|
-PLANS PREPARED FOR
<br /> GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS STRUCTURAL SPECIFICATIONS
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<br /> 1,INF LAILS!EDITION OF THE AMERICAN IRSIRUIE OF MCNOECIS DOCUMENT 21.THE CONIRACTOO SHAD PROYOE TEMPORARY WATER,POTTER AND WATER A GENERA. A GENERAL 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM TO ASTM
<br /> 9201'GENERAL CONDOMS or THE M!JIRACT FOR CONSTRUC710N'ARE I-ACIURES AS RCOUREV By THE PROPER!?OWNER,soon,AD THE City C-94.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN
<br /> OR f R1AVG AGENCY. 7, ALL PANT PRODUCT ISLES SHALL BE SHERWIN WIE AMS UNLESS 15395 SE 30711 PL
<br /> A201 GE E ALNESECO DOECJFIfATH AS IF ACTTi'FORLY REPRODUCED TEACH; 1. PRECEDENCE:UNlE55 pTHERWRa^E SHOWN pR SPECIFiEO.THE CONCRETE OATCIFINC ANO CONCRC7C PtACEAtEM UXlESS
<br /> 22.THE GOIERH CONTRACTOR 6 RESPOIANILE FOR HEDUTAM7 THE SPECNIGILLY TOTED OTHERWISE BY SPRINT. - FOLLOWING CENERAL NOTES SNARL APPLY.INFORMATION ON APPROVED BY A TREEING AGENCY, BELLEVUE,WASKIYGTON 96001
<br /> L 1N5 fACkM 6 M U OCCIP.ED PCS TELECOMMUHIcAT!ONS SUE AW ISTHESE ORAWRVGS SHALL HAVE THE FOLLOWING PRECEDENCE-
<br /> mann FACER ADA ACCESS AEQUINfJYRRS_ CONSTRUCTION LICONEXTS RD ousTRME THE AS-BURT CONCOTEN OF MF 2. CONTRACTOR STAT PREPARE ALL SURFACES AND APPLY ALL FINISHES
<br /> SOC.CIES SOMA BE DONE AFTER THE SITE HAS BEEN AWARDED Folk PER LATEST LDI71ON OF MON1ACTURER'S SPECIFICATIONS, B. SEORF,CAION AF AGORCGAlCS�CONCRET[SJAL NOT DE AISSON:O
<br /> RESP[CTON Pr TNI.NrsPQNsu F BUIIDAE AGENCY,ONE SET OE REDIJNED A ALL DIMEMSONS 70 TAKE PRECEDENCE DYER SCALE'SHOWN ON THROUGH RDNFORCMIC S7Ef7 (A`S RN WAEJ S,COLUMNS,CAISSON,
<br /> 3,POOR 10.109 5 SON OF 6105,THE CONTRACTORS CONTRACT
<br /> PA,N/0 SINE. DMWTNGS 51AU.DT.pRM✓AFD To 14 SRAM CDMSIRUCION MANAGER. PLANS,SECTIONS AHO DETAILS. --PLANS PREPARED BY:
<br /> visa THE J00 SITE NTN THE CANSTRUC110N ANO CONTRACT IN OJMENTS 70 3. COMPLY 11E-II MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING AND DROP CAPITALS)SO AS TO CAUSE SEGREGATION OF AGGREGATES,
<br /> [OCAIRM IMAT INE PROJECT CAN BC ACCOUNTED AS DESTINED NOON, USE.HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT THE FREE I N F I N I G Y8
<br /> AS MTJI AS 10 iATJEJARI2E tHEM9£LVES Wrt11 ALL nom COADIRON9 22 THE LATEST CDROM O'ALL PERMTED AND APPROVED PUNS PLWANMG sermon mem EWE FENWEEN COATS WEN PROV6ONS AS 8. NOTES ANO MALS ON DRAWINGS SHALL.TAKE PRECEDENCE UNCONFINED FALL OF CONCRETE SFNIA.NOT EXCEED 5 Ff.
<br /> Minim 714E PROPOSED PROJECT=LONG ODAOIDHDN,f1ECTPo0M- TO IH6 PROJECT SHALL RE OPTHI A PIAN BOX AND SH4L NOT BE USED RECOMMENDED BY MANUFACTURER FOR EXERTED WEATHER CONDNIONS, OPER GENERAL NOTES AND lYPL_AL DETAILS.
<br /> Ym41MICAL AND SIMMER.NSIMIAlpH6 PREM 70 H+ROCEEOTNC NEW BY WORKERS.ALL CONSTRUCTION SETS SOL REELECT THE SALE
<br /> CONSIRI2IIDM.SXDUID ANY ER1MIt5.ONSSOII,OR DISCTTEPANCIES DC R/FORLAOIN.ME CONTRACTOR SHALL ALSO UAPONN II GOOD CORREION, 4, EDON COLOR AND TEXTURE OF ALL PANTED SURFACES SHALT. C. MATERIAL NOTES ARV SPECIFICATIONS ON TNF.DRAWINGS SI ALL. 9. SPLICES OF REINFORCING STEEL SHALL Al LAPPED A OF MINIMUM Of DID
<br /> EDIIx),TXF GENERAL CONTRACTOR SHALL AW�VOELY NOTIFY IN WALING,. ONE COMPLETE SET OF PLANS WITH Alt RE ES ms,AOOQIDA ANO CHANGE MATCH EXCITING ADJACENT SURFACES LNLERS.OTHERWISE NOTED HAKE PRECEDENCE OVER OE 5PC[SFICA1N1N5. DIANDEFS AND SECURELY WIRED TOGETHER.SPL ICES OF ADJACENT FROM ZERO T O I N F I N I G Y
<br /> DE woe C011511RKCIIq/PANAMA ANO THE MCXOECI. ORDERS ON THE PREMISES AT ALL TIMES THESE ARE 70 BE OTHER THE BY SPRINT. REINFORCING BARS SHOT BE STAGGERED WHEREVER POSSOUE-.
<br /> CARE OF THE CONSTRUCTION SUPERINTENDENT_ the SOTUi Onf are endless
<br /> Ti.N 7!E DEW OF DICRD'AL'CES ROAR HESE DRAWINGS.THE CONTRACTOR 5./1L PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 2.OTHER TRADES!SEE THE ARCHITECTURAL DRAWINGS FOR ALL 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JDLSTS,BEAMS,ORDERS ALSO W,HIGGINS RD.UNITE DOD
<br /> MALLNTCWL7E THE MORE COSILY DR CODGER WORK N THE NO.UNLESS �• CORRACIOR SAL KLUGES'LLL RI1B65N AVIS WASTE IATERlLL5 ON SPRINT CORSTRLCTIDN LUNACER; LNMEMSONS NOT SHOWN. AND COLLINS STALL BE 10 FACE Of STIRRUPS DR THIS.UNLESS ROfFRAN ELATES,IL 601A9
<br /> A ONLY IASIS,EXCEPT FOR TINT SP[CIICG AS THE PROPERTY OF THE
<br /> 9410 14 ER DIRECTED OItEVERSE EW 6 A 1ISCRCPML1t EX6t5 BUILT/NC OR PROPERTY EWER AND SHALL EXERCISE STRICT CONTROLOTHERWISE NOTED,CONCRETE COVERAGE.FOR REINFORCING EARS TO PTTee.:t47.1.4*-ADAC I f t AIF-AEo-0fE1
<br /> AND AE MEET WN/HR AND ARCHITECT ME NOT NOTIFIED,THE OYER SITE CREAMS 1IWORE Mi C01R_TME TO AND FINAL MEM-UP
<br /> B, PREPARE PREVAUSLY PANTED SURFACE BY LIGiT SANDNO WITH 400 3. LITERAL TEIMS AND NOTES ON THTSF SHEETS SHAH APPLY TACE OF 3PR SHALL BE AS FOLLOWS: wow TI14901 Y-Aom
<br /> °Nor.CCNTBACIOR SHILL BE HELD TOMPOISBLE FOR ALL COSTS GMT SANDIAPLR ANO NON-HYDROCARBON WASH.PREPARE GALVANIZED UNLESS SPEC TCAUY SHOWN OR NOTED OTHERWISE,
<br /> 94111 FO 10 REPAIR OR CORRECT ALL PRG&E115 THAT RESULT- CLEAN
<br /> C04PlE7ON OF WORK-Al AREAS ME 10 BE REFI N A 680011 SURFACES 3Y ACID ETCH OR SOLVFM CYEM/NC IN ACCORDANCE WITH CONSTRUCTOR DETA4S NOT FULLY SHOWN OR NOTED SHALL BE. .DB TALLIER 49B-O3S
<br /> CLEAN CEMATI N Al THE ENO OF EACH DAY TORN AT A mom(CLEAN A.CONCRETE N CONTACT WON EARTH,UNFORMED 3'
<br /> CONDITION,FREE FROM PAW SPOTS,DUST OR STAJOCCS OF.ANY NATURE SOPS-SPI, SONAR TO DETAILS SHOWN FOR.SIMILAR CONDITIONS,.
<br /> 0.IRE'$GNAW.=SHALL NOT BE SCALED AS THESE°worms ARE RIMED D.CONCRETE IN CONTACT WITH EARTH,FORMED 2'
<br /> AT coma-nom OF WORK. -3!TEALK7:.
<br /> TO A FOR DMRIMILANC PMBCSM ONLY TIGUREO OWFRSONS KNEE 7. FUNIGH STROP CATHS,SR ELD5,MASKING AND OTHER PROTECTIAL 4.THORNS:R SWOT BE THE RESPONSIBILITY Of THE CONTRACTOR C.WALL;EXTERIOR FACE 1-1/2'
<br /> PREESOCJq OWN WAVING TELE ANO!RIAK DIAWNGS NAVE 2b.TIE GENERAL CONTRACTOR MUST PERFORM HOOKA DURING PROPERTY METHODS I?PREVENT SPRAY DR ROPPNGS 150M DALVICIJC ASJMENI TO WALL ALL TEMPORARY BRACING AND SHORING TO INSURE D.WALL,INTERIOR FACE 1'
<br /> ACEUO*EAO OVER SMALL SCALE DPAYMITS, muss
<br /> SHILL CHEEK THE
<br /> ACCURACY OF All DO!DISIDNS IN TIC MD,UAEss SPECIFICALLY NOIEO, MINER'S PREFERRED NOM TO MOD DSRUPROIT Of NORVAL-AC!RAN. SURFACES AND MUTES, THE SAFETY OF THE WORN UNTIL R IS COMPLETED. THIS INCLUDES E.STRUM/RAI.SLABS 3/4'
<br /> DO NOT fABRIOATR ANY MATERIALS.OR MGM I ANV NI CONSTRUCTION MNIE.THE UNDERPINNING EXISTING FOOTINGS WHERE APPl1CARLE. G.JOESTS BEARS,GIRDERS&COLUMNS 1-1/2" sma rtl n k
<br /> TOD ALV Of DRAWING[I►I[NSF)IIS HAS MIN EARTHED AGAINST MUM. 26, N.I.MORD AkZAL SHALL DE H01-UPPED CALVANQ[D. B. APPLY PAHO BY AIRLESS SPRAY,SANDING LOWLY A LY ENTERAL
<br /> FACTti;i/
<br /> SUCCEE7>NAC ENAMEL COAT ON OAT SURFACES.APPLY 1MIERIAL TO
<br /> FEID TJWCA6fOJ5. 97,SEAL.ALL PENETRATIONS 71R000H HNC-MILD MEET EM1N TEL L19tto OR ACIDM A$SATING RD THINNER NM THE DRY FRA THICKNESS
<br /> S.SART':THESE DRAWINGS REPRESENT THE Fl STRUCTURE.
<br /> DRE MARSHALL AIMROVED MATE/MLS R AND WHERE APPLIF.ABLE TO TMS INDICATED, UNLESS OTHERWISE INDICATED,THE`(:DO NOT INDICATE THE METHOD 11,PENETRATIONS AO SLEEVES OR CHASES SHALL BE PLACED TN
<br /> R TFCC CDNfRICIOR SWILL INCLUDE N HIS DR HER BID ALL COMPEER
<br /> , EACWtt NN PROEM SITE, OF�• BEAMS,SLA95,WALLS AND COLUMNS,EXCEPT THOSE SHOWN ON THE
<br /> COWMEN/.PS WOWEAPPURTD
<br /> AND Y ORME NE ORSOIYMING TO GdAPIgE TE PLANS,CONTRACTOR STALL OBWN PRIOR APPROVAL FOR
<br /> HARK AS RNOICATED OR WILED 6Y MESE DRAWINGS �.APPLY COCK LITE TO AGECONCRETEWIN BARES COMPLETE Y0II AND
<br /> W.PROWDE A 11DTRIA&E FIE EXIINCU!9KR WIRE A RATING OF NOT LESS iHUN ENSURE COMPLETE COVERAGE NOH PORES COMPLETELY RHl1E0. 0. WATERPROOF-NC;WATERPROOFING AFD MENACE DETAILS OR NSTALUTLINS OF ANY ADDITIONAL SLEEVES OR CHASES.ALL 11410 NE 122ND WAY STE 102
<br /> 7,CONTRACTOR SHALL 1OTIFY THE SPORT CONSTRUCTION IMERCER,THE 2-A OR 7'M000 WITHIN 75 FEET IRATI M AWR TO NL PORION5 Of SPEOFMATIONS MOWN N THESE DRAWINGS ARE FOR GENERAL PWMBINGT ELECTRICAL AND RIECHAMCAL OPENINGS SHALL BE KIRKLAND,,WASHINGTON 99034
<br /> PROPERTY LIMNER MD TIE ARCHITECT F ANF DOMES ARE COHNTEBED THE PROJECT AREA UNDER CONSTRUCTION, It CONTRECTOO SHALL CORRECT RUNS,SACS,ASSES AND OTHER BEFLL.!S NDORMAIIONAL PURPOSES ONLY,CONTRACTOR TO NOTIFY THE SLEEVES.COMING IS NOT ALLOWED UNLESS PRIOR APPROVAL.IS
<br /> WOMEN, UNSWABLE.ENSUE NOT WATERPROOF,OR NOT Tem INCUIDNC INADEQUATE COVERAGE AS.DIRECTED OE THE SPRINT. SNORT CONSTRUCTION MANAGER AND INE ARCHITECT TF ANY OBTAINED.FROM THE STRUCTURAL ENGINEER.
<br /> tUSTOWIiLY TRADE ARACFICE.R WORN 5 PERFORMED,R WILL DE -Z/.ELECTRICAL POWER SYSTEM SIIAl1.DE GROUNDED PER NEC ARTEALS 250 CONSTRUCTOR AYNAGER-WAWA"AS NECESSARY 10 ACHIEVE SURFACES NADEOLATE OR IMPROPER CONDITIONS,
<br /> ASSUMED TINT THERE LS NO OBJECRON 70 ANY DETAIL DCONIS ARE FIND 4.10, THAT ARE SMOOTL ENEMY COATED WITH UNFORM SHEEN ANO FREE 12. EMBEDDED OEMs CONDUIT PLACED IN A CONCRETE SUIS SHOAL, ENONEERNG LICENSE:
<br /> NTDWED 10 SHOW THE END RESULT Of THE DESIGN.MINOR 30.ALL NEW OPENINGS N ENE EXTERIOR(MOPE OF MOTIONED SPACES FROM RADIS YS. 8.STEEL
<br /> !400F1CATb6 MAY BE IEOURLD 70 SUP JOB CONDOMS.AND SHAM NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS
<br /> BE 4HCLLIDED AS PART OF 14 MORK, SEEN AS AT WALL AND ROOF PENETRATIONS SHALL HF CAMEO OR OF THE SAB,LANDAU SIM I NOT BE EMBER=W A SLAB THAT : H O.
<br /> SEALED 70 LMT INRLTRATION OF NR AND MOISTURE A PAINING S:APE i, ALL STRUCTURAL STEEL SECTIONS AND WELDED PATE MEMBERS `• p 7 "a
<br /> SHALL CONFORM TO!SBA A-36 AND BE FABRICATED IN
<br /> IS 14-35 THAN]-7/2'THICK,UNLESS STAB 6 TOGA I.Y THICKENED. "'•N L3 1 f'
<br /> L COSTSN ELNATONS AND LOCATIONS SHALL BE VERIFIED TTY THOS I ONIMUM CLEAR DISTANCE BETWEN COUND1ITS SHALL BE S0 NOTES. 'IY
<br /> Dompc 0P BEFORE IXNSTRLCRDN,1 THEY OFFER FROM THOSE SHOWN 31.UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTOR TIMMER I. PANT THE FIRT$TYING MAIERAS PNU-SYSTEMS P ECXED BELOW ACCORDANCE WITH THE SPEC/PICADORS OF THE.AMSC, L, I .�,.
<br /> ON HTE PENIS.D$CONTRACTOR SIIIAL NO10Y THE SPRINT CONSTRUCTION SNALI COW=A WALK-THOU WITH PROPERTY OWNER OR RFPY7f.5FNIAME W71H THE E(MI7RIC SYSTEM INOxJUED 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL,DENNIS, I©
<br /> MA1wXR MOO THE ARCHITECT SO THAT MODPCAI!ONS CAN OF PROPERTY OWNER- 2. Ali.BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS.ETC.,SHMI BE WELL SECURED W POSITION PRIOR TO `
<br /> 8E LADE BEFORE PROCEEDING WEIR RE mem PAINTING SCOPE NOTED ON PLANS.MN STRENGTH BOLTS SHALL CONFORM TO PLACING CONCIIITE.NO REPOSITIONING DURING CONCRETE POUR /' '� ,,1F L• .4-,
<br /> 32 THE MERMEN SHALL ISE RESPONSBIE FOR UNN6VNNG ALL SYSTEMtJ
<br /> 0.THE CONIRACI°R SHALL VERS''ALL TELEPHONE AI RAGA EONPMENT EOIIPMENT IN A CLCAV WOWING ORDEP UNTIL ACCEPTANCE OF THC &MACE 1040 PM111:0 YANt E WA ASM A-325 6 ALlOWE1D. 1 /S�' . , T
<br /> UNDOES.SPEcicAnON5.PCRFORUAMCE,INSTALLATION AND FINAL La:AMONS PROJECT IN SPRINT. DIF MMT x J �-\S.
<br /> WRH NOTRA SHALLcoNsTRUCRoN MANA^ER PROR.TO BEGUIlE MORD,THE ALI YIIWb+PA NNAPATsunee RAN THF RN 3. STEEL PIPE COLUMNS.SINN.. GRADE'B'CONFORMING 7D ASTM 14. CURING:SUBS AFTERSHFINISHINGI BE SPRAYEDCURING WITH A CURING COMPOUND + - `1,J -7�E+.�
<br /> CONIRACIOR SHALL BE.RESPONSOLE FOR COORORNINO ALL WORK WTH 37.INSTALL.Al)LOUT HENT AND NMARRAIS PER THE UTCST WENN OF ME real _,,, »...,^-_ ,T,__.:... x,. A53. IMMEDIATELY COMPOUNDS USED ON -:• f
<br /> ERICSSON ROOD SYSTEMS, MANUFASE SIl'S RLSTALLA1111 SPECIICAONS UAESS SMITE/MY GIFT 1a CONCRETE WHERE TILE OR FLOOR COVERING IS TO DE BONDED J ET R..:, y y} :R
<br /> 01HERR15[LAvrcJLTEO,DR WHERE LOCAL COOPS OR NEGTMIION THEE mlAcxElU Aro Aa%OGurEDrrAail+Et:CAN eAlO SU PLUM ATC PAW 4,STEEL TUBONC STALL BE GRADE'8"CONFORMING 70 ASTM A500. TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE 71Lf , ,, 44,1;`' CO'
<br /> To.AU 511L8015 Y ABRRENATONS USED ON NESE DRAWINGS ARE CONSIDERED PRECEDENCE CAPE corns ToRomo 10VTEW_EXPOsm •C: 1 Z
<br /> CORO*.NAT NNPPALATC OR FLOOR COVERING MANUFACTURER,KEEP SLAB Wil FOR 7 DAY 7 4.
<br /> CDNSTMICITON STANDARDS.E NI CONTRACTOR HAS OUCSTIONS REGARDING 1,5 I ,.. aFtlAL X S. ALL WELDING SHALL BE.DONE BY THE SHIELDED ARC METHOD- MINIMUM PER00. A X Y'A..R 'tom C
<br /> THEN E'IAC1 099411410.TXE SPRED1 CONSTRUCTION MANAGER AND THC tDWAGIP ALL WELDERS SHALL OE PROPERLY GUAUFIED AND BE PRE-APPROVED. 9CD• t1• I• n
<br /> ARCNIECI SHALL BE HOTTED EOR GARRFCATON REECRE THE CONTRACTOR STUCCO,£01119 E.,coN AtTtLoot Ak0i a t 1 ;_ ,,& 2u'
<br /> „P,,,. I,y X SURPLUS METAL SHOAL BE DRESSED DFF TO TO EVEN
<br /> 15. BEING I.ACCS:AU.CONCRETE SHALL BE VIBRATEDAS II IS Y V F 1-
<br /> tN10CLp6 WITH THE 1IORK. T.seOHr EE1w t ( H A ' '' '-,
<br /> a AMHAAL Asp .wc1IRIwN X SURFACES WHERE WELDS ARE NOT EXPOSED VIEW ALL WELDING BEING.PULED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. Co‘° i jP ,f
<br /> IL TIE CONTRACTOR SHALE OBTAIN AND PAT FOR AU PERMITS.LICENSES AND I' KAAN see 19 ALLSCP 9419119 SHALL COMPLY WON THE LATEST AWS, SPECIFICATIONS- 1) TIMBER 11 C
<br /> INSPECTIONS NECEEEARE:1 1F , SONS, 1N1°F°E WORK ANO M1 ip°E ROOFING&WATERPROOFING NOTES AO.E>; - ,, E11, " `, ``,. �I. '
<br /> 8, THE FOLLOWING WELDING EQUIPMENT MUST BE USED: I.ALL FRAMING LUMBER FOR 45 AND LARGER BEAUS SHALLLBE NO.1 �4
<br /> TL THE CONTRACTOR SHALL PROVOS CONDI/DOM SUPERVISION ANMD DIRECT ALL *VAL PgAS NO PETAL PPI ATANOgs x A 250 AMP WELDERS. GRADE DOJGLAS FM,545.UNLESS NOTED OTHERWISE ON TF1$ ,. A �S Y
<br /> WORK IBNR AM'SVRCOM RACTOR9 OR/DOM S ARE ONSITE,UWNG NK B.ROD OVENS- DRAWINGS. ' +t -�M(V 41
<br /> 1. CONIR ALAS SHALL CONTACT autos OWNER TO DETERMINE IF FIOOF S C. COoNG SYSTEM SPEOFTCADONS C,CINDERS- I iwA *A.
<br /> OR NEA W>:1 SXAJ.AND A17EHOOM THE CONIRACIOR Sw4l BE 110.D : ,�L
<br /> RESPONSIBLE EOR ALL CON51RUCiON MEANS METHODS,TECHNIQUES, ROOFING
<br /> NWORN MEETS CONTRACTOR RIALL GIN F ANY EXIT Off MO ALL.NEW Z ALL SEAMING AMBER FOR 2K RATERS AMH HERO SHALL B INGS ORAWHNGN
<br /> PROCCOMCS,ST.MJENCES,ANO COORDDA/WN OF AU PORITNS OF ENE NOOEPNG MARK HM D SPEC11 Truman'i OFT F3l6TNG ROOTING 1- ON AER I COATING(SERFS 866)8r OVER
<br /> DI VILLAINS CO,THIO 7. NO BUZZ 86X$5 SHALL BE USED. GRADE DO.UGIAS FIR 599,UNLESS NOTED OTHERWISE ON DRAWINGS ..
<br /> COTRACtSO WAiOAMYS SUCH THAT DE NTY S NOT MINE NNfAtJb AS A RESULT ITT PER IAT APPUCO W TWD COWS OVER DTM BONDING PPo.IfR
<br /> OF THIS MURK-F IT 6 OEIERMPKD MIT THE ARCHITECT'S DETAILING IS (efiest)- B. AL1 STRUCTURAL STEEL STOW..HAVE MEL CERTIHCATION,ANA. 3.STRIPPING,BLOCKING,BACKING AND OTHER NON-STRUCTURAL THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
<br /> NeEWA,EOR XIPRDPER OR IF ANY OTHER OGCREPANCY IS FOUND.MC
<br /> 99 MORkMW4AP THROUGHOUT SHALL IN OK THE BEST GLOM OF THE CONTRACTOR SWNA iMMEONTFYY ND1IY DE ARGFTFCT AHA THE SPRINT CERTIFICATION SHALL BE KEPT ON THE JOB 517E FOR EXAMINATION LUMBER SHILL BE NO,2 OR STD&BTR GRADE DOUGLAS FE,545. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
<br /> TROD[w OWED,AND SOU.PICT OR EXCEED THE FOLLOW=MNMUM PROJECT KVA=IN WRONG.114E CONTRACTOR WAIL BE MINUTELY HELD 2- ICOR ACRYLIC,10‘704 COATING EQUNALERT IDA WO(SERFS A-02) TRY THE DESIGN ENGINEER AND THE.CITY INSPECTOR, 2x4 STUD WAILS SILALL BE 0,F. STANDARD& BTR, REPRODUCED,DISSEMINATED OR REASTRTBUTED
<br /> REFERENCE SEAWARDS FOR OEALOY AND PROFESSIONAL CONSTRUCTION BY SHEIRWIN WILLIAMS CO.1 Am N OCTflfT PER APPELLEE WTO COATS
<br /> RESPONS¢i.E FOR cDAPLYING WIN THE ORIGAMI.ROOF IANJRACTURER'S WRMOUTTHEEXPRESSWRIITENCONSENTOF
<br /> PRACTICE: GOER SPECIFEi47ON5. SPIIXITETf.KKR, 9. ALL KION STRENGTH BORA SHMJ.HAVE MILL CERIN"ICA7IDN: Atl.BUMS.JOISTS AND RAFTERS SHWA BE INSTALLED METH CROWN SPRINT-.
<br /> me:TA mouNAL ROOT/.=cONTAAclNRS ASSOCATON D PANT&PRIMER MILL CERIPTCAT10N SHALL FIE Tort ON TEE 7011 SITE FOR SIDE VP.
<br /> O'1NRE RNIERKBKNYK CENTER I.CONTRACTOR SHALL USE MOMS IND UA 145115 smug TO MD EXMMNATIDN BY THE INSPECTOR.
<br /> 10255 W,P00911 ROAD.SUITE 600 COMPATIBLE Mn$DOTTING MATERAS A CONDOI015 FOR ROOF PAICHNG, 5.ROOF PLYWOOD SHALL MATCH EXSTNAG PLYWOOD SWATTING WITH A
<br /> R051140TF1 L 6571 5-5607 005 PEETRATOxS,ETC. ANIFAIRA5 10. STEEL THAT HND BEEN WEEDED,CUT OR SCRATCHED 1N THE 11ELD SPAN DOER RAID 32/16.EDGE NM.WN1H6d AT 6'O.C. UN9.E55 -REVIStOUS
<br /> PRIMER-KEN AOiA C6I-W527 SHALL BE TOUGHED UP WITH COED GALVANIZING PANT NOTED OTHERWISE ON PLANS.FGIELO NAIL WITH Eld AT 12"DC,
<br /> DESCRLPTTON DATE BY REV
<br /> SWACRN SNFL7 METAL AND AN OONDRpNXMG COArtRAO:1IR5 3,THE,LTME/RACTOR SHALL PROPERLY SU_AIL NEW ROM&BLIEDING TOPCOAT COROTNAN E N B65W200/860V22
<br /> NATIO AL ASSOCIATION
<br /> ENVELOPE PENL10410NS SUCH OM irll INTEGRITY 7N ORATOR
<br /> OR11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE. 0, PLNY000 SHEETS SHALL BE WD WITH 111E FACE CRAIN
<br /> 4201 LAFAYETTE CENTER ERNE
<br /> BUILDING ASSEMBLY AND All APPUCABIE WARRANTER ARE MNIINNCU, BTS CABIN[T HALF OF ALLOWABLE CODE STRESSES UNLESS MOTTO PERPNDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
<br /> CDWJTRLY.VA 20151-1210 PRICER-REM AQUA E61-0525
<br /> 4.F P IS DEEMED NEf1SSERY TO ROOK COSI=FOiSIES AIRN/OR TOPODO-COROTHANC II B65W200/900122 'TOLL STRESS'AT IND OF WELD SIMEOL UNLESS NOTED OTHERWISE ON THE PLANS
<br /> NLP NNlERNN1OWE NSTIWIE FOR LATH AND PLASTER LATERALS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOASIRLECING
<br /> 670 TRANSFER ROAD fMSHED AN?MATERMLS TO UKE-NEW COA11OIL CONTRACTOR DULL COAXIAL JUMPER CABLES C. CONCRETE 7.PUN/000 S7AU.BE GRADE MARKED BY OEPA,TECO,OR PR AND
<br /> St PAUL,MN 55114-1406 MAINTAIN THE 0111ON1L COLORS.ROMPED&MASHES UNLESS SPECFRGMLYAS REQUIRED FOR ADHESION,APPLY ONL CI KEN
<br /> SHALL CONFORM TO PS I-83.
<br /> P9511R_ IMo-
<br /> N01E0 RN THESE OWNMNGS OR APPROVED BY 71E smien[OHS7R11GIIOM NO!A WATER ROOMER PRATER E91W25 RCOLIC 7 7511 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE THE
<br /> 14.NUIP
<br /> SOA:1 ALL EQUIPMENT AND MOMS PER THE LATEST ETYMON or THE.
<br /> MANAGER IN ADVANCE 7DPCOr7-2 COATS COROTIWC U POLYURETHANE 865W2O0/B6162 FOLLOWING ULTIMATE COUPRFSSIYE STRENGTH AT AGF OF 26 DAYS: B. THE MAXIMUM MOISTURE CO/JIENT Of ALL LIMBER STALL NDE ISSUED FUR CONSTRUCTTON OSIDDIA BOR I
<br /> MAMFACTI.RER'S 1191 LO TAI SPECIFICATIONS ASCI MESS OTHERWISE INDICATED .EXCEED 2411 AT THE TIME OF INSTALLATION.
<br /> BY SPRINT.OR WHERE LOCAL COOED OR RECIAAtONS TAX£PRECEDENCE. 5,AT THE SPENT CORONER-Poo UANAGER'S DIRECTION,THE CONTRACTOR REVISED PER COMAIL'YTS MX UDR 2
<br /> SHALL ASMMID ES 1111 LE WNCXPADS M ALL NEW EpAPIIEIN MDAFOW.' RAW Sn1.- LOCAIFON STRENGTH Wt. SLUMP ADWXTURE
<br /> Ts,THE CONTRACTOR• IL VENN,COORDINATE,AHO PROVOS ALL NECESSARY 'W!WINS NM ES t161S ARO ALM''OWL CABLE RW'M.DNPROM?-KOA BOND HIS 8557/14.DEET ACRYLIC MIER D.MNAMUM NAILING.SHALL COMPLY Wilk TABLE 23-1-9 Df BUDDING REVISED CONDI4,
<br /> 0RMATION 03 /311 REM 1
<br /> BLOCKPC,BACKING,MOM,HANGERS DR 0111£8 SUPPORTS TOR AIL CONVCAIAKAL RODfIG,T/K WHIR PADS SHALL et Tem/HOARDS'IS 10PCOA.T 2 COWS CONOIIHNE P POLYURETHNDE GSSWZOC/BGD2 A SUB&FOOTING 3000po. 1SOpci 4" NONE. CODE AU.NAILS SIELL BE COMMON WIRE NAILS. ISSLIPAPOR CONSTRUCTION 0525.117 BOR 0
<br /> ROTS MUA/FACTURED 0Y ANC OR ECUN.ON SPECTER ROOTING SYSTEMS,SUCH /SSUBO POR RRVII'W .OAA!/IT SGO A
<br /> AS SINGLEMOA9RAIE ROOFING.THE WALK PADS SHOT BE AS 1101[0 ON EILLVAHfID METAL - 2.INSPECTOR CONCRETE WEIH SPECIFE17 STRENGTH GREATER TWAIN 10.N.L.BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS
<br /> 18 CNE CONTRACTOR AND ALL SUBCONTRACTORS awl_ONE ALL RESUMED PLANS OR AS RIMMED Of NOTES 1 9 2 150VE. ACO E CA WITH COMUERGAL ETCH OR VINEGAR PRIMER CON AND 2500pi1 51tµ1 BE COHINUOUSLY 1N5PECTED DURING PLACEMENT .AMD/OR NUTS WHERE N CONTACT WITH WOOD. rSTE NAN': T���+ ,L
<br /> COFSIRUC7mAND N NOTICES SCOWITH
<br /> L COMPLY ALL APPLCABLE LOCAL FAUN LLA
<br /> CAT(GATE HCH.SOLIDS OR OTTE PRIMER/FIUDI) BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY
<br /> COREGULATIONS.
<br /> EVER$1 1 MALL
<br /> DES.R GULATIONS.LAWS AMO ORDINANCES..AS DELL AS THE STATE APPROVED BY THE BUILDING DEPT. 11.1,10 110171 SHALL BE SCREWED INTO PLACE. DARN.NOT EN. LAG
<br /> DEPONENT OF NDUS1011 REMOTES RECAATKNS,ACLUDWC HUT NOT STAINLESS STEM- BOLTS SHALL BE INSTALLED IN PRE-OF/SLED HOLES WITH A
<br /> LIMIEO TO 11E ENGEM OT POMPANO/4N SAFETY ANO HEALTH(OSN). PRIMER-DUI WASH PRMER,B71YI 3. RESIN GRADES:REINFORCING STEEL SHALL BE CLEAN PREFORMED DIAMETER EQUAL TO 75X DIAMETER OF BOLT.
<br /> TT.THE CEWIRACILW SHALL PROTECT ALL PROPERTY FROM DAAIAOE THAT MAY TOPCOAT -2 GORES COROII4ANE I POLYURETINME B65W2D5/1160Y2 BARS CIBIFORLGNG 10 ASIA AS15 AS 10130115: SPRINT SETE4:.
<br /> 12.CONNECTORS:ALL SHEET METAL FRAMER°CONNECTORS SHOWN IN
<br /> OCCUR PANG CDNSBroCION Off DAMAGE TO MEW MO EXISTING PRE-PRO/CD STEEL THE RAFTS SHALL BE STRONG CONNECTORS A.S MANUFACTURED BY
<br /> EN5/E5 LOA'STRUCTON,STRUCTURE,IANOSRIPNC,OROS.STAIRS.OR /4 &WALLEYR BARS.,.............TR40E 40 SE03XC800
<br /> TOUCH LEP ANY RUST OR UN-POSED STEELEN N
<br /> EDRhEME ETC.SHALL BE+vL1EpV11LLv MADRID OR REPLACED TO THE WKEBOW HIS. THE SAMSON COMPANY,SMOTE/TONS LAY BE RADE WHEN
<br /> SSOWZ4 /5 &LARGER BARS GRADE 5D
<br /> SAl15rACHGM DF SPAM AIU THC PROPERTY OWNER'S REPRMENTAIAE•Al APPROVED BY THE STRUCTURAL ENGINEER.
<br /> EXPENSE OF THE CONTRACTOR ALL BUS AT CAISSON FOOTNC_CRATIE ISD
<br /> ALUMINUM&COPPER 13.ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY RITE ADDRESS:
<br /> 10.THE CONTRACTORL.SIABE RESPONSELE FOR MD SI1ALL REPLACE OR POLER-DM WASTE PRMU
<br /> WA5ER,BF 4, CEMENT:FOUNDATIONS&SBS:TYPE V.LOW ALKALI, OR CONCRETE SHALL BE WOLAAMZED PRESSURE TREATED LOANER
<br /> REMEDY.ANT FAULTY,IMPROPER,OR INFERIOR MATERIALS OR TOPCOAT-2 COATS COROTNAMF A POLYURETHANE B65W200/BSOY1 CONFORMING TO ASTM C-•150. OR A WITURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR
<br /> TilHP OR ANY RAVAGE WT00M SHALL APPEAR WITHIN TTAR PEER/CAISSON FOOTINGS;TYPE V.LOW AJAU,CONFORMING CEDAR.
<br /> 9610 19TH AVE SE
<br /> AFTER ITE MIMPLETAM
<br /> ON O ACCEPTANCE OF THE WORK In SPRIG CONCRETE MASONRY TO ASTM 0-150^ EVERETT,WA 98208
<br /> LATTER NG CONTRACT. PAVER-PRO MAR EXTERIOR BLOCK FELLER 14.ALASKAN'FELLOW CEDAR CLUE-LAMINATED BEAMS
<br /> TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN r0 MATCH 5, AGGREGATE:USED IN THE CONCRETE SHALL CONFORM TO ASTM
<br /> 19.IT SHOAL BE 116-RESPONSHB!JIY Of THE COWAN CONTRACTOR TO C-33,USE ONLY ALGAEQUES KNOWN NOT CO CAUSE EXCESSIVE A LUMBER.SPECIES:RUSTON YELLOW CEDAR(AC.)CONFORMING
<br /> _ -SI IEET DESCRIPTION:.
<br /> PROTECTTSTIG ANO LOCATE.OR CESS OF
<br /> HOER OE NOT W N LOCATE,ALL CONCRETE COAT SRRXO(EH SHRINKAGE.THE UDIANG SIZE ACCRElJ1TE IN CONCRETE WORK TO STRENGTH
<br /> 2
<br /> COTKC MHLB I.SEAR AU. OP WHETHER OR NOT EIR ORHEREINPLA INC 2 CENTS A-1110 LATEX N04155 4 TRI11,SHEEN TO AITCH SNAIL BE INC FOUIWRNG: B, FD BOTTOM FIBER BENDING NG STRESS 2000p'I MIN,
<br /> (:OHI7IACTOF SAIL BEAR N1 EXPENSES iOR.THE REPAIR OR REPLACEMENT
<br /> 01 UTILITIES DR OTHER PROPERTY RDWACED IN COMNNCTION TON IHL. STUCCOFb TOP FIBER BENDING STRESS 10009W MN.
<br /> EDICCUIION DE wow. PRAISER-PRO MNL MASOM0'CONDIIONER 8-4E-W21000 A.FOIxNDA7ON5&SUBS G"DR LESS, 5/4"GRAVEL Fo SHEAR STRESS'Sops;MN. SPECIFICATIONS&NOTES
<br /> 90.THE CONTRACTOR SHALL BE RESPONSIBLE EOR TIE COMPLETE SECUKIIY TOPCOAT-SUPERMEN A-B0 SERIES A-BD SATIN A-84 GLOSS 0,PER/CAISSON Fl17TNCs 1"GRAVEL FG COMPRESSION STRESS PERPENDICULAR TO GRAN 5609.51 441N.
<br /> OF RE PROJECT SRC TOME NE.100 IS IN PROGRESS Alio UNIHL mL O. WATEEO SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT I MOCULUS ELASTTCITY 1 4D016 MIN.
<br /> JOB IS COMPLETED AND ACCEPTED BY SPRF1, 71000 WA CA)ACIDS,ALKALIS, AN MFREELFP5 AND LSETEI BE SUITABLE MUNT. C.CAMBER 70.RADIUS OF 16(11'LEON, SHEET KJMOER'.
<br /> PAOLEfi A-IDD EXTERIOR ALKYD 90000 PRIMER Y-24W20 OFFOR CUMIN CONSUMPTION. 0;ALL CAB'S SHALL BE FA R.CATEO WITH EXTERIOR CLUE.
<br /> TOPCOST-2 COATS A-106-LATEX HOUSE&TRIM SHEEN TO E.MANUFACTURE OF CIB'S SHALL CONFORM TO THE VBG.
<br /> MATCH ANACENO SURFACES
<br /> E.CLU-LAV MATERIAL SHALL BE IN ACCORDANCE WITH ANSL/ARC T '/�/
<br /> 5190.1 AND ASTM 03737. 1 -G
<br />
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