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<br /> GENERAL NOTE I O STEEL WELDING
<br /> ASiN A106 GFAUL BU yy E0,65�w1)FOR 2, ETRLCIUBl 1 IS TO BE
<br /> THE FOLLOWING NOTES APPLY V"-E53 NOTED OTXERNI9E- HE CE FOLLOW PROEDUES M AN51/NYS D1.1-g2,"STRUCTURk NEEDING CODE- a
<br /> ASTY'S NOTED ARE TO E LATEST EDITION 9.1 OR M.5.
<br /> W NOTUHELDDSOFEEIKO`RRCIUTC°ROGIFETTEMPPEE`R URE IS BELOW 3f DEGREES/
<br /> I, ESCRIPiION FAXRENXEIT, MAINTAIN a MINIMUM PREHEAT AND INTMPAR TEMPERATURE DE 50 DECREES
<br /> Wilding Naw 8 Site UP...ion-Nod IBM CM 2091tYY CD h•ONG Wetmore Ave FAMRENIEIT FOR M.T THROUGH NO.11 BMS. W HOT WELD WITHIN J-INCK5 OF BEARS,
<br /> Ewrslt WA gB20] LET BARS COOL MAN ALLY TO AMBIENT TEMPERATURE AFTER WELDING: DO NOT OUENCH.
<br /> McIel Bul ltl I?9uppllar'e NmW-Metallic Builtllrq Cwp...OF.w.M.T% USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER COX. SUBMIT HILL
<br /> BVI IOInp D.FL,CMtpIt-W.III—Mlll.r(125)2111-6010 CERTIFICATES. G
<br /> 2. DESIGN COX AND STANDARDS STRUCTURAL 8TElL AND Y18CELLNFOW STm Y1
<br /> Wllh ica6lCI 1,o�matttM'/NWAMnts SRW InternallMpl Wilding Code(IBC) A 8.q'A!ERECTION OF TELA€FOB DINGS',AND T�ESO7°F"SiAMMDATIM AND
<br /> PFACTIE". SIRUCTAl STEEL SHALL CONFORM r0 TIE FOLLOWING STANDARDS:
<br /> 3, DESIGN LOADS CHARNEL EWES AND PLATES AST.A-35 IFy.b,000 FSO
<br /> A"ON BOLTS 6 ALL-THREW MTH F-ISSA,GRN£]B (yb,000 PSI) 2
<br /> EI.Roof Llve LOGe yes enw Iwtl PROM OE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NDTW ON IXIAWINGS. NL XCLDING 3
<br /> .fines Leed Beelo rwP eror lope-25 paf TO WNFptY WITH AN5 01.1'GOOF FOR WELDING IN BUILDING CONSTRUCTION'. MELDS
<br /> Impertawe fwtM-I.ID,w rs factor-I.0 NOT SPECIFIED SHALL BE 1/e',COST 114'OUs FILLET MINIMM. ALL WELDS BY CERTIFIED
<br /> D'14L1nnpp IB ropulrod In lM 0w1Gn. WELDERS. USE FRESH 10X.ELCCTIDECES FOR MANUAL SHIELDED METAL-MC WO,DIM OR
<br /> o.Sel emle 4 t.281C 51•O.A31.IE 1.1fi.ggnSni to CIOs'C',SDS EQUAL ELECTPODES.
<br /> d'Isslemi ellMs°oTpbip II!�tice9tl-[I EMR w D Py RJ}BRED M[TAL BUY.DINO BVBTEY
<br /> Rwl•tingysryStt-(.)•Crdinor Steel Hamm Rowe 5�)
<br /> E9 wi lent Iat:,ellWxwtrV1_tauBrwsd h:,. To CARRYALANDDILSTIT SMIE VERTICALB'AO LST
<br /> EDP ROWOS i0 THEEFFO ION CRs
<br /> Meeh,A"ll TlOtlX,unit load"ore!Rube pinked up PIRPETUISITE TO FNWYIWTION;
<br /> al IN.pall!oP!ha units 5 transferred Into the H N.B.S.15 T°PRO VIDE THE FOUNDATION ENGINEER A LAYOUT MMING SHOWING
<br /> Iat r*' Yslen. pppp a CONEWARO,UPLIFT AND LATERAL LADS USING CODE REQUIRED LOW
<br /> SPIN—d ofntteell truseb D SIN.etriHE
<br /> rlk eylrtlen M CCAAn ING O!M'YTFOOTI G,NNGODERTTO ADJUSOINS AT T FOOTINT 3 G SIZESS IFFRIM
<br /> HECESSMY T°
<br /> ntr'"IF y P WGVWODATC THE ACTUAL BUILDING LGADS.
<br /> d.Wlmd Load Bodo rind geed IS(mpH), COONDIMTION:
<br /> CAPwure C.
<br /> THE METAL BUILDING SUPPLIER IS TO PROVIDE ROOF FERM1NG PLANS FOR BUILDING
<br /> IMwtpncs FOR—1,15. OEPMTNENT REVIEW THAT CLEARLY SHOW WHICH JOISTS SUPPORT 3'AND LARGER T
<br /> f.Dead IoaOa YNight N eI/'uctMs, SPRINKLER LINES,MECXANI WL UNITS,DRAFT CURTAINS AND OTHER CONCOITMRD
<br /> g.Swcicl Lpede TM 11111.H0 epra[a]Iwd•Ore to b OMeltlend: LOWS. TIE LOCATIONS OF TIESE LOAGS ARE TO BE COUOIHAIED WITH THE c3
<br /> g—gpPHIV oR.lpwnt M-1. OEKRAL AND SPRINKLER CONTRACTORS PRIM TO SUBMITTAL. NO CHANCES FROM THE W 1
<br /> ST
<br /> N.Load Combinal lora AlllGe.rr:igqnJJl�ed iwd CanbinOti6w ors to It,uwd In ENGIWER.`TUR EE THEAA CHERE WLTS ARE DND OCCUR NRMAI NG S2T1EN APPROVAL FROM THE f
<br /> Lhe building tlwlgn. FINAL
<br /> INSPECTION T6
<br /> DOEIPn re..tloro frw IN.•.lead carblwLlMa en to TIE N.B.S.ENGINEER,OR HIS REEPERE TATIVE I6 TO W A FINAL INSPECTION OF
<br /> DB yAwn to the'OUMotIM Mgiroar. THEIR STRUCTURE,THE INSPECTION IS TO INCLUDE VERIFICATION THAT THE
<br /> I.Lateral bul lWln9 MIP!g!gll Pointe Is to M Ilml t.tl to vOlws M plane. WRHIM EN LINES.
<br /> BEENUPLACED`PER THECOW WTT D�INSoANI THAT THE
<br /> OBRA STANDARDS NOERS,PLATFOPoAS AND LATERAL BRACES HAVE BEEN INSTALLED TO PROPERLY
<br /> �TLTI SHALL E^PM510.E FOR ALL PROVISIONS OF THE CUPEM RESOLVE ALL THE VERTICAL AM EATERY-FpfCE3 WITHOUT OVERSTRESSING THE MAIIYIWA SMCIHO! VA.}•30R-CUT JON1
<br /> OSHA STANDARDS. THE OE CO,N OR MALL REVIEW THEE STRUCTURAL MAWIN°S STRUCTURE. IODAIEN FSR FM. i"e A J'-0'PVIN BM 0 3A'o/F
<br /> PGR ANY NONCOMPLIANCE WITH OSHA S7MDURDS,TARING INTO ACCOUNT THE GENERA. VERIFICATION: PLM CCU ONE EHO r/o PURE
<br /> CONTRACTOR'S MEMS AND NETHOCS. HE GEIGUL CONTRACTOR SMALL[WORM THE WHEN TK WILDING HAS WEEN COMPLETED,INCLLDINC ANY NECESSARY FI>ES.THE GgOON ENRK BM PUDE 0.AM
<br /> PENCRIOR i0 CDrvSTRUNONC°MPLiHE`GEHERALECCNTRRPCTCRMIS iOTAOLEYFSEISONM5IBLEFOR NEMS SIMCE TRUCEURE AS-BUILWILL PRE) TR A IR OETTER RRAWIFoSING—ASE EIR UNDER WHICH THE SW ROI PI.W BARO SUB WID DEPTH
<br /> AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PRWECT. BUILDING WAS CONSTAUlIlC AND ALL EXTRA qEW IREMENTS INDIGATED ON THE
<br /> CONTRACT DRNYIN05." E M.B.S.TO ACCOUNT IN THEIR DISIGH FOR THE
<br /> FOUNDATION A BLABS oWOPTIM SETTLEENiS PND DIFRRENT IAL EiiLENENTS INDIWTEO IN TI[SOILS
<br /> U UAW DESIGNED WITH M ALLOWABLE SOIL BEARING CAPACITY OF AOOW3F, REPORT. r o P
<br /> IN ACCORDANCE WITH SOILS REPORT ND.2053 DATED MARCH 7,2006 PREPARED BY
<br /> EORMNICPL,INC,OF WOODINVILLE.A. THE SITE 5HAL E PREPARE° MW
<br /> INBPECTIONB •= gp• XqD t' •• gQ
<br /> PER S01 LS ENGINEER COMMENDATIONS.ALL FOOTINGS AND SLABS SHALL BEM SOLELY ON TI SAC'Of�SHE ME INDICATED MOVE MD Mf TO E BY MF---
<br /> MATERIAL
<br /> o;'Av eeae;a
<br /> MATERIAL REPAIR PER SOILS REPORT.ILL ENGINEERED FILL AND BACI6ILL i0 E INDEPENXNT TESTING LAB APPROVED PRIOR T°STARTING CONSTRUCTION BY THE BUILOING -ylI
<br /> COMPACTED
<br /> PER SOILS EXG NEER RECOMAEWATI°NS,THE NMINM DENSITY SHALL E DEPT.AND TME ARCHITECT. INSPECT ILL SPP WELDING URLE55 THE SHOP IB ERTIFIED fTLil-DIY
<br /> DEXHIMINED BY 501 LS ENGINEER, ALL EXTERIOR FOOTINGS TO BE FIRE 10'HIM. BY THE LCCAL BUILDING DEPARTMENT. 1. E ARCA DTIS.FOR 9PECIIL JOIN AMEX.
<br /> BELOW FINAL GRACE. A COEFFICIENT OF FRICTION OF 0.46 BELOW ED TINS AND FOUNDATION. SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE 2 SOIL SVBGPACE PER SDLS REPOM.
<br /> PASSIVE RESISTANCE°F 255 PCF, FOR CANTILEVERED BETA]MING WALLS WIN LEVEL COMPACTION TESTS AS NOTED ABOVE.
<br /> BACK FILL VE AN ACTIVE PRESSURE OF b PLT(USE NON-EXl--GRMLLM BACK CONCRETE: TAKE CO REX CTL I NDERS AS REQUIRED,VERIFY SLUMP AND
<br /> FILL PER SOILS REPORT)AND A 250 PSI BUYCHARE MERE TRUCK TRAFFIC CM OCCUR, CTRENSTX. SPECIAL INSPECTION IS KW IFED DURING THE THING
<br /> SSIDEWWAAL`K AND INTERIOGREOW FOR 9UB WALLAS ON GRAM UNDEPLAYM BEAR ON WILS PHIPMED PERALAND EXTERIOR
<br /> APPROVED BY REIWORCINGI ERIFYTALLE�KOKINGP ISCPLACEED OF AINN WLL ORDAKE WNFORCED IN THESE
<br /> SOILS ENGINEER AND HAVE M ALLOWABLE SEEMING CAPACITY OF AT LEAST 500 PSE. ORARIHOS. HECK FDR REWIRED COVER,SIZE,SPACING,LM AND SHRINKAGE JOINT (S.J.)
<br /> QXAE. 5PECIAL INSPECTION IS REQUIRED WRING TK PLACING
<br /> or REI lfORCINO STEEL. }'•V-O.
<br /> F�IZ00 W U DAYS 5-1/2 SACHS MINIMUM MEW PER CUBIC YARD FOR ALL CONCRETE ANCHORS ALL FIELD INSTALLATION M ON RETE MCHMS A MDIOR BOLTS MUN SFN;NO t y
<br /> ON
<br /> 0.AB3. 5 ANCHOR BOLTS: ME TO E IN ACCORDANCE WITH COX APPROVAL AND REQUIRE d A 3'-0'PRIOR BAR 0 2A'e/e
<br /> •J000 PSI.0 2B DAYS 5-1M$ADK$MINIMUM CEMENT PER CUBIC YARD FOR AL SPECIAL INSPECTION. (CONCRETE MCYI0115 INCLIIOE DRILLER IN TION PER PON' IiUR ME ENO Aa"E d
<br /> IN R. ANCHORS 6 EPDXY ANOMERS IF SHOWN ON THEE DRAWINGS). IMME IGNORE
<br /> BAR PULE RNN
<br /> ISE TYPE I COMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY E REWIRED. MELDING: SPECIAL INSPECTION IS REQUIRED WRING ALL STRUCTURAL. SLAC FEW FLM BIR 0 SUB MID OEPM
<br /> SUBMIT FOR APPROVAL. ULTIMATE STRENGTH XSION METHOD USW. IXIW MD PLACING WELDING.INSPECT ALL FICLD WELDING-VERIFY CERTIF-1011
<br /> AL
<br /> OR L CONCRETE IRO SELECTION of MATERIALS SMWLL BE IN PCCORDANX WITH THE ACI OF W MRS. CONTRACTOR SMALL PAT FOR REKLOING AND
<br /> FADE 310,PROPORTIONING E AGGREGATE TO CEMENT SMALL BE SUCH AS TO PRODUCE A REINSPECTION XLL AWELDS HOT MEETING SPECS. INSPECTOR
<br /> DENSE WORKABLE MIX WITH A•MMIWM WUWP(LW-ESUPERPLASTICIZER3 ME SHA-U.SHNNOTIFY STRURN,LCTENGINEER 7 WE
<br /> LDS NOT MEETING _
<br /> CAME CH CAN BE RAGED WITHOUT EOREGATIOH O7 SS EXCESS FRE SURFACE WATER, .MINIM SPECS.
<br /> WATER/CEMENT RATED•O.W.3/A•CHAMFER ALL EXPMEO EONEE.UNLES IMICARD PRE-ENGIEEEG ENGINEER FOR H.B.S.OR MIS REPRESENTATIVE TO INSPECT •• aQ - GtR 11AN •.SQ
<br /> OTNERWI6E ON ARCHITECTURAL.DRARINS. WATER WRING SHALL BE USED, AIR ENTRAIN BUILDING SYSTEM: INISXEO BUILDING MD PROVIDE A LETTER TO THE OWNER AND r`
<br /> ALL HORIZONTAL CONCRETE ElPOEC TO WUTMGI WITH J%TO BX AIR BY VOLUME. LIMIT BU ILDINO NPI,CERTIFYING THAT THE BUILDING AS CONSTRUCTED V
<br /> WATER CEMENT EMITTED TO 0.45 AND UE TYNE V CEMENT WHERE SOILS"WATER SOLUBLE MEETS CATH THE CONTRACT WARINESS AND BUILDING GONE
<br /> SULFATE EXCEEDS 0.20 PERCENT BT ENT ADD NO WATER TO CONCRETE AT SITE. IF TFSUCTURAL REWIREMOITS. LETTER TO BE STARED A SIGNED BY EE MCN.NLS.FOR SPWUL JOUR RNSN.
<br /> ]IM EASED NORKABILITY 13 RfWIWW,CONTRACTOR IS TO SUBMIT A MIX OE910N THAT HE ENGINEER THAT STAWFD M.B.S.DRARIMS. 2. SOL SUBCMOE PER SOILS KPoRT.
<br /> WILL ALLOW THE ADDITIM OF A FIXED MWNi WATER REDUCING AGENT OR A FIRED
<br /> MIGHT OF SUPER-PLASTICIZER AT THE CONCRETE PLArt. WE WEER IS TO SE FOLLOWED S}}DP DRAWIND8
<br /> FOR COLD WEATHER CONCRETING. THE TESTING LM MIST APPROVE THE CONTRACTORS SUIMlIT3-SETS-7 PRINT5 OF SHOP MEANINGS TO ENGINEER FOR REVIEW AFTER
<br /> MET XOO OF COWL)ANCE AND RRTI FY THEIR APPROVAL WITH EACH CONCRETE TEST CONTRACTOR HAS REVIEWED A STAMPED FOR CWPLIANC AND PRIOR TD FABRICATION FOR:
<br /> CYLINDER THEY CAST. TESTING LAB TO HOT THE ENGINEER IMMEDIATELY BY PHONE OF ISCELLMEDUS STEL AND REINFORCING STEEL. MGN SIXP DRAWING SUPPLIER MANES A CONSTRUCTION JOIN T (C.J.) M
<br /> MY NONCOMPLIANCE, CHANCE IRON THESE ORAWINGS IT 15 TO BE CLEARLY FLAME AND CLONED.CHAINS HOT N O
<br /> LAGGED MD CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING
<br /> 8AW CUT SNRNKAOE JOINTS ES.JJ CONTENTED DN IN THE SHOP DRAPING REVIEW PROCESS. THE SUPPLIER OF THE ITEM f I'-0' W
<br /> TWEED 150 PSI i0 B00 PSI.NORMALLY N AIN N RHE HANGS SHALL BE ESPONCIELE FOR CHANGING THE ITEM BACK TO AGREE !a F 000
<br /> FRAC 0 TO 2 HOURS AFTER FINAL SLUR FINISH. WITH THESE MARING3 AT N'0 COST TO THE DARER AT THE ENGINEERS MTICN.-SHOP MANINW SPACING ER W
<br /> A 1.AMFONN SAW CUTTING USING A WORKMAN TRAINED OR APPROVED BY SAW DRAWINGS ARE AN ERECTION AID.AND STRNTURAL ORMINGS STALL TME PRECEDENT C—
<br /> .—
<br /> VER LOCATION PER EON.PLED
<br /> ANIFACTURER. E SHOP DRAWINGS... may. U4E P.NA LOJO PU1E BAtiET
<br /> 2.UME SAW-CVIS IN SLABS AT THE SAME RATE M ME SAB ROBING AND FINISHING I/.A}"sXEE UT JOUR I •j•A 12'0 2Ab/a BISIQT Do Wa'
<br /> OR EMT IMS. IF A SINGLE POWER SAW UNIT CANNOT WT AT DE SME RATE AS SPECIAL CONDITIONS `may y,M,�� G 15
<br /> SIMILPLACINTANDECEE0.TKRATIMS,i EN HAVE RERE THAN ONE SAW GPMATIND SHORING MD B�ARACING OF ALL LSTRUGTUMMLSMEMER$dJIN THE RIH°ACONsinNrlML WHO°1pEonrRAcrM �' �0"WD (J^ .0
<br /> B.PROVIDE CVIS WITH CLEAN.STRAIGHT,UN-CHIPPED EDGES. VACUUM OR LIGHTLY SHALL NO111Y ENGINEER OF Al FIELD CHANGES PRIM TO INSTALUTMN. OF.
<br /> BASER DRY POWDER AS SOON AS CUT IBM— BEFORE STARTING SAB CURE C
<br /> C.
<br /> USE-51OF-OUT 401NT POTECTMS'AT INXiECT ION 6 CUTS TO MAINTAIN CREMEEN WqT�TO ME WICAL AIS)iL[CTRICAL TRAD[S
<br /> UNTIL JOINT PILLAR IS APPLIED, EDPTaA�TOFSX SAI LMS WOMI X M ALL e W �W
<br /> D.COLO WEATHER CplCKIE PLICEWNTS RAY EXTEND TIME INITIAL START OF STWO(AE HANGERS SUPPORTING MY MECHANICAL.ELECTRICAL,RUMBING OR SPRINKLER LOAM IN •e aQ HON 1' .e^e.1Q O U OYC
<br /> JOINT CUTTING. TO ENSURE DESIRED PERFORMANCE,MME A TEST CUT OF TIO(2)TO EXCESS E SO POUNDS. MY WIDE MOUNTED EQUIPMENT SHALL BE INCLEED IN THEEMAX.
<br /> 51%(0)LINEAL FEET AT PRMER DEPTH. IF ESIKD RESULTS ARE ACHICVED, PLANS AIM SHALL SWR LOADS AND LOCATIONS. THESE SXALL BE SUBMITTED TO THE uU��1I6y�6yTT•BE��AII CUR �R� T Z Lal
<br /> COW
<br /> IME TO COMPLETE BALANCE Or CUTS AT CONTROL JOIN LOCATIONS. RCL OEio DEPARTMENT ROTE REVIEW PRIDR TO INSTALLATION M MY OF TX13 EW IWGIT. W
<br /> E.SAWBLAE Ila 5X10-PLATE REPLACEMENTS:LIMIT A SAM0.00E TD 500 LINEA FEET OF JL5 OF I IECTIMS TO THE STRUCTURE FOR EQUIPMENT SMALL BE BY THE
<br /> CUT,W.ES DIRECT OBSERVATION OF WPIC IN PRONES ASSURES Wi EDGES ME SORRIER OF THAT EOUIPWNT, IF THE BUILDING DEPM111ENT REWIRES A SUBMITTAL E DTIS.FOR SPECYL,DINT ANSH. W O
<br /> GLEAN,WITX SOURK CONES, FOR PLM CXECK REGARDING THE DESIGN OF THEE DETAILS.IT IS THE RESPONSIBILITY
<br /> _ 1.REPLACE SOTN iXE SLIDE AND SKIDPLATE AS A ET BEFORE TIE CUTTING OPERATION OF THE EQUIPMENT SLFFLIER T°PROVIDE THI5 SUBMITTAL. Z. SOIL SUBCPAE PER SOLS REPORT. W
<br /> PRODUCES CXIPPED.9PALLW.DR RAVELED CATS,OR SKIDPLARS SCRATCH!THE SAB V N
<br /> g SURFACE, ABBREVIATIONS
<br /> }` 2.W NOT USE A EALE IF IT MASES CHIPPED.SPALLED OR RAVELED CUTS,OR USE ":,' "F�TTM O,T.O. •WT TO OUT ALTERNATE BID p
<br /> SKIMIA E THATSCRATCHER THE CONCRETE SURFACE. C.I.P, •CMT IN%ACE KIN. •REIWOgCING
<br /> CLq. `LOUR DMT. `°nILAADS SHRINKAGE JOINT (S.J.) Q
<br /> CONCR[T[ LA_B eu EL,M I!.- •ELEVATION BIM. •SIMILAR •- e
<br /> CLEAN SAES NF1 NAE JOINTS,THEN PROPERLY CUE TIE SIB. SYN. •EACH WAIGAL I. TOP `
<br /> E.W. E/ON WAY T.O.F. TOP CF FOOTING
<br /> REIIFORCINO ST![L F.O.W.,c. AE OF cDNCKR Tw. •TwICAL AT AL
<br /> ��STEEL SHALL BE MEMO PER ASTM AXISI CRAVE to FMOR URAL S.I LAR PLACES IM SPADING! ONA DIAMOND DOWEL�' AS"
<br /> (fy•5°,000 pt1) CONTINUOUS REINFORCING BARS M BAR OI NTO,BE 1'-10' FIG. FOOTING U.N.O, S. NOTED LOCATION PER PDN, 0A.2s'e/o MAY,LDCAR� OF
<br /> o MINIMUM lNLE55 NOTED OTHERWISE. COPIER BARS(1'-ID'BEND?T°E PgOVIDW FOR
<br /> X.OR HORIZ. •HORIZONTAL OTHEMIE PIM IF PoRR M sue RLBM
<br /> ALL HORIZONTAL HEINFORTUENT. DETAIL STEL IN ACORDA ICE WITH"ACI MANILA E V.OR VERT. •VENT ICAL. NY LERIFY SLAB PER PAIN W NEEDED,HOW 12'FROY
<br /> a STANDARD PRACTIX OF DETAIL INR WEINFORCED CMCKTE ETRNTURCB•,EIWOKI NO I,F. IMAX FAX MB.S.M Iia •META BUILDING PDIPENOCUM JOINTS
<br /> 400 S T°COMPLY WITH STAWAW ACI HOURS, N.T.S. •NOT TO SCALE SUPPLIER
<br /> COVER TO MAIN RE INFORCEENT TO E: D.E.
<br /> OUTSIDE FAC (METALLIC - -TWO TOM M FOOTINGS—..........................]INCHES BUILDING COPAHY)i DRANK: MMOL
<br /> FORMED WFFACfS..WEATHER A EARTH EAE,.,..,,1-I/2 IHONIES
<br /> ..
<br /> ENTER ON FAM................)/A WOES •e• aQ MIOLD 1}' •e•..Wp DAR:
<br /> SHOULD THE REINFDRCINO SUPPLIER AND/M ETAILER MOOSE TO USE SOFT METRIC,EACH
<br /> F MT EVERY RUM CILLWI M15T Bf IND
<br /> WIN SOTX SIZES WITH THE IMPERIAL BEET NO:
<br /> E FIRST THOUS: WA/All'ND ERCEPTIMS, A WNVMSIM TABLE ALONE 15
<br /> e IRACCEpiMLE. ME WILL CHECK THE 5XOR DRAWINGS M TXE IWERIAL SIZES ONLY. IT EE ITNCYI.ORB.FOR-EC JOIN flNSil.
<br /> WILL BE THE KSPONSI BILITY OF THE REINFORCING SUPPLIER AND M GENERIC 2. SOL SUBORACE FETE SOLS KPOTI.
<br /> 6 RACiM EC AS E IMPER IAL,CMVERSIOS TO METRIC SUPPLY AT LEAST THE SAE SIP!MEA DF E ALTERNATE BID V\'11
<br /> b 6900WeImoreAve 80804-051 CONSTRUCTION JOINT (C.J.)
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