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41111 0 III <br /> M <br /> C) <br /> PROJECT NUMBER: U1R-19082—R1.. a <br /> • <br /> PROJECT NAME: BUILDING 45-05 M MB A �A5 <br /> PROJECT LOCATION: Everett, WA COUNTY: Snohomish MEMBER Ammo <br /> 4/2 <br /> BUfLQfNG SYSTEMSA` <br /> CUSTOMER: DAHLGREN INDUSTRIAL, Tukwila. WA PROJECT LOADS <br /> • <br /> gDESIGN COOS: IBC 2015 BUILDING END USE. 1A R <br /> L , <br /> NOTES AND SPECIFICATIONS ROOF LIRE LOAD: 25 PSF MAMA°G°."ass " <br /> BUILDING ERECTION NOTES _ N-FACT R, Duiltings_ U 11 <br /> )TEE ODER,mxm ttOR AND/CM ERECTOR IS NOGOC..TO SAFELY No - GROUND SNOW LOAD'25 PSF SNOW EXP.FACTOR,Ce: 0_, 3 C <br /> PROPERLY ERECT TIE METAL BOLDING SISTER N CONFORMANCE NTH RUE DR4NNGS. _ SNOW IMPORTANCE FACTOR.Is: 1 r' <br /> 15A rEasml 410 AND Maw SINON OS PEn1ARKO TO PROPER ERECTION.TIs - - . <br /> *CLIMES.BUT 6 NOT METED TO.ME CORFECT USE OF IDARCRORT OAS NO <br /> 0A0°WERE HIDED NR SWAM.NIA®°.No sew**RC 51*00 A ,. E I . <br /> WIND: 110 WIND IMPORTANCE FACTOR,Iw: 1 <br /> NC SELOCAm FRAYING.SECONDARY MALL MARC AEImS(GES OR RAP.16STS) EXPOSURE C WITHIN HURRICANE COASTUNE Cl YES!ONO II <br /> ARE NOT OE9OED TO RAMON As A WORK PLATFORM R ROW SMETY 1E UDR <br /> ARICNENT IN ALC.11NCE NSI OSHA REONOORS SECOEWRr ROOF FRAARO <br /> RENDERS(RAU.OR BAR JOISTS)NE NOT DEROED PROVIDE SAFETY 1E OF UL 90 ❑YES ENO RAIN INTENSITY(in/hr) N A <br /> ATTA AS N ROC ROYfE WTI OSHA TEp1aEICNTS <br /> 2)NL RAW 51RNOM Bars NE'ME AMU AILS NO ARE TO BE MULLED TO TO <br /> 9u0-1106•CORDON A5 DASHED Br RE BP:IPr4TAT.x PIE,m2IrRUM <br /> OMR,...A,ra A.I.WITS.2Dw mma.SEcnox al.muss ACTED -..� SEISMIC INFORMATgN Se1.4.46,51:0.558 <br /> Design Sae/Sa1: Site Claee: D <br /> SECTOR a <br /> Seismic Imp.Fodor le: 1 Selemic Deeign Category: <br /> 3)NA.Altr <br /> TO ANCHOR ENSURE TMn T REµ BROUGHTERIALS IN TIEIOTA - NTalvue Procadun:Equivalent Lateral Force Method <br /> COOT. ME BROWS i ' <br /> MN CC CONTACT*MI EACH OROR Basic SFRS: <br /> A 1.0616 ARE 1601A EU AT ALL son,C RECTI6 O AS MEOWS <br /> tiCLE ro elm COSELIION,ODE RIVER REQUIRED ON RATTED SIDE <br /> .SOT TOur CII SlELIION,Iwo <br /> LA96 .OAR ON DEN SANE 1)C./OPAL DM LOADS. 5155 DROWSE NOTED.ARE ASSUAED ID OE <br /> Or 116 CONNECTION.NOREMR AT UPPED ZEE,O0ERS,METER POURS , IRNaRIEY DBTRBIRFD.WEN SUSPENDED SPNINI5R 0D 51 s.LRRRIId M'M <br /> R GAMS.W WAAE16 ARE REQUIRED N TIE e-BOS LAPPED REO1011. -��, @apAaR,CBiRN9,ETC..ARE SIISPDCED FROI ROOF NFAIC6.CONSULT ME YJS <br /> 5)TIE METAL Ranc 50916E SHALL a NOTED PRIOR ID REF ___— - 15 m SMINICANTLvED ARE a POUNDS R r RLMIDIIN wT]9)t5 MC M <br /> ,- <br /> FIELD YOODGTO6-MDORXATO6 AWL BE APPRO.Br RE IETAL �- <br /> B0100 SUER.METE NOW IS IIEERR501. Z - J•./.^' - <br /> 5)ALL REDNG MUST BE PERFORMED BY AWS OUAUED WIDD6 FOR 0 <br /> - II 116 TLC DOWN CRFITCAL Of SRaEFFECT <br /> 501 f ROOFs SRPONNO 0520 60 L a CONTROLLED <br /> THE%ELDHC PROCURES NO PDA11016 BLYCAIED.ALL WORK MUST BE E <br /> OOEIETYIED O THE MR.F MOE IRE LLAD R ROOF SRDW LOV./5 ro <br /> CORETED NO P6PECTED Ni ACORPANFf WTN RE 0 100 SEE 0 0110 <br /> SPEESIGTONS.S LO DECTROES 11.E FOR TIE ANW(ORi 5T:h1 WEl➢ W BUILAI' 0 <br /> PECESS wh BE TO D6'STEEL NO LOW NDRJOR ODNIFM <br /> G1Wa10N ABREWUIOHS: -_— /1 - :: 'S •D(i'7:� z <br /> • TIP UW-TYPICAL UNLESS WEED°Run )g )SMAM.- RAA `! PRl AA <br /> dl <br /> e SLY-SHORT 100 VERTIGO MD-TOT RI CONTRACTI .. SF. I�I�' = _ <br /> LLV-LONG LEG YER1El1 IIITF)A-SIEII IRK _ <br /> ANAL O�.EAIl14 59) PM 58E IQ A-NOR SWPLLR e t.• DUU LLJ ..MM L� <br /> M5*01TR WADS SNNL BAT S MOM R NW STRICTUML STEEL FPNEWOR( cc <br /> AEN FPNEMOR(S BMRY T,QIm.RFSDFD.R TIflRT.SEY NIEDINIELY y o,�3© O7 N <br /> 0)PUERS A.o 4Prls AWL NOT E USED S NI N,CWxN.PONT FOR A FILL ,UJ 5. .. AP' 0 <br /> ARREST S1510 LOESS MtOTO APPROVAL C DBTARRO FROM 11E IEDL RLDI C 1 T <br /> L� D 0 <br /> 101 nmlls mar GRAY RL usso As A WVIONc/NOSUND SURFACE MEN IN4NIM° LI] •.. ` 1 c•� Of) m Z <br /> NE_m ..� <br /> PROTECTION BALL PERAAAE2R BRaWa1G AVS RIII e6T/LLID NO GAll CC .< <br /> 111 OO6MRTDON LOTS„ANY BE PULED ONLY WRa1 A ZONE TAT S WINN 5 F ET _ „ -. V < Z <br /> OP TIE CEMET-UAL OF TIE PRYVm'Al1M0tt YFIRO[ aR ROOTER 00.5E ff "N .%.3` <br /> PLACED DIRECTLY D+N TIE MCC FRS. <br /> 2)N1 l5T1,AD COXES SOT AEET ORS R INN SWORDS NO N NO CAA a R 'PP Z <br /> ACCEPTABLE <br /> YOSIaro USE erRFI1ME SCAM SRRI[D m INC AAN AS A ImI eN a OLOW d fy,P `r C. 1' 0 - �i J <br /> GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS 1-w - L I �, z. <br /> Is d' 4 <br /> 1)AIL STRUCTURAL STEAL SECTIONS NO MELDED PLATE MOANERS ARE DES NED N R).,r et-.,,,..y `` Ls&'a,+'*�:CSC 'g D >W E. <br /> Q <br /> ACCORDANCE MTH ME A=OWWSISTOC FOR STRUCTURAL SILL BUEDINCS- 4, I.n W V 0 F <br /> AUSIONRE unaus DEAR•.NBYM ED110*R TIE NSC•SEECIFIGTO6 FOR <br /> BUILDING mDE� •'T��I ''AS REMISED TIE DAHLGREN INDUSTRIAL,INC.SUBMITTAL REVIEW Q <br /> 2)NL MOND Cr MIAMIAN.STEEL S BRED ON NNS 01.E'STRUCTURAL W1➢NO c. <br /> o3)5.ccto roam MERET66 ARE DEWED N ACCORDS,.MOH N5 1EGRTGTT6 " REVIEW BY DAHLGREN INDUSTRIAL,INC.IS FOR DESIGN INTENT ONLY. Z 2 CD Q <br /> FOR DE DESIGN Or COLD FACED STEEL BTRUCMIAL 106ms•.LAMA LEMON a.T 0 01 Z <br /> 4)ALL NUMB Of COLD FagFD 4m 6 BASED R Aws Du'STRUCTURAL 50000 1= SUBCONTRACTOR AND/OR SUPPLIER IS RESPONSIBLE FOR DIMENSIONS. U o C' <br /> CODE-SHEET 51Ea.1A'6T roam - QUANTITIES AND FULL COMPLIANCE WITH THE REQUIREMENTS OF THE D m - C <br /> 577 r J01S1"NE R,UIDED NM TONS PRI6T,;THEY I2 SCPUO3 AS A PANT a EVE <br /> IROARE5 NTS OF SECTOR RIDE° 1 I)E 05 5700TY x STANDARD <br /> FOR <br /> RT1 TIE ti. CONTRACT DOCUMENTS REVIEW BY DAHLGREN INDUSTRIAL, INC.. n 0 w O <br /> mcnartDDT D SETCN 0.201.a THE OSHA SUETY 4A10N0 FOR SIRL (n <br /> IlET1aE.GRID.IVAARr Ta 1(IDI. DOES NOT RELIEVE SUBCONTRACTOR ANOtOR SUPPLIER OF THE: Z <br /> e)MATERIAL IPEORGTI4Ns } RESPONSIBILITY REQUIRED BY THE TERMS AND CONDITIONS OF THEiR q <br /> PLATE 10'FLANGE MATERIAL:I. a CONTRACT WITH DAHLGREN INDUSTRIAL.INC 0 w <br /> OTHER•NOTE f TRAP I.TRIO_AST'S 160 55 ' - W Q <br /> OTHERS <br /> SO OR A.35 <br /> BUILT-UP SINUCIURN.VIED NATI.._A1011 SS(R TAMS al)OR SS - " I Q <br /> WR-ROIED SINIGTNAL ASS R ASri GRACE DO R M02 GRADE DO ^C " ,)�{ -;:` <br /> STRUCTURAL TINE MOD MALE a(.e.1) `Y REVIEWED BY:GARRETT D.JOHNSTON,DII 768-01 o_a ii <br /> Ld <br /> STR ICI R5. A PRE MOO GRADE B(a I6g DAHLGREN INDUSTRIAL,INC.SUBMITTAL NO.: CL j <br /> DOLE-FANNED STRUCTURAL A1011 R Ala%SS(R KAUS a1)R 55 ^ 0 0 <br /> RPR ROOF POOR VW GRADE 00 ... IJ_ C.) <br /> SUNDINO SOS ROOT PAIRS ATIT2 ONO <br /> SASS 1 LL.I <br /> REL AND A-PAW.SIDING IISS MINN 50.CUSS I R CO) } <br /> AT02 RIDE e0,CUSS 1 <br /> RC BRACING AS20 TRADE SO IX <br /> GALE DRAM° Ws CONING CUSS A TINE ENS T-WOE i_ ¢r1T <br /> q- A115 CE.1 [MOMZ J © C <br /> soonufH BOOS A025 TOPE I CAW NIX R <br /> Awo WPC I NOW Hu <br /> u IN AwE Sou T <br /> s - CI <br /> z ? <br />