Laserfiche WebLink
5926 <br />§15>HI 1 116/=26====== <br />6,06 / <br />•FOR AU ENTER!£JR NONBEARING WALL HEADER a <br />CELING 106/ SEE SO{EDULE BELOW. <br />INTERIOR NON-BEARING WALL HEADER SCHEDULE <br />WALL ABOVE WALL ABCNE <br />m z:cs ON EDGE .43 <br />w S!,1 & BTR.7.6. <br />4:SOF..0 8. <br />GENERALERAAAINSU&222£&22&uga=============== <br />1. SEESORSEARWALLSC0ullsEEDIA'LNEIRFORTYMCALE{EARPANELFRAM1 EMINGTHIGIILIlllml/mIFIIMIWKIMMIA''DInlllell aM.COUNG FRAMI>K; AT SHEARWALL <br />. %2*2*52*BEGEE*EZ <br />MAL E <br />j <br />..§!BREma. <br />1 <br />-5.22&,mal <br />liif111Flll <br />im='Fmli 11 <br />IV <br />wr-10001 129 <br />i <br />6*64 L -n'111 - <br />CE"INC ;015' SCHEDULE <br />.4 I.7. e. <br />2,6 14'<r W.10. <br />2*9 12-Cr · 16'-0,14.-01 <br />1-5**KE-5...*.=.I:.1 <br />COVERING. FOR,M.YWOODSHEATHING LAYOUTIE I <br />1........J 1 <br />SHEARWAU <br />PROVIDE ™EFOU.OWINCS TO ALLIKEARWALLS <br />c<CEPTZ6 <br />L . SIU PLATES / <br />1 3. STUDS AND BLOCKS BETWEEN ADJACENT PINE <br />1 ZDTANCE FOR PL]D BOUNDARY <br />4 ALLPANELJOINTANDSILLPLATENAn.INGSHALL <br />.STAGGERED' <br />1 <br />E <br />SPR 8 <br />J <br />&71 WT-1000, <br />Tip)4 <br />4. ITUDS SMALLEDINZID FULL t{ED} FRUM FLOOR TOFUX]RAND FROMROORTOCE,UNG OR INF <br />WI™Our! INTERRUpt,ON LOCCEPT *5 NaBAR p OPENINGS <br />ig#%:Ni#g:::ZAkNN==WI=:==I==2, <br />FLA'S* CONCTRUN PUUMBING /9{EARWALL UNLESAPPROvED BY ENG:NEER OF RECORD. <br />6. :am:==0MSISINKERORS{ORrNAn,SATEACHTOP <br />7. SEE DETAns{/5[,r.» F,Il·,P]CALBEAMTOpaSTOONNECmo U.N.£1 <br /> ·WAm'ASHEfrSN=UNI.Em <br />9. FRAMINGSHAU I FREEOF UNAL· DEFEcm SHEARWAUS LESS THAN I INOiES W LENGTH SHALL <br />HAVE NOSPLUTS INSILLMA//91•L PLATE'LINGER™IN/INCHES[N UNG™SHALL BE ALIGNED <br />dIWWNflm:WSTOTALLINGTIi NOSPUSECTEND MORETHAN HOPTHETOTALHEIGHTOR <br />10 PROVIDE SOUDBUX:K[NC UNDER AU-TRIMMERSBEA=ING FCETS ANDPOSTS ATHOLOOWNS AND <br />SrEAP& 905!SON UPPER LEVIS SHAU HAVE KS,30, AN EQUALORCREATER S.8 NSIALUD BE].OW <br />ON THE LOWER LEvmS TO TRANSFER LOADS TO THUK,UNDATIONS OR TOT,-gER GIRDERS <br />11. UmVYB2O*FSNI%EW*AMWDBE LLBLOCK[NCOR METAL'LATE BLOCKING AT LEAST TH' SAME 5/ZE AS THEFI-INC; MEMBER· PROVIDE <br />BLOCKING RJR /40/I [N ACCORDANCE WrTH ./NUFACIURS 5PECIFICAT*N. <br />12- ST[FFENERS SHALL BE ISTALLED WHERE WOETSCANTIEVER'OVER A WAU. WHERE A BEARING WALL <br />5 SUPFORTED MIDGPAN NY 1 10:STS AND WHERE KOLST HANGERS 00 NOT PROVIDE LITERAL SUPPORT <br />FORTHE TOP CHORD OF ™E jOET. AND WHERE SHOWN oN ne PLANR <br />-14-Debrm:8-7600»1015rSUNDE»+NeN•BEARING,VAUSFRAMING€RWAI/bliNGTHGIN·EX€EalS·FEET-- <br />AS ANALTERNATE A SZNGLE ADDRIONAL,OET MAY MI PLACED UNDERTHE WAU WHENTHE LAYOUT <br />OP THE FLOOR FRAMING 5 NOT ALTEREDTOCOMPENSATE FOR THIS AllmoNAL WALL LOIDINC <br />M KEr HANCE. SHALL DE INSTALLED [N ACCURDANCE WITH THE MANUFACTURES <br />RECOMMENDATIONS ASCIVEN N THE CURRENTPRODUCT CATALOG: <br />-1 tiLl <br />I 4 posh1 1 <br />- BYOTHERS <br />11 <br />9 <br />muounT***a*****r--1 <br />SIMPSON'U.19 SERIES OF THE LARGEST SIZE Am©PRiATE FOR ,| ' * FACEMOUhrr niENECnUMIDGMEMBEIUNAON™EPLAIL <br />S[MISON 'trr SERIES FOR KEr TO. INOUS & hirr SERZES FOR <br />Top hOUNT 16 NO{6& DEEPERCFTHE LARGEST 5rZE APPROP;LATE FOU <br />THE SPECIFIC FRAMING MEMBER. UN.a ON TKE MAN. - <br />SIMPSCN '[US SER[ES FOR 10!ST TO 15 INCHES & M]U SERIES <br />FACE MOUNT FOR 18 [NCHES & DEEPER OF THE LARCESTEZE APPROPRIATE <br />FOR THE SPECIFIC FRAMING MEMBEX U.N.CON THE PLAN ·· <br />•THESIDEOFTHE HANGERS SHALL EXTEND UP TO PROVIDE <br />LATERAL SUPPORT FOR THETOP O,ORD OP TH, pET. <br />a ALL FLUSH BEAM TO BEAM CONNECTIONS w/ SIMF:5ON .GUS HANCEW 01 'HUTF• {FOR SAWN BEAM) <br />TYP. UNa <br />I M / 10 <br />H TrP. <br />Z <br />0 . <br />6*6// <br />11 1 <br />1 11 03 1 <br />11 <br />6.6 <br />'ECXXJ <br />1/ EXTERUOR WALS DEAR.ING WAL. ANDSHEARWAUS SHALL BE FRAMED FUU HEIGHT MINIMUM WITH <br />wr.10001 ,C · bi STUOS® 16' aC FOR HEIGHTS UP TO K,-0 AND FOR HEIGH[S UP TOI" THEY SHALL BE F,AMED <br />- 7 (po . WTHMDUMUMMSTUZMACEDI16'aC <br />LAG SCREWSSHALL BE PROVIDED WEH LEAD HOLE. 40-70% OF THREADED'HANK 01AM/fER AND FULL <br />05-T /. Wm£5Zy:%um%,FOFMAXIMUM=M,•W,RGERTHANTHE801ll,AMEra <br />19. HVACEOUIPMEIrr:SHOULDHVACIa,IFMTBBIN!5rAUED©NFWIMONROOFORINATZ-i!0&:mig <br />.-=THS,fp0rION <br />DRAW[Ng SHOWINC l,OCAT10)N OF EQUIPMENT AND LOADSSHALL BESUBS{nTEDTOTHE ENGINEER <br />FOR KEVIEW. ADDmONAL FRAMING MAY DE REQUIRED FOR SUPPOgr. <br />111 4 <br />H <br />2, 211 SHOPWIMMUSTIPERFORMED,NAITYDOSUINSEDFAIRIATIESSHOP. <br />21. FIELD WELDING TOBI DONE BY WELDERSCENTIFIED BYTHE LA OBS FOR STRUQ'RAL STEEL.Lf- Ltv GM t.REINFORCINC STEEL ANDUGHTGAUGE 5TEnt. CONrINUOUS * rON 6/A DEPUrr INSPECTOR S <br />O. lABRICATOR 6 FOR TRUS. SrRUCTURAILSTEEL PARALLAM. m <br />. 7-1- 19/1 <br />'11PREJABTRUS$ <br />BY OTHERS <br />il ,(4 <br />.\-gER.Imm <br />,/ I <br />\6*6 <br />NEW <br />GLUE] <br />JU14 <br />i <br />IM MUST 08 PA TED INACTrY 085 UCENSEDSHOP. [DENTIFYGRADESYMBOLAND <br />A PERTS.A. *XENDS . <br />L SY A REC <br />Pc 2500 ESL ,,EmemaE=bl. HIGH-UFT <br />(171//CZMAPTERS,9..AND.) <br />I FOR WOODSHEAR WALL%S}{EAR PANEIA DIAPHRAGMS <br />.BOL .A ANDOTHER FASTENING TOCOMPONENTS OF Tim SEEMIC <br />THE F ./aNG /<4 ENCHES ON CENTER. 0237.3} <br />NSIBLE FOR THE UCTION OF A WIND OR SEEMKC FORCE RE=SnNG <br />D [N THE Sri .07 SPECIAL UISPECTIC]Y SHALL SUUM:r A WRmEN <br />TOTHEar Y [)39 [NSPECTORS AND THEOWNER PRIOR TOTHE <br />ON ORCOMPONE. (1706.13 <br />ic <br />iNG <br />4!= <br />1 *71 <br />D[NA,E lOCATKON AS REQUIRED 8/ FAORf(CATOR.!i· /Z i .,'Lonmug; <br />111 ·1(TOO v v 'UL' i! \ <br />:\ -311 111 GY <br />HI)U 14 H D 4 <br />e*ACrOR1O <br />« 111 <br />T <br />Ziomoii II IL__ _ <br />CIDERTRU56 1-0 <br />\ <br />ROOF FRAMING PLAN 1. lilli <br />111.I <br />6//IMEEL--------15111 NalAND, <br />APE <br />ROO. <br />\mil <br />Ix' <br />HOR <br />DATE: <br />11/\IN 1 1 SCALE <br />====== 1 1..1 111-BREG <br />TOWERR ROOF FRAMING PLAN 1 A•1112225 <br />_. | |1 PERMn <br />SCAU:, 1/4'- 1'-O A-I LMI IlliE