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<br />NOTI: CONTRACTOR SHALL PROV1DE \~RinCATION T'r1AT TI-iE HOST STRUCTURE 1$ STRUCTURALLY
<br />COMPARABLE TO THE STRUCTURE SHC'r,N, (IJOBllE HOME OR CON\lNTlCNAl CONSTRUCTION)
<br />
<br />110. ('t'+1 1/2") 'MTH
<br />11/4' WASl1ER i) 4' OC M:,~.
<br />
<br />3 110xl 1/2' Sl.lS PER PMI PA~:EL
<br />'MT:1 3/4' WASHER OR
<br />3 110., 1/2' 'HASl1ER HEADED SCR€,,~
<br />
<br />UPUFT STRAPPiNG EACH SRID
<br />0.0425'.1 1/.' MOBILE HOME STRAPPI~jG
<br />NAILED 'M TH led COMl.lQN 3 PER SiDE
<br />OR led GUN NAILS 3 PER SiDE
<br />STRAP Sl1ALl BE 5' EACH SlOE A,NO
<br />CON TlNUOUS O~R THE S!VO
<br />
<br />HOST
<br />STRUC!VRE
<br />OR F AClA
<br />
<br />~/
<br />~:=o
<br />
<br />-------
<br />
<br />FASTENER DETtRl.lINED
<br />BASED ON CONS TRue nON
<br />Of HOS T S TRUC TU RE
<br />CONNECTlON TO HOST STRUCTlJRE
<br />
<br />
<br />
<br />AN~CR '/Hi HEAOER O1AJiNEL
<br />
<br />'2'.___'
<br />ct:NTER Pi.;RUN
<br />SEA,Y SELECT 't'
<br />FRQ<.j T ABtE 2
<br />
<br />PA.1l OR COMPOSITE PANns. uSE: CORROSION
<br />RESlsn~ SCR€,IIS. PA."S A.~CHCRED 'IIITH /10
<br />I 1/2" \) 3/ PAN INTO REC8'11NG CHA'iNEL A~ID
<br />1 1'0 I 1/2" i) RIOC.f: CAP CONNECTION TO
<br />RECEIV1NG CHA.'lNEL CCI.IPOSTt PA.NElS USE
<br />1/.' I (t+l/2'> LAG SCRE'~<j ./.trrt 1/4' WAS<<ERS
<br />THROOC<l REC[JWIG O1AN"El FRO'" TeP.
<br />CAULK ALL CONNECTIONS.
<br />
<br />...........
<br />
<br />AL T'ERNA T'E:
<br />'IKXXJ FRA),jE Sl1ED I'llTH 2"<4"
<br />PRESSlJRE !REA T'ED PINE
<br />ptA TE A.NC',.,OR TO CONCRETE
<br />I'llti 1/.' CONCRETE
<br />FASTENERS 4'-0' O.C.
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<br />PRESSURE TREA ltO P:NE PlA T'E
<br />MI01CR TO CONCRETE 'lIIfi
<br />1/4" CONCRETE FAST'E,NERS
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<br />~ S(lECT SEAIl
<br />w FROY TABLE 2
<br />
<br />MID SP AN BEA\l
<br />SELEC T L FROI.4
<br />TABLE 2
<br />
<br />\II!:) SPAN BEPl
<br />SELECT L FRO'"'
<br />TABLE 2
<br />
<br />t:
<br />~
<br />
<br />3".3' POST
<br />'\
<br />
<br />
<br />EXTRUDEO OR BREAKI,/ET AL
<br />HEADER 0032' MiN.
<br />
<br />
<br />_ -- ~~~}~~_'~~T'
<br />HEADER p~fi
<br />jA.NCl-ICRED I
<br />CONORE T[ -5
<br />IDHAIL m
<br />RWJi.:<O
<br />
<br />FRCNTNALL 8EA.1,I SELECT
<br />L FRCIl TABLE 2
<br />
<br />FRO'..T 'HALL SEA\l smOT
<br />L FReY TABLE 2
<br />
<br />S;.,AOiNG Ti?E II OENOTES
<br />iNTERIOR POST !,(AX, ROOf" AREA
<br />xE TABLE 4
<br />
<br />Sl1ADIN G WE I
<br />SEE T ABtE 4
<br />
<br />Sl1AO!'iG Ti1'E 1 OENOTES
<br />EXltRIOR PCST ROOf" A.'EA
<br />SEE TABlE 4
<br />
<br />s:.,ADING Ti1'E II
<br />SEE TABLE 4
<br />
<br />'N t.l
<br />~ 'N/2 j. O.H.
<br />
<br />iN
<br />'11/2 ~
<br />
<br />'/I Ll
<br />J'II/2 + o:~.
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<br />'11/2 ~
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<br />
<br />DOUBLE C.~RPORT 'MTH CENTER POST
<br />
<br />DOUBLE CARPORT 'I"IHHOUT CENTER POST
<br />
<br />3" REW'<\NG CHA,',~.H
<br />ANCHORS I'llTH 3 EACH
<br />18 SMS PER FOO T
<br />"
<br />
<br />2' . _ MID SPA.N
<br />/ BU.\l-iE SiMPLE SPA.N
<br />TABLE 2
<br />
<br />DETAil
<br />
<br />REW'<1'iG O1A,'lNEl
<br />"
<br />
<br />2" x __ MID SPAN
<br />/ BUl./ SEE S:MPLE SP AN
<br />T ASlE 2
<br />
<br />
<br />3" x 3' . 0.06' POST
<br />
<br />D'r'iA Bct T
<br />
<br />NOn:: 'M1EPE 1/2' COX ptY'OOOO IS usm FRmNC Sl1ALl3E ~ 2." O.C. \liN
<br />'II/ NAIL PAmRN. ptY"iIQOO TO S!VOS led CCM\lON 5' 0 C. i) EDCE
<br />AND 12' DC. r:ELD. V.I1ERE 3/16. STR1JCfJRAL rHE?IlAL PLY SiDING
<br />IS US(D FRAMiNG Sl1Al.l S( IS' O,C. '/1/1 1/2' ROCfi'iG NAilS 9
<br />3' 0,", EDCE AND 12' 0 C. FiELD
<br />
<br />NOT!:: M: HOST SrROC'1JR( UUST S( CAPAatE Cf Stif'l'I)'lTINO n<( AL~\I:~<\:\I 5;?-\JCTUR!: TO BE ATTACl<tD TO n<( HOST 5T?'JC1tR!:. Gl:~.(RAU Y 11'(
<br />COM)tTI~ Cf 1l1E E'()SHNC 5TROC11JR!: "'tlINOICATt 1l1( S;?-\JC11JRES CAi'ABIUTY 1r<E FeuO'M'JO CGNQ(TICNSj\'OST S;?-\JCTiJR!:S ~ CAPABtE
<br />Cf StipPanNC M: .lL~MllM' 51RUC 11JR!: 10 BE A r: ACl<ED;
<br />
<br />I. UAsa<RY WALlS, 2", 4' FRAlI( CCI<Sffi'XDCI< 'l'I.oILlS, PRt ENG01JH'ED '/.((J) TilVSSl:S 'I'll At, 6' St:8 FAOA 1,,'10 .1. ffi'VSS C'ltRHA,NC Of Vi'
<br />TO 4', AI;Qlr:JI. ATHOiMENT Cf n1E .lL'~U:.'I,;1/ S:i1'JCTiJR!: T\1RXCH ;'H( I' FACtA 10 ;'HE :?VSS SIms .1'11 A \lA\.'\IIjl/ Cf 4' TRUSS C..\::<HA.NC
<br />
<br />2. 1l00lE HC\lES u/"~unCl\JRfD AFTlR 1184 /"~o BI.;1LT TO 1l1( 1J84 HVD ST/"NOAjl()S~('1: f~ .'\'NCrlr:JI.S~! ,"TO 11<( TR\!SS SIms.
<br />
<br />3. CCI<DtnCNS NOT CD'ltRl:o ABO'.! ::<1I.J.L BE Rf,1(Io() 8'( ;'HE (!O,CiNE[R 10 c{TlR\lI.~E ;HE HOST SffilJCTiJR!: A()(~AC'(.
<br />
<br />4. ALL ffi'VSS SYS1tilS SH.lLL HA',{ A ilAX:M.:iI SPAQlC Cf 24' OC.
<br />
<br />S. UOOlE HCIJl:S NOT CQI1FOP":NC 10 M: STIINCAR()S A8C',{ SH.AU HA',! A ,,(IJ SlJPPCR~NO F.\,\I( AO,AC!:NT TO f~ ilC€lt.E HC"'E :N l,tv Ci
<br />CQNNECT:NC TO rH( ilOOItE.
<br />
<br />UPLIFT STRAPPING DE T AII_
<br />
<br />
<br />POST TO BASE AND
<br />POST TO BEAM DETAIL
<br />
<br /> SEE CCtiNEcno~ DEl AIL
<br /> 12". PA.~ (51:[ Cl-iARTS) USE: "I(" TO UPliFT STRAP?,NG DETAIL DO NOT BLOCK ~
<br /> / SELECT P~~ FOR RWJ:RED SPA,N FiRE EXlT 'III.NOO/l
<br /> 2"x.' llJ~SER TOP PlATE / O~RHA.,",G VARIES @,
<br /> Sl1ED IS FRAMED WAll 8'.,2' unllTY
<br /> ATTilCHED TO HOST wITH Ro:1' ABOVE Sl1ED 2' . .' 2" . fRON T WALL SEAll @~
<br /> .
<br /> STRUCfJRE w 2'-0" OC. SELECT l FRQ<.j TABLE 2 f
<br />w 3 NOTE: w ~
<br />3 FOR FRON T BEA\l :l: " cr OOOR
<br />2",t.0.044" AlUI.I, OR ~ 1. ANCHOR PANS TO HEADE~ CHANNEL '/1/ i? '. g
<br />:l: USE l'='H/2+0,H, ::l N U US[ 't' = W/2 + D,H.
<br />w 2"x.' ~ 24' O.C. lUMSER 8 ~ J ,'0 I 1/1' 'H/ 'liASHE,t ~ "! ~
<br />--J '" 2. ANCHOR PA'lS TO ROOf BEAMS wi
<br />(3 STRtJCTURAl GRADE :]i 0 '" .'If'
<br />::I l.> i? :} 1'0 I 1/2" '/1/ WASHER. .... ~~ ...
<br /> rr'ER\l AL PLY 'III ~ SIDING z '" '" VAHIES
<br />l.> '" J. ANCHOR PLATE TO CONCREn: FlOOR '/1/ 0
<br />z '" . :l: ....g
<br />'" ''11,' VARiES l/t l-BCtTS FOR 2"<.' >< -: 3/8' . 3 1/2' OYNA BctTS 9 30' O.C. l.> I~~S
<br />'" w . z I~<t.
<br />>< 5.5-10/10 '/(/(!J / P T PLA T'E OR CONeRE n: N 4. SIIJDS TO SE ~ 15" O,C. 3" EO(,(S '" J-
<br />w '" ~ ~~~~
<br /> " ANCHORS 4'-0' 0 C. 6" Oi'/ fiElD' 1/4" GAL ROOfiNG NAilS x
<br /> w
<br /> --------- ------- l VARIES 3".3' FlUT'ED POST !.lAX. ,z S.,
<br /> 1'..' PTP PI.A TE UPliFT S!RAPPi~;G OETAll (SEE TABLE) HGT,=12' FOR 120 l.lPH ~ ~!
<br /> '/1/ 3/6\4 1/2" 'MND ~LOOTY
<br /> CmlC. ANCHORS J 1/2' "iN. CONCRETE (SEE DETAJtS)
<br />UTILITY SHED AND CARPORT WALL SECTION SECTION THROUGH UTILITY ROOM SINGLE CARPORT
<br />
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<br />~ ROOf P A'lElS
<br />~ SEE TABLE 1
<br />'"
<br />~ SPAct: MAX.
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<br />~ TABLE 1
<br />:::> ROOf P A.NELS
<br />~ CARRIER S[A\l /
<br />
<br />i:j f.3" POST /'
<br />::c
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<br />y
<br />l=r
<br />
<br />SPACE !.lAX.
<br />T A8LE4- ...--'"
<br />
<br />2500 PSI CONCRE n: 'H /
<br />6.5 v.nOED 'MRE MESH
<br />O'.tR VAPOR BARRiER
<br />
<br />2500 PSl CONCREn: 'M~1
<br />6.5 v..nOED 'MRE f.JESH
<br />Q'.tR v APCR BARRIER
<br />
<br />SPACE \lAX. __
<br />
<br />1
<br />~1
<br />
<br />J 1/2" CCt-lCRE T'E SlAB
<br />
<br />3 1/2" CONCRETt stAB
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<br />
<br />TO? Ck GRADE
<br />
<br />j
<br />
<br />VA,~!ES
<br />
<br />VAR1~S
<br />
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />3'.3" flUTED POST
<br />'MlAPPED 'II/ FELT PAPER
<br />
<br />3/!!' <3 '/2" Bct T
<br />
<br />BO LB. 2500 PSI
<br />CONCRE TE PRE\llX
<br />
<br />3".3" BASE
<br />
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<br />2.'
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<br />3 1/2"
<br />
<br />IJ
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<br />15"
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<br />t-
<br />
<br />ALUMINUI~ CONVENTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />-!. ~/ PooRED CCt-lCRm
<br />
<br />D~/
<br />1 W REfER TO TABlE 5
<br />
<br />ISOLA TED Foom~G
<br />
<br />
<br />!..ll~. 2500 PSI CONe. '/tlrrl 6 I 6 '~nOEO 'MR(
<br />
<br />
<br />~O;E: FioER f.JESH CONCRETE DO€S
<br />NOT REQlJIRE li1RE MESl1
<br />FlA T stOPE / NO FOOTING
<br />o - 2"/12"
<br />
<br />94-u0004
<br />
<br />!.IOOERA TE Sl.1YE FOOTiNG
<br />2"/12' - " - 10'
<br />
<br />ST'EE? stOPE Foof.NG
<br />) " - 10'
<br />C;CEETS mE REOOIFiEMEN
<br />OJA?TER 1205 sac 1991
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