATE OF LATERAL SOIL PRESSURE 55 PGF EOUI`/. FLUID PRESSURE UNRESTRAINED FABRIC SHALL CONFORM TO A5TM SPECIFICATION A-185 .AND SHALL BE 6 ,X 6 - W1.4 X W MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF WASHINGTON DEPARTMENT OF LABOR AND INDUS7RIE5 COVERAGE FOR EVERY EMPLOYEE 5C PGF EOUIV. FLUID PRESSURE RESTRAINED 14 U.N C ON THE PLANS. LAP ONE FULL MESH .AT 5PLIGES REINFORGIN6 STEEL SHALL NOT SHOWN SHALL HA'/E ONE #5 ® 48" O.G 'VERTICALLY, AND TWO #5 4 45" O.G. WORKING ON THIS PROJECT. BE SECURELY TIED IN PLACE WITH #I6 DOUBLE ANNEALED IRON WIRE. APPRO ED WIRE HORIZONTALLY. EMBED ANCHOR BOLTS A MINIMUM OF 5". INSTALL ERTIGAL CRAC*, NSPEGTIONS: OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE A5 SPECIFIED BY THE GR51 GON?ROL JOINTS AT 4.0'-0" O.C. MAXIMUM WITH "DUR-O-WALL RAPID JOINT" IN 5TANDARD NO 5PEGIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDIN6 DEPARTMENT FOR BUILDING MANUAL OF STANDARD TANDAD PRACTICE MSP-1-56. LAPALL SPLICES 32 BDIAMETERS SASH BLOCK. DOWELW G R WITH NEWALLS TO EXISTINWALLS AT 16" INTE/AL55/al'X 25 THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING DEPARTMENT INSPECTIONS .AS REQUIRED BY LOCAL ORDINANCE. MINIMUM UNLESS OTHERWISE SHOWN PRO /IRE ELBOW BARS (52DIA.) TO LAP HORIZONTAL I'-6" LONG PLAIN DOAEL5 DRILLED 6" INTO GROUTED CELLS. THE WORK OF ALL 7RADE5 AND MATERIAL REQUIRED FOR THIS PROJECT. STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS, wALL5 AND BEAMS. PRO`/IRE FOUNDATIONS: 2-#5 ALL SIDES AND 1-#5 X 4'0" DIAGONALLY AT CORNERS OF ALL OPENINGS I'6" OR MISCELLANEOUS 24. THE ,APPROVED SET OF PLANS SHALL BE STORED IN A FLAN BOX ,AND SHALL NOT BE EXTEND FOOTINGS TO UNDI5TURBED 501L OF 2000 PSF SOIL BEARING GAFAC'TY MORE IN ANY DIRECTION. EXTEND 20" PAST OPENING OR HOOK DOWEL NEW WALLS TO THE CONTRACTOR 5HALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JO55I7E U5ED BY ANY WORKMEN ALL GON5TRUC7ION SE75 OF DRAWIN65 SHALL REFLECT THE (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE I'6" MIN. BELOW CUTS DE EXISTING WALL5 AT 16" INTERVALS WITH 5/5" X 1'6" LONG PLAIN DOWELS DRILLED 6" INTO INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE SAME INFORMATION AS WELL AS ALL REVISIONS ADDENDA ;AND CHANGE ODER5. THE FINISHED GRADE- CENTER .ALL r-0071N65 ON COLUMNS AND WALL5 UNLESS =PEGiF _ALLY EXISTING CONCRETE. RESPONSIBLE FOR SAME ALL D15GREPANGIES SHALL BE REPORTED TO THE ARCHITECT CONTRACTOR SHALL ALSO MAINTAIN IN 6GOD CONDITION ONE SET OF COMPLETE DIMENSIONED OTHERWISE. BEFORE PROCEEDING WITH THE WCRK, UNLE55 EXPRE55LY 5TPULATED NO ADDITIONAL CONCRETE GO`/ER FOR RE!NFORGIN6 STEEL CLEAR DIMENSION ( U.N.O ON PLANS): ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND'OR MANUFACTURER'S FAVOR BY PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES ,AT COMPACTED FILL: VIRTUE OR ERRORS. AM516UITIE5 AND/OR OMISSIONS WHICH SHOULD HA`/E BEEN ALL TIMES AND WHICH SHALL BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 501L USED FOR COMPACTED FILL SHOULD CONSIST OF PREDOMINANTLY WELLGRADED USE PROTECTION D15GOVERED DURING THE PREPARATION OF BID E57IMATE .AND DIRECTED TO THE GRANULAR SOIL FREE OF ORGANIC MATERIAL AND DEBRIS. FILL USED FOR FOUNDATION ATTENTION OF THE ARCHITECT IN A TIMELY MANNER. ANY ERRORS AMBIGUITIES AND/OR 25. ALL OPERATIONS GONDUCTEID ON THE PREMISES SHALL NCT BE OBJECTIONABLE BEYOND AND FLOOR SLAB SUPPORT MUST BE PROPERLY PLACED AND COMPACTED. FILL SHOULD SLAB AND WALL BARS: OMISSIONS IN THE DRAWIN65 OR 5PECIFIGATION5 SHALL BE REPORTED TO THE BE PLACED IN MAXIMUM a TO 10 INCH L005E LIFTS AND COMPACTED TO A MINIMUM OF ARCHITECT IMMEDIATELY IN WRTTTNG. NO WORK IS TC BE 57AR= BEFORE GORREGTTCN THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR 5HC ALL G5 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURECONTENTDETERMINEDBY INTERIOR FACES 3/4„ 15 MADE. THE CONTRACTOR SHALL PROVIDE TEMPORARY 13RACIN65 AS REQUIRED UNTIL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE; ODG'R CORRIDOR FUMES OR A5TM D-155-I TEST PROCEDURES WITHIN THE BUILDING AREA. EXPOSED TO WEATHER OR EARTH 2" (#6 AND L,AR6ER) OR ALL PERMANENT CONNECTIONS AND 5TIFFENIN55 HA\/E BEEN INSTALLED. THE VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST; 1-1/2" (#5 AND SMALLER) CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. CONCRETE: FOOTING BAR5 3" FROM BOTTOM DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS USE ONLY WRITTEN f'c=2500 F51 MIN. 5 5AGK5 OF CEMENT PER CUBIC YARD OF GONGRETE .AND A MAXIMUM SLAB ON GRADE 1-1/2" FROM TOP DIMENSIONS, THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR OF 6.0 6.ALLONS OF WATER PER 114 LB. SACK OF CEMENT. NO SPECIAL INSPECTION SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON 26. ALL WORK SHALL BE APPLIED IN ,ACCORDANCE WITH THE MANUFACTURER'S LATEST REQUIRED i-IAXIMUM SIZED A6GRE6.ATE IS -I/2". MAXIMUM SLUMP IS 4" ADD 'MASTER THESE DRAWIN65 SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE RECOMMENDATIONS OR WRITTEN DIRECTIONS. BUILDERS POZZOLITH PER MANUFACTURERS RECOMMENDATIONS TO ALL CONCRETE ARCHITECT. TH15 DRAWIN6 15 THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE EXCEPT FOOTING. ALL CONCRETE IN FOOTINGS ,AND WALL5 SHALL BE POURED IN A MASONRY: REPRODUCED ONLY WITH THE PERMISSION OF THE ARGHITEGT IN WHICH CASE THE 2T WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS MONOLITHIC POUR UNLE55 SHOWN OTHERWISE OR APPRO'i'ED BY LL THE ARCHITECT PRIOR CONSTRUCTION 5HAMEET THE REQUIREMENTS OF CHAPTER 21, UNIFORMBUILDINGCODE, REPRODUCTION MUST BEAR THEIR NAMES A5 ARCHITECT PRE -FABRICATED ITEMS TO BE INTENDED THAT SUCH SHALL ,APPLY TG AS MANY SUCH DEVICES, 17EM5 OR PARTS AS ARE TO POURING CONCRETE. /IBRATE ALL CONCRETE. SEGREGATION OF MATERIALS TO BE IGG4 EDITION AND REQUIRES 5PEGIAL INSPECTION. ,ALL CONCRETE BLOCK MASONRY HANDLED AND ITtSTALLED PER MANUFACTURER'S RECOMMENDATIONS. REOUIRED TO PROPERLY COMPLETE THE WORK. PRE`/ENTER, CONCRETE FOR EXTERIOR WALKS AND 5LA55 EXPOSED TO DETRIMENTAL 5HALL BE LAID UP IN RUNNIN6 BOND AND SHALL HA\/E A MINIMUM COMPRESSIVE CHEMICALS TO BE AIR ENTRAINED (546 AIR). STRENGTH OF f'm = 1500 PSI, USING TYPE "S" MORTAR, F`c = 1800 PSI. conoell CWJ design group PLANNING DESIGN INCORPORATED 22000 64th Ave, W. Suite 2F Mountlake Terrace, WA 98043 425) 670- 6706 FAX (425)774-8219 Uj Q L O C. U) a L co m O) 1 a s C CD cp c Q J p L O c W>°r- x REVISIONS 10/8/99 Permit Issue TITLE COVER SHEET NAL SH..LL NOT BE CONSTHULD A': fhORITY TO VIOLATE OR CANCEL CNS CF CODES, ORDI- r.::C=, C G7- .1 RE3ULA710NSrE FOR:,: J 6y EFTS LlFY DATE APPROVED 8Y Job No. rep/Om Drawn By: SHEET T1w0 Y" T L a 0 0- a) rn rn CU Q t C\J O UO r- 0M 3 1) cn a Ln 0i 0 rnrn LO Gj a 0 o it 0rn rn PARKING EVALUATION. - PER ORIGINAL OEVELCc4ENT PERMIT SUBMITTAL: TAL 5TALL5 REQUIRED = 111 5TALL5 PROP05ED 5COPE OF /rORK PARKING ANALY515: RZC9JLAR PARKING 5TALL5 = b60 5TALL5 CIIMPAGT PARKING 5TALL5 = 504 STALLS N/S VAN ACZE55 = 6 5TALL5 Ir'"- AGGE55 = 14 5TALL5 TAL 5TALL5 PROVIDED = I,Ibb 5TALL5 i ----- - ----e9a ----- --- _ - _ EX. LP EX. LP EX. LP -- -- EX. LP C55 000 L aoaEX. L i EX. LP y EX. LP QO0 D-Ofl OVERALL SITE PLAN SCALE: I " = 40'-0" 0 0 I.I. EX. FH AREA OF WORK - SEE SHEET A-2.0 W W J Sesignon ell CMG group PLANNING DESIGN I N C 0 R P 0 R A T E D 22000 64th Ave. W. Suite 2F Mountlake Terrace, WA 98043 425)670-6706 FAX (425)774-8219 ATE OF WAS NGTON 4) N O C C W Q L O C sw 0 m L 4) m C c3L0 C'3Occ L a; 0) O a C O C n L J C 4 L 0 r W c W O y— 0 t-C M REVISIONS TITLE SITE PLA AL SHALL NOT BE CONSTRUED AS hORiTY TO VIOLATE OR CANCEL, j F,-GV;SICNS OF CODES, ORDI- vC OR OT';E3 REGULATIONS FORC--J 13Y ThiS CITY DATEAPPROVED B' PEFUT • -' ., S 99051- 2 Job No.: RAP/ JM/MAK Drawn By: SHEET AlmO so EXI5TIN6 FIN. EL. 22.22' 6" G.M.U. - GROUT 50LID TOP COURSE AND BLOGK5 BELOW GRADE --\ 2) 5/8" KAIK-BOLT II W/ 4 1/2" EMBED (TYP) 4" CONC. 5LA13 lkj EL. 21.38' EXISTING WINDOW 51LL EL. 25.12' EXI5TING BUILDING EXISTING GRADE EL. 21.30' ECTION ALE: 1/4" = 1'-0" PRE-E%I NEERED/FABRIGA TED OEISEL GENERATOR WITH BUILT-IN FUEL TANK BY OTHERS (GENERATOR MOUNTING AND ENGINEERING BY GENERATOR GONSULTANT) \ 1 1/2' DIA. GAL\/. 5TEEL PIPE HANDRAIL (ONE 10 SIDE ONLY) 4" THICK CONCRETE I IyV CONCRETE BLOCKSLAB ®GRADE NGY GENERATOREMERGE ENCLOSURE EXISTING PARKING EL. ITbO' r 2) 5/8" VIA. M.B.(TYP) MG 12 X 10.6 GALV FIN15H ChOM L 5TRINGER WITH ANGLE 4' X 40 -X V4' X 6"- EXP BOLT TO FLOOR AW WALL 12' WIDE METAL GRATING 7READ5 6ALV. FINISH v w TOP OF 5LAB J EL. 11.05' • C 4" PIA CONT. PERE 3 TREADS ® 12" = 5'-0" PIPE DRAIN IN GRAVEL POCKET - TIGHTLINE TO EXISTING BUILDING FOOTING DRAIN 5Y5TEM. STAIR SECTION ALE: I " = 1'-0" T C- T a DW 4- O d QlQ1 Ln Q CDLn O ti OO 0 CY, TD CnJ Q LLJO cd LJ JW z a Ja LQJ E LtJ Lv 0 LT ti Ln 0rn rn 3' b" THICK CONCRETE SLAB Y'V #4 ® 12" E.A. - - -- 12" X 12" X 12" DEEP THICKENED GONG. FOOTING BOTTOM OF STRINGER. TOP OF GAP d TOP OF EXISTING WINDOW SILL EL. 25.12' INTERIOR FIN15H: EXTERIOR BLOCK FILLER WITH 2 COAT5 ELA5TOMETRIC VIP LA50-0-GOAT 5000 5ERIE5" OR EQUAL. COLOR TO MATCH BUILDING COLOR. — 6" CONG. SLAB W/ #4 ® 12" E.W. 1 • PRE-GA5T GAP - PAINT PER INTERIOR SPEC. 6" G.M.U. WALL YV/ VERT. #4 ® 32"O.C. d HORIZ. #4 ® 24" O.G.- 5OLID GROUT TOP GOUR5E AND BLOCKS BELOW GRADE EXTERIOR FIN15H: ACRYLIC "ORYVIT" FIN15H APPLIED OVER GMU WITH SANDBLA5T FINISH. COLOR TO MATCH EXI5TIN6 BUILDING FLUID APPLIED WATERPROOFING 1 ( ASPHALTIC BA5E) LAP 24' ABOVE FOOTING r \ T BARS 4" DIA CONT. PERF. PIPE DRAIN IN GRAVEL POCKET - TIGHTLINE TO EXISTING BUILDING FOOTING DRAINS SYSTEM. 8,0 H-BARS #4 ® 10" O.G. T-BAR5 #4 ® 10" O.G. BAR5 #4 ® 32" D.G. 10 TYPICAL WALL SECTION 1 1/2"' = I'-O" O GRAI EL. V O O LOOR PLAN E:/b" = 1'-0" EXISTING BUILDING ILDING ELEVATION 1/4" = 1'-0" O NEW EMERGENCY GENERATOR ENG OSURE — N E\15TING FAR.r iNG LOT 0 OCT 1 2 144Q a-o ronnell CTGdesigngroup PLANNING DESIGN I N C 0 R P 0 R A T E D 22000 64th Ave. W. Suite 2F Mountlake Terrace, WA 98043 425)670-6706 FAX (425)774-8219 4) N 0 z 0) C W L 0 m L0 mow0 r O n 00 a) CO)3°' C 1 6 C C C 0 acc C C 0 c L J C L' 0 W O 04.. 00 r 0 REVISIONS 10/8/99 Permit Issue TITLE 1/4 SCALE PLAN, EXTERIOR ELEVATION AND DETAILS 99051-2 Job No.: MAK Drawn By: SHEET A2mO