HomeMy WebLinkAboutP_Plan_Drawings_170627TITLESHEETT1.0SHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17WESNTNMN16.9°PROJECTLOCATIONSTRUCTURAL ENGINEERVECTOR STRUCTURAL ENGINEERING, LLC651 W GALENA PARK BLVD, SUITE 101DRAPER, UT 84020WELLS L. HOLMES, S.E.PH:801.990.1775WWW.VECTORSE.COMPROPERTY & TOWER OWNERCITY OF RENTON1055 S. GRADY WAYRENTON, WA 98057PETER RENNNERPH: 425.430.6605APPLICANTVERIZON3245 158TH AVE SE, MS 231BELLEVUE, WA 98008SITE ACQUISITION CONSULTANTCENTERLINE SOLUTIONS6623 NE 78TH COURT, SUITE B1PORTLAND, OR 97218PAMELA TURNERPH: 971.270.1930, EXT. #5015CONSTRUCTION MANAGEMENTVERIZON3245 158TH AVENUE SE, MS 231BELLEVUE, WA 98008SITE ADDRESS:2401 PUGET DR SERENTON, WA 98055PREVIOUS PERMIT ADDRESS: 11500 PUGET DR SERENTON, WA 98055LATITUDE:47°27'56.73" N (47.465757) = ALPHA SECTORLONGITUDE:122°11'17.92" W (122.188311) = ALPHA SECTORLATITUDE:47°27'56.78" N (47.465772) = BETA SECTORLONGITUDE:122°11'17.39" W (122.188163) = BETA SECTORLATITUDE:47°27'56.36" N (47.465655) = GAMMA SECTORLONGITUDE:122°11'18.03" W (122.188342) = GAMMA SECTORSOURCE:1A CERTIFICATIONSDATUM:NAD 83/91JURISDICTION:CITY OF RENTONTAX ID NUMBER:202305-9109ZONING CLASSIFICATION:R-8GROUND ELEVATION:465.5' AMSLTOP OF (E) WATER TANK:131' AGLOCCUPANCY GROUP:UCONSTRUCTION TYPE:II-BDRAWING INDEXT1.0TITLE SHEETA1.0 OVERALL SITE PLANA1.1 ENLARGED SITE PLANA2.0ENLARGED ANTENNA PLANA3.0ELEVATION & DETAILSA4.0 ANTENNA DETAILSRF1.0RF DETAILSGN1.0GENERAL NOTESPROJECT SUMMARYSITE INFORMATIONTHE INFORMATION CONTAINED IN THISSET OF CONSTRUCTION DOCUMENTS ISPROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN THAT WHICHRELATES TO VERIZON CORPORATIONSERVICES IS STRICTLY PROHIBITED.DRIVING DIRECTIONSDESCRIPTIONPROJECT CONTACTSSHEET1.PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONSFACILITY.2.PROPOSED REMOVAL OF TWELVE (12) EXISTING VERIZON PANELANTENNAS & THREE (3) RADIO UNITS.3.PROPOSED INSTALLATION OF TWELVE (12) PANEL ANTENNAS W/ RETEQUIPMENT AS REQUIRED, TWELVE (12) REMOTE RADIO UNITS (RRU'S),AND THREE (3) HYBRID CABLES ON AN (E) 131'-0" WATER TANK. EXISTINGSURGE PROTECTORS AND THREE (3) RADIO UNITS TO REMAIN.SITE ADDRESS: 2401 PUGET DR SEPREVIOUS PERMIT ADDRESS: 11500 PUGET DR SECONSTRUCTION DRAWINGSSEA ROYAL HILL MODPROJECT VICINITY MAPRCall before you dig.Know what's below.GOVERNING CODESFINAL CONSTRUCTION DRAWINGS SIGN OFFCONSULTANTDATESIGNATUREREVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACHREDLINE NOTE AS DRAWINGS ARE BEING REVIEWEDPROJECT MNGR.OPS MNGR.CONST. MNGR.SITE ACQUISITIONPERMITTING CONSULTANTRF ENGINEER:REGULATORY REV.DEV. MNGR.GOVERNING CODESIBC-2015, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTSNEC-2014, NATIONAL ELECTRICAL CODEA.D.A. COMPLIANCEINSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAP ACCESS IS NOT REQUIRED PER A.D.A.FROM SEATTLE-TACOMA INTERNATIONAL AIRPORT:1. DEPART FROM SEATTLE-TACOMA INTERNATIONAL AIRPORT, WA (1.9 MI)2. TAKE RAMP RIGHT FOR WA-518 EAST TOWARD SEATTLE / TACOMA (1.6 MI)3. KEEP STRAIGHT ONTO I-405 N (2.0 MI)4. AT EXIT 2, TAKE RAMP RIGHT FOR WA-167 NORTH TOWARD RENTON /RAINIER AVE. (0.9 MI)5. TURN RIGHT ONTO S GRADY WAY (0.5 MI)6. TURN RIGHT ONTO WA-515 / TALBOT RD S (0.5 MI)7. TURN LEFT ONTO S PUGET DR (0.8 MI)8. ROAD NAME CHANGES TO PUGET DR SE (0.5 MI)9. ARRIVE AT 47.465696, -122.188257 ON THE RIGHT (0.6 MI)ESTIMATED TIME:15 MINUTESESTIMATED DISTANCE:8.5 MILESDRAWING LEGENDSUBJECT PROPERTY LINEADJACENT PROPERTY LINEXXX.XELEVATION MARKERXXX.XSECTION MARKERCOAX ROUTEOVERHEAD TELCO ROUTEHYBRID CABLE ROUTEHYBRIDHYBRIDDETAIL REFERENCEXX.XXOH-TOH-TNEW / EXISTING FENCEOVERHEAD FIBER ROUTEOH-FOH-FOVERHEAD POWER ROUTEOH-POH-PF/PF/PFIBER / POWER ROUTEUG-TUG-TUG-FUG-FUG-PUG-PUNDERGRND. TELCO ROUTEUNDERGRND. FIBER ROUTEUNDERGRND. POWER ROUTEZONING AND PERMITTING CONSULTANTCENTERLINE SOLUTIONS8218 154TH AVE NE, SUITE 120REDMOND, WA 98052ANGELA RAYMONDPH: 509.998.901506/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy: Alan Findlay Date: 08/25/2017 Note: This approval is for structural review only.THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.
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OVERALLSITE PLANA1.0OVERALL SITE PLAN1WESNTNMN16.19°120'60'0'SCALE: 1" = 120'-0" (11X17)SCALE: 1" = 60'-0" (22X34)240' VERIZON WIRELESS PROJECT AREASEE SHEET A1.1 & A2.0DRAWING LEGENDSUBJECT PROPERTY LINELEASE AREAACCESS EASEMENTADJACENT PROPERTY LINEFIBER ROUTEPPOWER ROUTEFIBER/POWER ROUTEFF / PXX-X.XELEVATION MARKERXX-X.XSECTION MARKERCOMMON ABBREVIATIONS(E)EXISTING(P)PROPOSED(N)NEW(TYP)TYPICALCOAX ROUTECOAXEXISTING ELECTRICALEEEEXISTING FENCEABBREVIATIONS CONTINUEDON SHEET GN-4OVERHEAD UTILITIESOHTAX ID NO: 202305-9109AREA: 12.566 ACRES(E) SUBJECTPROPERTY LINE (TYP)PUGET DRIVE SE(E) ADJACENT PROPERTYLINE (TYP) INGRESS/EGRESS FROMPUGET DRIVE SE(E) APPROXIMATE LINEOF TREE CANOPY (TYP)NOTE:SITE PLAN DERIVED FROM; TOM NELSON & ASSOCIATES SURVEYDATED 5-23-2014, EXISTING DRAWINGS, GIS, AERIAL IMAGES ANDSITE PHOTOS.(E) GRAVELACCESS ROADSHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17ADJACENT ZONINGR8ADJACENT ZONINGR8ADJACENT ZONINGR8ADJACENT ZONINGR8ADJACENT ZONINGR8(E) WATER RESERVOIR(E) WATERDEPARTMENT BLDG(E) 8' TALL CHAINLINK FENCES01°50'38"W 280.88'LINE OF (E) 5'-0" WIDEEASEMENT - SEE SV1 SHEETEDMONDS AVE SE
S
E
1
6
T
H
A
V
EEDMONDS WAY SE(E) CHAIN LINKACCESS GATE(E) SUBJECTPROPERTY LINE (TYP)06/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy: Alan Findlay Date: 08/25/2017 Note
: This approval is
for structural review only
.THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT
ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY
TOVIOLATE OR CANCEL ANY PROVISIONS
OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.
......ENLARGEDSITE PLANA1.1ENLARGED SITE PLAN120'10'0'SCALE: 1" = 20'-0" (11X17)SCALE: 1" = 10'-0" (22X34)40'WESNTNMN16.19°(E) 15'-0" X 30'-0" X 8'-0" TALL CHAINLINK FENCE WITH BARBED WIREWITHIN 450 SQ FT (15'-0" X 30'-0")VERIZON WIRELESS LEASE AREAINGRESS/EGRESS FROMPUGET DRIVE SE(E) VERIZON WIRELESSEQUIPMENT CABINETSMOUNTED TO 7'-9" X22'-0" CONCRETE PAD(E) 131'-0" TALL CITY OF RENTONWATER TANK465SHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17(E) APPROXIMATE LINEOF TREE CANOPY (TYP)(E) GRAVELACCESS ROAD(E) OTHER CARRIER20' X 35' LEASE AREA(E) ACCESS GATE(E) TREE (TYP)451455460 462
463
464
454PUGET DRIVE SE(E) SUBJECTPROPERTY LINE (TYP)A3.01(E) OTHER CARRIERCONC. EQUIP. PADS(E) H-FRAME WITH A 400A CT CAN &TWO (2) 200A METER BASES(E) 4' X 4' FIBER VAULT69'-5"(E) POWER ROUTEUTILIZE (E) VERIZON WIRELESSCABLES ON SE FACE OF LEG.(E) UG HYBRID CABLE/COAXTRENCH FROM EQUIPMENT TOWATER TANK LEG - APPROX. 20'REMOVE (E) VERIZON WIRELESSPANEL ANTENNAS AND REPLACEWITH NEW (12 TOTAL)NOTES:1.CONTRACTOR TO REVIEW AND CONFORM WITH ALL WATERDEPARTMENT REQUIREMENTS FOR PAINTING ANDWELDING LISTED ON SHEET GN-4 PRIOR TO MATERIALSPROCUREMENT AND CONSTRUCTION.2.ALL FABRICATED METAL, MOUNTING HARDWARE, CABLESAND ANTENNAS TO BE PAINTED TO MATCH EXISTINGSTRUCTURE. VERIFY PAINT MANUFACTURER AND COLORAND PAINT TO MATCH EXISTING TANK.3.CONTRACTOR TO VERIFY (N) SECTORS & AZIMUTHS WITHRF ENGINEER PRIOR TO INSTALLATION.4.PRIOR TO MATERIALS PROCUREMENT CONTRACTORSHALL FIELD VERIFY CONDITION OF STRUCTURE ATPROPOSED MOUNTING LOCATION TO ENSURE EXISTINGCONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION.06/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy: Alan Findlay Date: 08/25/2017 Note: This approval is
for s
tructural review only.THIS SET
OF APPROVED PLANS MUST BE ON THE JOB AT
ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE
AUTHORITY
TOVIOLATE OR CANCEL ANY PROVISIONS
OF CODES,
ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.
......COAXCOAXCOAXCOAXCOAXCOAXHYBRID HYBRID
465ENLARGEDANTENNA PLANA2.1ENLARGED ANTENNA PLAN - PROPOSED1SCALE: 1/8" = 1'-0" (11X17)SCALE: 1/4" = 1'-0" (22X34)8'4'0'16'WESNTNMN16.19°(E) 131'-0" TALL CITY OF RENTONWATER TANK; STRUCTURALANALYSIS BY OTHERSSHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17(E) APPROXIMATE LINEOF TREE CANOPY (TYP)464 463
(E) WATER TANK ACCESSLADDER AND WORKPLATFORM(N) & (E) VERIZON WIRELESS RRU'SMOUNTED BELOW ANTENNA TO PIPEMAST (TYP OF 1 PER ANTENNA,TOTAL OF 4 PER SECTOR)(N) BETA SECTORAZIMUTH = 110°(N) VERIZON WIRELESS ANTENNAS (TYPOF 4 PER SECTOR, TOTAL OF 12)ATTACHED TO WATER TANK LEGS(E) VERIZON WIRELESS PIPEMOUNTED SURGE SUPPRESSORMOUNTED BEHIND ANTENNA TOPIPE MAST (TYP OF 1 PER SECTOR)(N) ALPHA SECTORAZIMUTH = 10°A-4.01&4(E) 8' TALL CHAIN LINKFENCE / VERIZONEQUIPMENT LEASE AREA(E) HAND RAILING(E) WATER TANK UPPERACCESS LADDER(E) OTHER CARRIER MICROWAVEDISH ANTENNA (TYP)(E) OTHER CARRIER PANELANTENNA (TYP)(N) ALPHA
S
E
C
T
O
R
AZIMUTH
=
1
0
°(N) GAMMA SECTORAZIMUTH = 170°UTULIZE (E) HYBRID CABLE ROUTEMOUNTED TO WATER TANKHANDRAIL (TYP)(E) GPS ANTENNA MOUNTEDTO ANTENNA PIPEA-4.02A-3.01AT&T CABLES ON TOWER LEG(E) 3'-0" Ø VERIZONWIRELESS MICROWAVEANTENNA(E) MICROWAVE ANTENNAAZIMUTH = 254.36°(N) BETA SECTORAZIMUTH = 110°(N) GAMMA SECTORAZIMUTH = 170°NOTE:RAD CENTER & BOTTOM OF NEWPANEL ANTENNAS NOT VISIBLE DUETO STACKED CONFIGURATION06/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy: Alan Findlay Date: 08/25/2017 Note
: This approval is
for structural review only
.THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO
BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE
OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY
TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORD
INANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.
A3.0(E) TOP OF WATER TANK131'-0" AGL(N) VERIZON WIRELESSPANEL ANTENNA TIP HEIGHT101'-0" AGLSHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17(E) GRADE (465.5' AMSL)0'-0" AGL(E) 131'-0" TALL CITY OF RENTONWATER TANK(N) & (E) VERIZON WIRELESS RRU'S MOUNTEDBELOW ANTENNA TO PIPE MAST (TYP OF 1PER ANTENNA, TOTAL OF 4 PER SECTOR)(N) VERIZON WIRELESSANTENNAS (TYP OF 4 PERSECTOR, TOTAL OF 12)A-4.01&4(E) WATER TANK WALKWAY110'-6" AGL(E) OTHER CARRIER MICROWAVEDISH ANTENNA (TYP)(E) OTHER CARRIER PANELANTENNA (TYP)(E) VERIZON WIRELESS TOWER MOUNTEDSURGE SUPPRESSOR MOUNTED BELOWANTENNA TO PIPE MAST TO REMAIN (TYPOF 1 PER SECTOR)(N) VERIZON WIRELESSPANEL ANTENNA TIP HEIGHT86'-0" AGL(E) TOP OF HANDRAIL115'-5" AGL(E) TOP OF LIGHTNING ROD± 149'-0" AGL(E) 3'-0" Ø VERIZON WIRELESSMICROWAVE ANTENNA MOUNTEDTO WALKWAY HANDRAILELEVATION &DETAILS1NW ELEVATION - PROPOSED2ANTENNA MOUNT DETAILSCALE: 1/16" = 1'-0" (11X17)SCALE: 1/8" = 1'-0" (22X34)16'8'0'32'SCALE: NTS (11X17)SCALE: NTS (22X34)NOTE:PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION PRIOR TOORDERING SUPPORT STRUCTURES, ATTACHMENTS, ANTENNAS, AND OTHERAPPURTENANCES.STRUCTURAL NOTES / VERIZON STRUCTURAL SERVICES COMPLIANCE NOTE:NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURALTOWER/ANTENNA/ MOUNT ANALYSIS REPORT (SIGNED AND SEALED) TO BEPROVIDED UNDER SEPARATE COVER. CONTRACTOR PRIOR TOCONSTRUCTION SHALL REVIEW THE APPROVED TOWER/ANTENNA/MOUNTANALYSIS REPORT SUPPLIED BY VERIZON AND MODIFY IF REQUIRED ALLAPPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORTPRIOR TO INSTALLATION ON STRUCTURE.(N) & (E) RRU (TYP OF 1 PERANTENNA, TOTAL OF 4 PERSECTOR) W/ MOUNTINGBRACKET PER MANUFACTURER(1) (E) SURGE PROTECTIONUNIT, TYP. OF (1) PER SECTORTO REMAIN(E) ± 36" Ø WATERTANK LEG (VERIFY)(N) OR (E) 3-1/2" O.D. SCH. 40ANTENNA MOUNT PIPE (TYP OF 2PER MOUNT), 10'-0" LONG MAX.NOTES:1.PM/GC TO VERIFY PAINTING REQUIREMENTS WITH JURISDICTION PRIOR TO ORDERING SUPPORTSTRUCTURES, ATTACHMENTS, ANTENNAS, AND OTHER APPURTENANCES.2.TOWER AND ANTENNA MOUNT PLATFORM / ASSEMBLY STRUCTURAL ANALYSIS TO BE PERFORMEDBY OTHERS. VERIZON INSTALLATION SHALL NOT START UNTIL GC RECEIVES COPY OF APPROVEDSTRUCTURAL ANALYSIS OR ASSESSMENT.3.CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNERAPPROVAL.4.REFER TO STRUCTURAL ANALYSIS FOR APPROVED CABLE PLACEMENT.(N) VERIZON WIRELESS ANTENNA(E) 6"X9"X1/2" PLATE, TYP.(E) 4" STD PIPE (4.5" O.D. X0.237" THICK), 6'-0" LONG TYP.3/16TYP., VERIFY(E) 3" STD PIPE (3.5" O.D. X0.216" THICK), 6.6" LONG TYP.3/16TYP., VERIFY(E) HSS 3X3X1/4 TYP.FRONT VIEWSIDE VIEW±2'-6"(E) 6"X9"X1/2" PLATE, TYP.(E) 3" STD PIPE (3.5" O.D. X0.216" THICK), 6.6" LONG TYP.(E) 4" STD PIPE (4.5" O.D. X0.237" THICK), 6'-0" LONG TYP.(N) OR (E) 3-1/2" O.D. SCH. 40ANTENNA MOUNT PIPE (TYPOF 2 PER MOUNT), 10'-0"LONG MAX.06/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy: Alan Findlay Date: 08/25/2017 Note: This approva
l is for struc
tural review
only.THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER F
INAL INSPECTION
BY
THE RENTONBUILDING DIVISION
AND RECE
IPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROV
IS
IONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY TH
IS
CITY
.
ANTENNADETAILSA4.0CABLE MOUNTING TO HANDRAIL2NOT IN USE3ANTENNA AND COAX/FIBER SCHEDULES4SCALE: NTS (11X17)SCALE: NTS (22X34)PANEL ANTENNA SPECIFICATIONS1SCALE: NTS (11X17)SCALE: NTS (22X34)SCALE: NTS (11X17)SCALE: NTS (22X34)CABLE NOTES:1.COAX/HYBRID CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TOFIELD VERIFY LENGTHS PER FINAL CONFIGURATION AND STRUCTUREMOUNTED ROUTING.2.ALL COAXIAL/HYBRID CABLE INSTALLATION SHALL CONFORM TOCURRENT VERIZON WIRELESS STANDARDS.3.ALL COAXIAL/HYBRID CABLE CONNECTIONS TO BE WEATHERPROOFED.4.CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERSWHERE NECESSARY. ALL COAXIAL/HYBRID CABLES TO BE MARKEDWITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR.5.COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE ANDEACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOTTO INTERFERE WITH WEATHERPROOFING).ANTENNA NOTES:1.REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTINGINFORMATION FOR AMPLIFIER IF REQUIRED.2.CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENTREPRESENTATIVE PRIOR TO COMMENCING INSTALLATION.3.PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFYSUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION.4.IF REQUIRED, PAINT TO MATCH THE EXISTING STRUCTURE AND/OR BLENDWITH THE SURROUNDING AREAS USING NON-REFLECTIVE PAINT.SHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17SCALE: NTS (11X17)SCALE: NTS (22X34)1.6" HYBRID CABLE ROUTED ALONGWALKWAY HANDRAIL W/ (E) OTHERCARRIER CABLING;ROUTE DOWN TOANTENNA SECTORS AND ATTACH TOTANK LEGS PER 4/A-5.0(E) ∠ 2" X 2" X 3/16" DIAGONALHANDRAIL MEMBER, VERIFIEDBY OTHERS (TYP)SITEPRO1 ANGLE ADAPTER FOR SNAP-INSOR APPROVED EQUAL (PART # ADAP-O)(TYP OF 1 PER DIAGONAL MEMBER); MOUNTTO OUTSIDE OF WALKWAYSITEPRO1 TRUE-GRIP SNAP-INS ORAPPROVED EQUAL (PART # 158SH-3)ANTENNA AND ANCILLARY EQUIPMENT SCHEDULESECTORQTY.(N)/(E)SERVICE TYPEANTENNA MODEL # OREQUIPMENT SPECIFICATIONTIP HEIGHTAZIMUTHMECH.DOWNTILTELEC.DOWNTILTCABLETYPECABLELENGTHDIMENSIONSWEIGHTALPHABETAGAMMA1(N)8501.09" HYBRIDRRUS 11 B13 w/A2RRUS 32 B228.5"W X 6.0"D X 94.9"L140.7 LBS3°101.0'N/AN/A1(N)10°10°0°0°6°N/ACABLEQUANTITYN/A240 LF700 UPPERPCS1MANUFACTURER: AMPHENOL ANTEL, INCPART NUMBER:HEX338CU0000XLENGTH:94.9"WIDTH:28.5"DEPTH6.0"WEIGHT:108.7 lbs (W/O BRACKETS)WEIGHT:140.7 lbs (W/ BRACKETS)MOUNTING HARDWARE ATTACHES TO PIPE DIAMETERØ2.0" - 4.5"MOUNTING BRACKET KIT# MKS09P04DOWNTILT BRACKET KIT# MKS09T04HEX338CU0000x28.5"W X 6.0"D X 94.9"L140.7 LBS101.0'AWS700 UPPER28.5"W X 6.0"D X 94.9"L140.7 LBS86.0'HEX338CU0000x28.5"W X 6.0"D X 94.9"L140.7 LBS850/PCS86.0'3°10°10°0°0°6°240 LF240 LF240 LF230 LF260 LF230 LF230 LF230 LF260 LF260 LF260 LFRRUS 32 B66RRUS 32AWS8501(N)1(N)1(E)1(N)1(N)1(N)1(N)8501.09" HYBRIDRRUS 11 B13 w/A2RRUS 32 B23°101.0'N/AN/A1(N)110°110°0°0°6°N/AN/A700 UPPERPCS1101.0'AWS700 UPPER86.0'850/PCS86.0'3°110°110°0°0°6°RRUS 32 B66RRUS 32AWS8501(N)1(N)1(E)1(N)1(N)1(N)1(N)8501.09" HYBRIDRRUS 11 B13 w/A2RRUS 32 B23°101.0'N/AN/A1(N)170°0°0°6°N/AN/A700 UPPERPCS1101.0'AWS700 UPPER86.0'850/PCS86.0'3°0°0°6°RRUS 32 B66RRUS 32AWS8501(N)1(N)1(E)1(N)1(N)1(N)170°170°170°(SHARED)(SHARED)(SHARED)(SHARED)(SHARED)(SHARED)(SHARED)(SHARED)(SHARED)28.5"W X 6.0"D X 94.9"L140.7 LBSHEX338CU0000x28.5"W X 6.0"D X 94.9"L140.7 LBS28.5"W X 6.0"D X 94.9"L140.7 LBSHEX338CU0000x28.5"W X 6.0"D X 94.9"L140.7 LBS28.5"W X 6.0"D X 94.9"L140.7 LBSHEX338CU0000x28.5"W X 6.0"D X 94.9"L140.7 LBS28.5"W X 6.0"D X 94.9"L140.7 LBSHEX338CU0000x28.5"W X 6.0"D X 94.9"L140.7 LBS6° / 4°6° / 4°6° / 4°HEX338CU0000xHEX338CU0000xHEX338CU0000xHEX338CU0000xHEX338CU0000xHEX338CU0000x17.0"W X 10.5"D X 19.7"L74 LBS12.5"W X 7.4"D X 27.6"L56 LBS12.5"W X 7.4"D X 27.6"L56 LBS12.5"W X 7.4"D X 27.6"L56 LBS17.0"W X 10.5"D X 19.7"L12.5"W X 7.4"D X 27.6"L12.5"W X 7.4"D X 27.6"L12.5"W X 7.4"D X 27.6"L17.0"W X 10.5"D X 19.7"L12.5"W X 7.4"D X 27.6"L12.5"W X 7.4"D X 27.6"L12.5"W X 7.4"D X 27.6"L74 LBS56 LBS56 LBS56 LBS74 LBS56 LBS56 LBS56 LBS06/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy: Alan Findlay Date: 08/25/2017 Note: This approval is for structural review only.THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.
RF INFORMATION
RF1.0
SHEET NO.
CP PROJECT NO.:
SITE ADDRESS:
SITE NAME:
VER-17-0003-3
2401 PUGET DR SE
RENTON, WA 98055
SEA ROYAL HILL
MOD
SUBMITTAL
NO.
PRELIMINARY
DATE DESCRIPTIOND/C
KN/BU0
BP SUBMITTALCL/CL006-13-17
90% CD REVIEW12-20-16
NO.DATE DESCRIPTIOND/C
CL/CL CLIENT COMMENT03-08-172
CL/CL CLIENT COMMENT03-10-173
SHEET TITLE
202305-9109
TAX ID NO.:
KN/GS1 CLIENT COMMENT01-30-17
06/15/17 EXP 01/27/18
RECEIVED
08/04/2017 striplett
BUILDING DIVISION B17003662
GN1.0GENERALNOTESSHEET NO.CP PROJECT NO.:SITE ADDRESS:SITE NAME:VER-17-0003-32401 PUGET DR SERENTON, WA 98055SEA ROYAL HILLMODSUBMITTALNO.PRELIMINARYDATEDESCRIPTIOND/CKN/BU0BP SUBMITTALCL/CL006-13-1790% CD REVIEW12-20-16NO.DATEDESCRIPTIOND/CCL/CLCLIENT COMMENT03-08-172CL/CLCLIENT COMMENT03-10-173SHEET TITLE202305-9109TAX ID NO.:KN/GS1CLIENT COMMENT01-30-17GENERAL NOTES1.THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY.2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THEFINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ONTHE DRAWINGS.3.PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BERESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS ANDCONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITHCONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECTMANAGER.4.THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTINGWORK.5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERELOCAL CODES OR REGULATIONS TAKE PRECEDENCE.6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITHAPPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICESAND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANYPUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICALSYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITYCOMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, ANDAPPLICABLE REGULATIONS.7.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THEWORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECTMANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE.8.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BCWITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURINGCONSTRUCTION.9.THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ONSITE WHENEVER ANY PERSONNEL ARE ON SITE.10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BEREQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BEINCLUDED AS PART OF THE WORK.11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANYDAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECTMANAGER AND/OR LANDLORD.12.ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS,RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVEPREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANYNATURE.13.CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OFPROJECT COMPLETION.14WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME ASFOR OTHER SIMILAR WORK.15.ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.16IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIESWHETHER SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTIONOF THIS WORK.17.ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED ORREPAIRED TO MATCH EXISTING.SPECIAL INSPECTION1.IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIALINSPECTOR.2.THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT,STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED.3.ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BEBROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIALINSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.4.INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIALUSED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BEREQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTIONAND FURNISHES EVIDENCE OF COMPLIANCE.5.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRINGSPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE INCONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLEWORKMANSHIP PROVISIONS.STRUCTURAL NOTESGENERAL STRUCTURAL NOTES:1.WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME ASFOR OTHER SIMILAR WORK.2.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.3.NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESSSPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES,DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FORINSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.4.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETYOF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFYAND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALLLIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESSWIRELESS OR THE ARCHITECT/ENGINEER.5.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DONOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TOCONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTIONOF SUCH ITEMS.6.ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.7.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADSHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATESHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIESWHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTIONOF THIS WORK.9.DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.10.THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.11.ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS,ETC.) SHALL BE REPLACED TO MATCH EXISTING.THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION IF REQUIRED:A.THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONALENGINEER.B.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER,AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPERDESIGN AUTHORITY AND THE BUILDING OFFICIAL.C.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HISSUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INCONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLEWORKMANSHIP PROVISIONS OF THE CODE.D.COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS.STANDARD STRUCTURAL STEEL NOTES:1.ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTMA123-A123M-02 UNLESS NOTED OTHERWISE.2.STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501.3.ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISCAND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLEJ2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. FIELD WELDING NOTPERMITTED.4.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM F3125 GRADE A325 BOLTS (5/8" DIA. UNO)GALV. PER ASTM F2329 AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDEHEAVY-HEX NUTS AND STANDARD CUT WASHERS.5.NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIAGALVANIZED ASTM A307 BOLTS U.N.O.6.ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B.SPECIAL INSPECTION:1.IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIALINSPECTOR PER CODE FOR THE FOLLOWING ITEMS.A.CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECTHOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT.AFFABOVE FINISH FLOORAGLABOVE GRADE LEVELAWGAMERICAN WIRE GAUGEACAIR CONDITIONINGADJADJUSTABLEAPPROXAPPROXIMATELYAZAZIMUTHBLDGBUILDINGCMCONSTRUCTION MANAGERCABCABINETCLGCEILINGCLRCLEARCOCOPPERCONCCONCRETECONDCONDUITCONSTCONSTRUCTIONCONTCONTINUOUSCPMCASCADIA PMD/CDRAFTER/CHECKERDEMODEMOLISHDIADIAMETERDIMDIMENSIONDNDOWNDTLDETAILDWGDRAWINGEAEACHELECTELECTRICALELEVELEVATIONEQEQUALEQUIPEQUIPMENTEXTEXTERIORFINFINISHFLRFLOORFTFOOT, FEETGCGENERAL CONTRACTORGWBGYPSUM WALL BOARDGRGRADEGRNDGROUNDHVACHEATING, VENTING & AIR CONDITIONINGHORIZHORIZONTALHTHEIGHTIBCINTERNATIONAL BUILDING CODEIDINSIDE DIAMETERININCHINSULINSULATIONINTINTERIORJBOXJUNCTION BOXLB(S)POUND(S)LFLINEAR FEETMWMICROWAVEMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMGRMANAGERMINMINIMUMMISCMISCELLANEOUSMTLMETALNECNATIONAL ELECTRICAL CODENICNOT IN CONTRACTNTSNOT TO SCALEN/ANOT APPLICABLEOCON CENTERODOUTSIDE DIAMETEROPOVERHEAD POWEROTOVERHEAD FIBEROPPOPPOSITEPMPROJECT MANAGERPTPRESSURE TREATEDPLYWDPLYWOODPROJPROJECTPROPPROPERTYROROUGH OPENINGROWRIGHT OF WAYRRUREMOTE RADIO UNITREQREQUIREDSSSTAINLESS STEELSFSQUARE FEETSHTSHEETSPECSPECIFICATIONSQSQUARESTLSTEELSTRUCTSTRUCTURE, STRUCTURALTOCTOP OF CONCRETETOMTOP OF MASONRYTHRUTHROUGHTNNDTINNEDUBCUNIFORM BUILDING CODEUNOUNLESS NOTED OTHERWISEUPUNDERGROUND POWERUFUNDERGROUND FIBERVIFVERIFY IN FIELDVERTVERTICALWPWATERPROOFW/WITHW/OWITHOUTUGUNDERGROUNDPLPROPERTY LINECLCENTERLINEMTZLMETALIZE(D)GAGAUGEGALVGALVANIZEDSBTCSOLID BARE TINNED COPPERDRAWING ABBREVIATIONS06/15/17 EXP 01/27/18RECEIVED08/04/2017 striplettBUILDING DIVISIONB17003662APPROVEDBUILDING DIVISIONBy:
Alan Find
lay
Date:
08/25/2017
Note
: Th
is app
ro
val
is
fo
r s
truc
tural
rev
iew on
ly.THIS SET OF APPROVED
PLANS MUST BE ON THE
JOB
AT
ALLTIMES DUR
ING CONSTRUCTION
. THIS
BU
ILD
ING
IS NOT
TO
BEOCCUPIED UNTIL AFTER
F
INAL
INSPECTION BY THE
RENTONBUILDING DIVISION AND
RECEIPT OF CERT
IFICATE
OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED
AS
THE
AUTHORITY TOVIOLATE
OR
CANCEL
ANY PROV
IS
IONS OF CODES,
ORDINANCES
,OR OTHER REGULATIONS ENFORCED BY THIS
C
ITY
.