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<br />NOTE: CCNTRACTOR SHAU PROVIDE vt:RlnCA TION niA T niE HOST STRUCTURE IS STRUCllJRAlL Y <br />CC+.IPARA81.E TO ll1E STRUCTURE SHOVtN. (I.tOOllE HCf,lE OR CONVENTIONAL CONSTRUCTION) <br />PAN ~ rowPOSIlE Pt.NElS- ~ ~ <br />RESlSn\{ SCREws. PANS ANCHOOEO liTH 18 <br />x 1/2" 03/ PAN INTO RECEMNG CHANNEl AND <br />1 18 x 1/2" 0 RlOGE CJ.P COONEcnoo TO <br />RE CEMNG 0iANNEl. ro.lPOSllE P ANtlS lf3( <br />1/.. x (1+1/2") LAG ~WS \lATH 1/.. WAS-{RS <br />lliR()IJQi RECO'v1NC OiANNEl rROt.I Ti)). <br />CAULK All WiNECn<m. <br /> <br />HQSl <br />SmucNRE <br />CR F AQA <br /> <br /> <br />FASTLNER DETmlIN[D <br />BASED ~ ro.S TRUCTION <br />~ HOST STRUCTURE <br />CONNECTION TO HOST STRUCTURE <br /> <br />----- (XTRlJO(D OR BRUil,lWL HEADER <br />EQUAl TO PAN TIiIO<NESS <br /> <br /> <br />'10 x ("t" +1 1/t) VllTH <br />_____ 1 1/." WASHER 0." O.c. 1ot1N. <br /> <br />~ 3 /lOxl 1/2" SMS PER PAN PANIl <br />. ~TH 3/.. I'I..\SHER ~ <br />::> 3 ,1Oxl 1/2" 'NA9iER HEADED SCREWS <br />UPUfT STRAPPING EAOi SlIJO Q.0-425" x 1 1/." <br />..OBIlE H<M STRAPPING NAliD \lATH lad CCW<JH <br />3 PER sa: ~ I8d QJN NAIlS 3 PER sa: STRAP <br />SHAll BE 6" EACH SlOt AN!) COO TIl\lM O\{R <br />THE STUD MAY USE Sll.tPSOO H-J tM\RJCANE <br />CliPS CR EQUAL <br />o YNA B<<. T <br />NOTE: YllERE 1/2" cox Pl Y'ft()O() IS UstD fRAMING SHAlL BE 0 24. D.C. \,UK. <br />VI/ NAIL PATTtR.~, PlYWXO TO STUDS lad C().I!.lOO 6" O.c. 0 EDGE <br />AN!) 12. D.C. fIELD, \flERE 3/16" STRUC11.JRAL THERWAl PlY SIOING <br />IS USEO fRAMl~G SlW.l. BE 16" O.c. W/ I 1/2" ROCflNC WIlS 0 <br />J" ~ EDGE AND 12" D.C. fIELD <br />UPUFT STRAPPING DETAIL <br /> <br /> <br />2.x _ (XTRUSI~ <br />PER SPAN TABlE <br />,.,a" EX~ <br />. fINQi~ l.x2"xO.04.. <br />PlA TE TO C(;OCRET[ <br />11TH I/.",a 1/2" <br />f,lSID;[RS 6" EACH <br />POST TO BASE AND SlOE ~ POST 2." <br />POST TO BEAM DETAIL o.c. lWC. <br /> <br /> <br />I <br /> <br />2." <br /> <br />L <br /> <br />J 1/2" ," < <br />I"., '., '. . ,. .. <br />, . <br /> <br />L 16" I <br />'1 - -,. .,-,-f. <br /> <br />ANCHOR 11TH HEAOCR ()W.Hl. <br /> <br /> <br />.2"x___. <br /> <br />(:[NTERPU~ <br />BEAW ~CT t' <br />rROII TABlE 2 <br /> <br /> <br />~ <br /> <br />~ t,j1O SPAN 8EAY <br />>- ~CT L rRG\I <br />~ TABlE 2 <br />:z:: <br /><.:> <br />t! <br /><I'l <br />5'<! <br />"" <br /> <br /> <br />~ fRAllE SHED VI1TH 2"x." <br />PRESSURE 'fREA TtO PINE PlA TE <br />~TOWlCRETE'iIITH <br />1/.. ro.CRETE FASTENERS <br />. .'-0" D.C. <br /> <br />~ 1.1IO SPAN BEAW <br />~ ~CT L f'ROY <br />'" TABlE 2 <br />~ <br />:z:: <br /><.:> <br />~ 'XlECT BEAW <br />B ~ TABlE 2 <br /> <br />'" <br /> <br />! <br /> <br />~ <br /> <br /> <br />AI. TERNA TE: <br />..000 fRAI.IE SHED WI TH t ~." <br />PRESSURE TREA TI:D PINE <br />PlATE AHCHffi TO COOCRETE <br />VI1TH 1/." COOCRETE <br />FASTENERS 4'-0" O.C. <br /> <br /> <br /> <br />SHAOlNC TYPE n OCNOlES <br />IN~ POS T I.IA.X. RO<.f' AREA <br />SEE TABlE . <br /> <br />~l WAll BEAW SELECT <br />L ~ TABlE 2 <br /> <br />9iAOlNG TYPE I OCNOTI:S <br />(X~ POST RO<.f' AREA <br />SEE TABlE . <br /> <br />~T WALL 8EAW SELECT <br />l rRQi T,6&[ 2 <br /> <br />SHAOING TYPE I <br />SH TABlE. <br /> <br />i W/2 ~ <br /> <br />'II <br /> <br />~-J..I <br />:~ <br /> <br />t. r "':'.,.L-.ll <br />1I/2! 'II ~W/2 + O.H.l <br />DOUBLE CARPORT 'Ml1-IOUT CENTER POST <br /> <br />DOUBLE CARPORT W1l1-1 C€NTER POST <br /> <br />3" RECEMNG OiANNEl // ~ -SEE ~ ~~ <br />ANQi~ VI1TH 3 EAOi T,6&[ 2 <br />18 $liS PER FOOT" <br />_ Dn~ <br /> <br />/ T~~QW( <br /> <br />J"xJ. nUTI:D POST <br />'MW'PEO 'III FElT PAPER <br /> <br />3f8"xJ 1/2" oo.T <br />,., 80 LB, 2500 PSI <br />COOCRETE PREItIIX <br /> <br />J"x3" BASE <br /> <br />ALUMINUM CON\{NTIONAL CONSTRUCTION <br />POOCH POST CONNECTION <br /> <br />~ ~/ POORED COOCRETE <br /> <br />D~~ <br />1 W REf[R TO T,6&[ 5 <br /> <br />Iscurro fOOTING <br />HOlE: THE HOST SlRUCTlH \IJST BE WAllE (I ~TlNG ntE Al.l.JVlHJW SlRUCm TO BE AHAOf:D TO THE HOST STROCI\JRt GENWU Y H <br />CQlOI'IIQM (llliE EXlSTIllG SlRUCTURE 'IlU ROC.\1E H S1R\.IC1\JRES CJ.PABllT'f. 1HE FlUO'IINI WUn<mftjOSl SlRUCTVRES AA[ WAllE <br />IS ~TIlG H Al.~ STRVCTUllf TO BE AflACI6>; <br />t. ItASOORY YO.U.s, 2"x ." f'R.I.WE WlSlRUCTIl)lltlUS. PRE E!lCKffiED 't()OO ~S wi A 2"x ~ sua FAOA AIC A TRIJSS 0',{JlH.l.NG (I loP <br />TO .', AlC/r:/( ATTAOfOT (I TIE AlUYIUI STRVCTURt: TIiR()JGH THE 1. rACIA TO THE TRIJSS BUrrs W/ A IIAXlWII (I .' TRIJSS O\(AHANG. <br />Z. I.I06ItE H<uES IlmJACTURro AfltR 1984 ~ MT TO H 1984 HIJO STAl()A!lQS ~ lll( AIlCHCQS ARE INTO THE TRIJSS sum <br />3. CQj~~ NOT CO\mD 1iYJI,( SlW.I. BE RE\OED BY THE [H(HER TO 0ETtRWlt€ THE HOST SlRIJCTIJRE A[)(I)JACY. <br />4. AU. TRVSS S'iSTO.IS 9W.L HA\( A IU.XlIIJIiI S;M:.m (I 2.. oc. <br />~ WOOlE HCIIES NOT CCtEalWllG TO THE STAHOAROS ABC\( SHAlL HA J{ A stlF SlJl'PaUINC fRAlj[ AO~T TO THE WOOU HC4ilE 1M l(U (I <br />C(Hl[CTIllG 10 1HE IlOOlE. <br /> <br />RECEMNG QiANN(L " <br /> <br />i ~E :~LS ,,'" :: ~ I <br />'" CARRIER BEAloI / ~ <br /> <br />~ /.r P<J;' v...:-- -- ~ + <br /> <br />~ <br />~ <br />~ <br />J <br /> <br />2500 PSI wmlE WI <br />6x6 l'lllilED YIlRE WESH <br />O\{R Vm:M. BARRIER <br /> <br />RO<.f' PANELS <br />SEE TABLE 1 <br />SPACE lU.X. <br /> <br />J 1/2" COOCRETE SlAB <br /> <br />SECTION l1-IROUGH Ct-RPORT <br /> <br />/ 2- x ____ 11IO SPAN <br />BEA" SEE SI1.lPlE SPAN <br />TABlE 2 <br /> <br />, / 3. x r x 0.06' POST <br />/ 2500 PSI WK:RE TE 'iIITH <br />616 i'lUDED YIlRE "'ESH <br />O\{R V~ BARRIER <br /> <br />-1 J 1/2" CONCRETE SlAB <br />~I <br /> <br />SPACE IIAX. <br />TAliE-i-- -' <br /> <br />SECTION THROUGH CARPORT <br /> <br />VARIES <br /> <br />s[E C llN(CllOH DETAt <br />/ 12"x i'AN (SEE CHARTS) lf3( .'11' TO <br />~cr PAN F~ REQU~D SPAN <br />SHED IS rRAKD WAlL <br />I ATTAOiEO TO HOST <br />S TRUCTURE ~ <br />_j.x2.xO.04.- AlUY.. ~ x ~ <br />2.x.. . 2." O.C. lWSER j ~ <br />STRUCTURAl GRADE Q <br />THtRl4AL PlY VI1TH S()INC ~ ~ <br />1/2" L-oo.rs F~ 2"x.. ~ :-,; <br />" PT PlA lE CR CONCRE TE .... <br />/ ~ 4'-0" o.c. <br /> <br /> <br />UPlfT STRAPPING DETAIL <br /> <br />2"~." lUUBER T~ PlATE <br />'ill TH RO<.f' A80~ <br /> <br />NOlE: <br />l. ANCHOR P A.~ TO HEAOCR 0iANNEl. 'II <br />J ~ ~ '.'r 'fI1 WA.<'HER <br />2. .lM}ft.i'< ;, ANS TO RO.1' BEAIIS "1 <br />J 18 x '/2" 'III WASHER <br />1 ANCH~ PlATE TO CONCRETE n~ wi <br />3/S" x J 1/2" DYNA oo.rs 0 :I). D.C. <br />.. SlIJOS TO BE 0 16" D.C. 3. ED<tS <br />6" Q'4 fIEll) 1 1/." GAl. ROCfING f(AtS <br /> <br />UPlfl S TRAPPING DETAIL <br /> <br /> <br />~ FOR f'RON T SEAitl <br />:z:: USE t'sW/2tOX <br />~I <br /> <br />~ "WI" VARIES <br />616-10/10 'rM,t <br />" <br /> <br />2"x." PIP PlATE <br />wi J/e:x. 1/2" <br />ewe. ~ <br /> <br />UTILITY SHED AND CAI~PORT WALL SECTION <br />t -0" 1iIN. <br />BEfORE SUR <br /> <br />J 1/2" lIlN. CONCRETE (SEE DETAlS) <br />SECTION THROUGH UTIUTY ROOM <br /> <br />3 lit <br /> <br />"'IN. 2500 PSI ewe. VI1TH 6 x 6 't\UDED \lItRE <br /><R neER MESH TYPICAl All ~ <br />~ 1 r.> BAR COOT. <br />e: <br /> <br /> <br />DO NO T BlOCK <br />f1RE EXIT ~\f <br /> <br />O\tRHANG VARlS <br /> <br />8'xlt UlllTY <br />SHED 2" x .. <br />~ trkO.C. <br /> <br />~ <br />~ <br />~ <br /> <br />2" x ~ T WAlL BEAW <br />SElECT L rRG\I TABlE 2 <br /> <br />USE t' .. '1112 -I- O.H. <br /> <br />".Vi <br />vARIES <br /> <br />~ <br /> <br />J.xJ. nUTEO POST w.x. <br />HeT.slt fCR 120 YiH <br />YIlNO Y{loo TV <br /> <br />L vARIES <br />(SEE TABLE) <br /> <br /> <br />SINGLE CARPORT <br /> <br /> <br />I I. ,. BAR CQ'4T. <br />~~,''''~--- <br />I '- <br />S. <br />STEEP SlCfE foornG <br />> l' - Io' <br /> <br />IOTE: fleER I.I{SH CClmTE DC{S <br />NOT RECMRE 'MRE t.lESH <br />fl.A T SlCfE / NO fOO 11NG <br />o - 2"/12" <br /> <br />WOOf:RA TE 51. CfE foo T1NG <br />2"/12" - l' - to' <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />SAMPSON <br />JOB NAME _______________ <br /> <br />ADDRESS ..Q]; Ty__Q)L~1:=JJi~__ <br />HERB'S M,H,&Aluminum <br />-ORAViNGr9ij-~TpERI.4IT ONLY-- <br />. 5/2/95 <br /> <br />DAlE ~ CI<< <br />3/94 <DlWL <br />9 4 <DlWL <br /> <br />~~ :~~~s <br />~~ -c Jj~ <br />3C ~~~~I <br />t3~ ~~Ba~ <br />I... ~ ~-~~ <br />~ 0 ::lIlI;I~ <br /> <br />!II:~!~~ <br />..~ ~~~~1i!.l <br />~g ~~~~~~ <br />~ . i~::>i~-c <br />~jl ~.~~~~~ <br />~l~ i~~ 'ii <br />:11 :IHi~ <br /> <br />2 <br />::) <br />~ 0) <br />2.- <br />::) a: <br />..JO <br />4(l1. <br />..Ja: <br />4( 4( <br />).0 <br />o <br />a: <br /> <br />~ <br />@, <br />~>- <br />~! <br />~~: ~ <br />~~~i <br />m~ <br />!i~"'~ <br />o=~~ <br /> <br /> <br />*ET , <br /> <br />~ <br /> <br />(I 3 <br />