2320 HEWITT AVE VERIZON WIRELESS ANTENNA 2021-04-01

Y DESIGN CRITERIA SPECIAL INSPECTION REINFORCING STEEL PROJECT SCOPE AND RFP verizo1" = DESIGN OATH: • SPECIE INSPECTION IN A REGISTERED DEPUTY BUILDING!SPEC►OR.APPRWED BY THE ABORTECT MO • RENFORCEC STEEL STALL COIFGMH 10 ROW A-6I5 OR A-706,GRACE 60. THE PROJECT SCOPE OF WORK THAT THE CONTRACTOR SHALL BE RESPONSIBLE FOR IS THIS DRAWING WAS PREPARED SOLELY FOR THE USE TIE(7EGINC AGENCY SHILL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK SEE THE PROJECT DEFINED BY RFP NO: OF VERIZON WIRELESS AND MUST ONLY BE USED BY 2015 INTERNATIONAL BUILDING CODE SPECIFICATIONS FOR FURRIER REQUIREMENTS. • WELDED ME FABRIC BAWL CONFORM 10 MIN A-165. REQUEST FOR PROPOSAL FOR VERSON WIRELESS EMPLOYEES,CONTRACTORS,AND WIND SPEED (ASCE 7-10) 110 AAPHI (ULTIMATE 3 SECOND GUST) AHD RNCLEIOES THE FOLLOWING ATTACHMENTS: VENDORS WHILE PERFORMING THE WORK SHOWN ON EXPOSURE B SPECIALIIISPECIIOIIS SIINL NOT BE REQUIRED RIEL1 THE WORK IS DONE ON MEET PREMISES OF A • DOWELS BETWEEN PECTINS AND WALLS OR COIJMNS SHILL BE THE SAME GRACE.SITE NO SPACIp THIS DRAWING.ANY OTHER USE OF THIS DRAWNG IS IMPORTANCE FACTOR 1.0 FABRICATOR PEPPERED NO APPROVED BY THE BUILDING°FRCIAL TO PERFORM SUCH WORK WITIOU T AS TIE VERTICAL REINFORCING ATTACHMENT A M/W/OV BE QUESTIONMARE. FORBIDDEN. RISK CATEGORY II SPECK INSPECTION. ATTACHMENT 8 PROPOSED AGREEMENT. • 3'CLEAR REINFORCEMENT TO EARTH. ATTACHMENT C OD PROPOSAL. COST BREAKDOWN. SOL ATTACHMENT 0 PROJECT MANUAL(COIISTRUCTION BRAVRNGS)• PR EKC NOO COAPACTOHI N, NO PER INSPECTIONS • Y CLEAR IEIFORCgEM EXTERIOR U.KO. ATTAGWER E OTHER RELATED RD DOCUMENTS. ATTACHMENT F VERIZON NETWORK P CCT A9 MS AND CLARIRG110N5. E MORRISON HERSHFIELD STE OAS: 0 SREIMJDIS.REINFORCING NO Ni.OTHER CONCRETE RELATED CONCRETE CONSTRUCTION REQUIRING MI OP9 SE N MECUM 0 INSPECTION. STEEL DECKING THE MP AND ALL ASSOCIATED ATTACHMENTS AND DOCUMENTS SHALL DEFINE'THECOMPLETE PROJECT SCOPE OF WORK.DOCUMENTS IS CONTRACTORBLE FOR 600 STEWART STREET,SUITE 200 SEATT WELDING COMPUMNCE WITH NTS ANDY RESPONSIBLE FO SHALL BE R AU.WORK. PHONE:206.268.7370 E,WA98101 SS A.1.305/ THOSE WELDS MD PROCEDURES REQUITING INSPECTION SEE S002 AU.DOCUMENTS INCLUDED WITHIN TIE PROJECT REQUEST FOR PROPOSAL ARE www.monisonhershfield.com Si =0.496g THOSE PRODUCTS NC ASBOWLES REQU PING!REFECTION SEE S002 • NOT APPLICABLE REQUIRED FOR THE COMPLETE PROJECT SCOPE OF WORK.TIE CONTRACTOR SHALL 6E Sns m DUMP RESPONSIBLE FOR ALL WORK(EQUIPMENT.MATERIAL INSTALLATION.TESTING' ETC.) DO NOT SCALE DRAWINGS. MUST DI.Q�6 • ALL PREPARED SOIL-BEARING SUMAC'S SFMLL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO INDICATED IN AU.DOCUMENTS.THE REP.ATTACHMENT A MA/DV/EC QUESTIONNAIRE. _ VERIFY ALL SDCALE DRAWSIONS AND ADVISE CONTRACTORCT MUST _.... PUXEMDIT OF MENTORERIG STEEL EXECUTED AGREEMENT(ATTACHMENT B PROPOSED AGREEMENT),ATTACHMENT C Bp NONOESIRIICINE INFECTION OF ALL WELDS,STOP AND fE1D.OF 71E MOMENT-RESISTING FRAMES PROPOSAL/COST BREAKDOWN.ATTACHMENT D PROJECT MANUAL(CONSTRUCTiON OF ANY ERRORS OR OMISSIONS.NO VPRISNAIL OR • AWL REF PROVIDED IN ACCOROAHCE WIN THE GOVER IIG CODE DRAWINGS).ATTACHMENT E OTHER RELATED BID DOCUMENTS.ATTACHMENT F VERIZON IIPLE E REDS TO WORKIORN SHALL BE NPLE MODIFICATIONS WITHOUTPRIOR WRITTEN APPROVAL A CLA CONCRETE(28 DAYS); THE OWNER,ARCHITECT,STIR U(TURAL EIGIEER.AND BURDIC OFFICIAL BAWL tE F ERIBSFOED WITH NETWORKMPLISTANDARDS AND PROJECT T AOOENDUMG NUM ERINGIPER DI ARE ALL PREVIOUS ISSUES OF THIS DRAWING ARE COMPLEMENTARY TO EACH OTHER.THE DRAWING NUMIBEBNG PER pSCPUNE LS NOT• SUPERCEDED BY THE LATEST REVISION. ALL FOOTINGS 4000 PSI COPIES OF AL TEST RESULTS. INTENDED TO IMPLY SEGREGATION OF SUB CONTRACTOR WOT CONTRACTOR SHALL DRAWINGS AND SPECIFICATIONS REMAIN THE ASSIGN ALL SUB CONTRACTOR WORK AND VERSON WILL NOT ACCEPT ANY CHANGE PROPERTY OF MORRISON HERSHFIELD ALL OTHER CONCRETE 4000 PSI ORDERS FOR INTERNAL CONTRACTOR WORK ASSIGNMENTS. CORPORATION. REINFORCING STEEL A615 GRADE 60 CONTRACTOR SHALL BE RESPONSIBLE FOR DISTR IBUTNG ALL.RFP DOCUMENTS TO THEIR DEFORMED BAR ANCHOR (DM) A496 CONCRETE SUB CONTRACTORS.ALL RFP DOCUMENTS ARE REQUIRED TO INDICATE THE PROJECT D WELDED WIRE FABRIC A185 SCOPE OF WORK.PARTIAL SUBCONTRACTOR DOCUMENT PACKAGES ARE HIGHLY • BUILDING CODE MUMMERS FOR REINFORCED CONCRETEACT318 MID AO 301.LATEST WOKDISCOURIYGED. • TYPE III PORRARD CEMENT MID 3/4'WIDMUN AGGREGATE . ABLE CONSTRUCTION AN Ni IC TERMS NCREF COMMENCED SWORDS.AFC UTIENTERSON MOM OF ONE MOTHER. ENTER REP AITACFRAFNTS AND THE TERNS NO COMMONS ARE COIMLMEXTARY OF ANOTHER. IN DE EVENT OF CANFUCT BETWEEN THE CONSTRUCTION DRAWINGS,REFERENCED STANDARDS.VERZON WIRELLSS • CONCRETE STRENGTHS SHALL BE VEINED BY 28-DAY MINDER TESTS MC WATER CEMENT RATIOS AS SIMONDS.GOER RFP ATTA INTENTS OR TERMS NO COMMONS,THE ARp6TECT/ENGINEER SHALL FOLDS: BE CONTACTED FOR FORMAL MERP(ET/910N OF 1TE REQIMAEENT. THE CONTRACTOR WILL BE OWED TO HIVE PROVIDED DE Mffi OEINLED AMC EORPENSVE INTERPRETATION OF THE REQUIREMQR. L J,I A• .CONCRETE 4,00D PS.0.48 WATER CODER ONO.1EL00 IDIOTIC BANS 3000 PSI ANY WORK INSTALLED PICONR.KT WITH THE ARCHITECT/DICIER INTERPRET/NON SHALL IN • WWI CONCRETE COVER-1 1/2'NTEICR,2'CTE TOR 3'EXTERIOR POURED NOM SOT. CORI4ECIED BY THE CONTACTOR AT HIS EXPENSE AND AT NO EXPENSE TO ONI4ER. — C m O FOUNDATIONS SLUMP-4' STRUCTURAL STEEL, MISC. METAL ASSIGMIOIT OF WOK: THE BERM THE OR MD TME ORNIP IS A S PRIME CONTRACT. THE CONTRACTOR IS RESPONSBIE FOR DE COMPLETE SCOPE OF WORK INCLUDING — m • AL REINFORCING BARS,ANCHOR BOLTS MO OILER CONCRETE INSERTS SHILL BE WELL SECURED N TIE COORDINATION OF SUBCONTRACTORS. THE CONSTRUCTION DOCUMENTS DO NOT OELISATE 8 m Q _ • PER WSIIL SITE INSPECTION SOL AT THIS SITE TS UICISTUREED MO ASSUMED TO 1 CAPABLE OF • 2010 SPECWIGOIONS FOR STEEL BLU MS NSC 360-10 CODE CC STNOAED PRACTICE ANC-303-10. BETWEEN SUBCONTRACTORS MO ANY INFERENCE TO ORISON OF WORK IS A SUGGESTION ONLY. SUSTANNG 2000 PSF BLARING CAPACITY.CONTRACTOR SWILL REPORT ANY VYIRAIK4E N ECO'OSED SAILS POSITION PRIOR CONCRETE. NETHER 71E OWNER NOR 114E ARCHITECT/ENGINEER WAL OFFER,AT ANY TIE.ANY OPTIONS OR 0 •N 0 Lu o • ALL CUBING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE APPROVED BY THE • ASTU AND REQUIRED ST ENGTHS OF TIE VARIOUS MENSES PROPOSED RESOLUTIONS CONCQdIIG ASSIGN ENT OF WORC TO SUBOOTRRACTORS. N THE EVENT OF LU . Z >2 PRIOR TO FORMING FDUIDAW06. • WISH FLOOR SUBCONTRACTOR BEFORE USE. MISSINGRp OR CONFUC SCOPE PROVIDED BY THE CONTRACTOR OR ANY OF THE SUBCONTRACTORS. I]cc Q <0) • AL RETAINING WALLS SILL AWE FREE CANNING OR GAMY BACKELL FULL HEIGHT OF WALL IHTE OF SEINES BSIX.SEEQEMCFS EY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK. 8 m I— Q ALL WALKWAYS AND OiHFR EXTERIOR SUBS ON CRICE,MAY NOT.BE SHOWN ON THE STRUCTURAL pU ANGES a GIANIELS I 3366 z= • FUNS SEE ORAL MD ARCHITECTURAL IXMNNCS FOR LOCATOR MD..caw.UNLESS SHOMG... MASONRY (BRICK) H moo pyg 46 ■_ a F =I— OTHERWISE. BOLTS• A325 -3/4'DIAMETER U.N.O. W • CONTRACTOR SHILL RIME FOR OE-WYIIERNG OF EXCAVATIONS ROY SURFACE WATER,GROUND • NOT E• WELDING-SIDS A29&AbOB-TYPE 8 -3/4'METER U.N.O. - C 0 W w �R U U orx ct WATER OR SEEPAGE •LLTHE STRUCTURAL STEEL FABRICATOR SAL FUR NISI SHOP DRAWINGS FOR REVEW BFFOITE FABRCAION. F4) w-D. w N W SE P FOR TIE DESIGN NC INSTALLATION OF ALL CRIBBING,SHEATHING MD • AL WELDS SHIAIL BE F GENERAL NOTES co D. > SHORING REQUIRED TO SAFELY RETAIN AL EARTH BMWS > LLI • CONNECTIONS SHALL BE METED BY THE EN DEEM OF RECORD Q • EXTERIOR STEEL,LINTELS MEMBERS,M O CONNECTIONS ARE REQUIRED TO BE HOT DIPPEDGALVANIZED. HERM• ORISON SHALL COMPLY WITH TIE 0001 PROJECT GENERAL NOTES AS F CONTAINEDw B.CONTRACTOR SHALL SUERS COORDINATION DRAWINGS FOR RENDS MD APPROVAL PRIOR TO COMMENCEMENT OFF WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLY NC ' "ON OF WORK W ANCHORAGE MASONRY (CONCRETE BLOCK) COLD FORMED STEEL COD ALL MASONS 0S AND TRADES INTO A SINGLE PAGE C.CONTRACTOR SRN.PROVIDE MAC BRICK MO SUPPORT OF ALL EQUIPMENT AND MATERIALS PROVDED.SEE SS SHEETS FOR DETAILS. • ALL ANDORS SHALL HIE A CURRENT ICC ES EVAIIATION REPORT • NO APRICABLE • COLD FORMED STEEL M L CONFORM TO THE FOLLONNG REOURECTIM AST-1103-2004 • ALL ANCHORS PER NOTES ON STRUCTURAL ORAMES. • 7YPE DF 1ffMMBER D.DO NOT SCALE ORAWNAS:THE N.MOTIF OR SHALL USE T TAME IF M ON THE DRAWLS A EY MID ACTUAL TO PR MEASUREMENT.IIITH NOTIFY 114E 14E PROJECT MANAGER F INIT DISCREPANOES ARE IPTION I DATE • NOTATIONS ON DRAWINGS RELATING TO EIPM6ION.SLEEVE,FLUSH OR A7FESRE ANCHORS MC OTHER FOUND PRIOR PROCEEDING WRH WORK. RAV ISSUED RFOR m%SIIBMRTAL 08292017 CONNECTING ODACES REFER TO CIRECRORS MANUFACTURED BY HALL • STUDS 6005162-54 A1003 50 KS-t6.ON CENTER E.IT IS THE CONTRACTORS RESPONSFAUTY TO LOST 114E SHE NO OVERTIRE TOE EYACT EXTENT SIDS AND JOISTS OF WORK.COORDINATES LION TEMPORARY TEMPORARY FACILITIES. B I RE-ISSUED FOR 90%SUBMITTAL 11222017 • TRACK,BRUME DC A1003 50 KSI NECESSARY TO COMPLETE THIS PROJECT AS INDICATED N THE CONTRACT c ;ISSUED FOR 100%EOSSUBMITTAL : 01.05.2018 CLOSURES Alp ACCESSORIES 0 I ISSUED FOR PERMIT i 02.072018 • • STUBS.JOISTS.TRACK.BROGYp.ENDOLOSIBES AND N SINLL BE GALVANIZED PER MO. • CODE THE CURRENT BUILDING CODE REQUIRED BY THE VERNON STANDARDS AS WELT.AS THE CODE N FORCE OF THE LOCAL JURISDICTION. • STEEL$RIBS AND JOISTS SHALL BE'C SAPPED WITH SIFFE D FLANGES.OF THE SIZE.GAUGE MID • A STATEMENT REGARDING THE PRECEDENCE OF NOTES.DETAILS MID SPECWIC TONS. E. 1 PROPERTIES SHORT O/DE STRUCTURAL ORURWS. • TRACK SHALL BE GMEMIEL SHAPED.MALTOING STUD MO JOIST GAUGE.BROfRC SHALL BE PROIDED • MANUFACTURED MATERIALS BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR RISE. NETWORK COMPLANCESUBMRTALS I DATE PER THE RECOAWACI ATI N OF THE MANUFACTURER. ALL S'TµUC(URA,SYSTEMS THAT ARE TO�'COMPOSED OF MANUFACTURED COMPONENTS TO BE PRELIMINARY • • TOP S18 TRACK-fElAO OF WNJ.(FRCS)FAST TOP CUPS NTH FIST CUP DEFLECTION SCREW- FEND ERECTED STALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE. 00%SUBKASSION • CLARK DIETRICH SET SCREW Alp CUT SITU TO ALLOW 1 1/E OF ROOF COMP Olt• • TIE CONTRACTOR HAS SOLE RESPONSIBILITY FOR TIE METHODS MD MEANS OF CONSTRUCTION;SITE 60%SUBMISSION • • WELDING.FABRICATION,ATTAOIEWS.ETC.SHALL BE INCCNFORIWICE WITH TIE PLANS MID SAFETY MO ALL TEMPORARY BRACING OR SHORING AS THE CONSTRUCTION MAY REQUIRE UNIT THE 90%SUBMISSION 11.222017 SPECFMAIONS.OR.F NOT SPEWED,WITH TIE RECOMBINING MC SPEC ICATIONS OFF THE BALDING WORK IS C 100%SUBMISSION I 01.052018 MNNEAC LIER. ORIGNAL ISSUE ISSUED FOR CONSTRUCTION - ISSUED FOR PERMIT 1 02.072018 RECORD SET(AS.BULTS) • • PROJECT NO: STAMP 7170182 8259 CAD DWG FIE: REGISTERED RCHITECT DESIGNED BY: FA DRAWN BY: LP CHECKED BY: RI. E R ., COPYRIGHT: 21511A.L2.01F18JAM1IB-0SUDN I .. .--- -•---'—. SHEET TITLE yrSTRUCTURAL / , GENERAL ��,. " NOTES `"'-�.„,,,,,,,,, SHEET NUMBER S001