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<br />NOT[; CONTRACTOR SHAll PROV1DE \tR:nCA nON nm frlE HOST STRUCTURE IS STRUCruRALl Y
<br />CO'.lPIIRABLE TO T'riE STRlJcru?E SHO\'1N. (MOBILE HCME ~ CON','i}HIONAL CONSTRIJCT10N)
<br />
<br />Ho~r
<br />STRUCTVRE
<br />OR F ADA
<br />
<br />PAN Ul CO\.lPOSlTE PA.'.EtS. USE CORR05lON
<br />REs;snYr SCRf.lS. PANS A.~CHCREO 'IrHH 110
<br />I 1/2' Il 3/ PA.~ mo RECEI'v1NG CHA.'NllI.'lO
<br />1 1'0 I 1/2' 0 RIO(;( CAP CONNECTION TO
<br />RECEI'viN<j OV..'iNE!.. COMPOSITE PANELS USE
<br />1/.' I (t+l/2') LAG SCREWS 'MiH 1/4' 'IIAS<1ER$
<br />TI'R<)J(',H RECEIWiC CHANNEL FR0.i T(y.
<br />CAULK ALL CONNEcnCNS.
<br />
<br />1=_0
<br />
<br />
<br />
<br />________ UTR\JOEO 01' 8RtA:<:"ETAL
<br />HEADER OOJ2' l,jiN.
<br />
<br />FASTENER OETIR'-liNtD
<br />8ASED ON CONS TR'J0T10'l
<br />Cf HOST 58'JCTJRE
<br />CON~,ECnON TO HOST STRUCTURE
<br />
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<br />VI
<br />X
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<br />
<br />110, ('t"+1 1/2') \\li'rl
<br />\ 1/4" 'MSHER 0 4" OC. MiN.
<br />
<br />SHADINC 1'1H II OENO'ES
<br />WERloR posr !.lAX. ROCf AREA
<br />SEE TABlE 4
<br />
<br />-~~ ------
<br />r!E ~
<br />
<br />LW>
<br />~/'1
<br />5 t~:.
<br />Ft. ~~
<br />
<br />.--.,.. -,. ~.
<br />
<br />3 110" 1 /2' 9.lS PER P A.'I PANEL
<br />'Mid 3/4' 'NASHtR OR
<br />3 110,1 1/2' /lASHER HEADED SCRf.lS
<br />
<br />UPUfT STRAPf'iNG EACH S11JD
<br />0.042S',1 1/4' MOBilE HOME STRAPPiNG
<br />NAILED 'M rrl 18<J COYMON 3 PER SlOE
<br />OR ,3d C1JN NAilS 3 f'tR SlOE
<br />STRAP SHALL BE 5" EACH SIDE ANa
<br />CONT1N!JOlJS Q'<tR THE sruo
<br />
<br />
<br />OYNA8elT
<br />
<br />NOTE: '/MERE I/Z' cox ptY'M)OO 1$ USED FRA.,IING $'1ALL BE i) 24' O.C. \ji~1.
<br />'1// NAil PAm:.~~. pt '(1\000 TO ST'VOS 18<J CCYMO'l 6" DC. i) EDGE
<br />AND 12" O.C. riElD. 'M1EHE 3/15" STR<JCTVRAl l11ERI,IAL PLY SlOiNG
<br />IS US!:D FRAMiNG $'1.ALL BE 15' O.C. '/1/ I l/Z' ROOFiNG NAilS i)
<br />3' ON EDGE AND 1Z" 0 e_ FIELD
<br />
<br />UPLIFT STRAPPING DETAIL
<br />
<br />2"~ ___ EXTRUSION
<br />;~PER TABLE 2
<br />
<br />"-
<br />3 - l' 110 $:..lS
<br />iN SCRf/l SlOTS 2", __ EX1R'JSlCN
<br />>l11{ 3 , /t CONC. PER SP A.N TABLE
<br />SLAB '/1/ 6,6 10/10 \ 1',2' EXTRtJSIOO
<br />'II'IN OR FSl.:R ~ESH ANCHCR '",2",0.044"
<br />PlA TE TO CONCRE:t
<br />'/o1T'rl 1/."'2 '/2'
<br />F AST'[NERS 5" EACH
<br />POST TO BASE AND SlOE Of POST 24"
<br />POST TO BEAM DETAIL oe. YAX.
<br />
<br />
<br />
<br />I
<br />24"
<br />'L
<br />3 1/2' . ,
<br />"'J 15"
<br />
<br />3' REC!:J'~NG CHA.~~jn
<br />A.NCHORS 'MTH 3 EACH
<br />i8 S,YS PER FDa r
<br />"
<br />
<br />TOI'OfGRAOC
<br />
<br />3'_3' flUTED POST
<br />'MlAPPEO '11/ FELT PAPER
<br />
<br />3/8'13 1/2' Bet T
<br />
<br />80 LB. 2500 PSl
<br />CONCRETE PREYIX
<br />
<br />rd' BASE
<br />
<br />~
<br />
<br />AlUMiNU'~ CONVENTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />-L ~/ flOORED COOCRETE
<br />
<br />o 8[/
<br />-j -WI REFER TO TABlE 5
<br />
<br />ISOlA TED FOOTING
<br />
<br />NOT,; TIlt: HOST ST'ilIXNRt: UVSl BE CAPABtE Cf SlJI'PO<TINC Tl<E Al.V\I:MjIl SlK'JCNRf: TO S€ ATiAQ<[D TO Tl<( HOST STRVC'1JRf:. C(N[RAl.L Y Tl<E
<br />coonCN Cf r~[ E'(]snNC S'ilUCR:f'EflfU iNDICA:t 'rH[ S7,"xn.PES CAP AilIU TY. TI'( FCUCI\tNC CCN04nCtoiS/t<OST STRVCl1JPES A.'I!: CAPABLE
<br />Cf SlJPro<fNC THE AtI;l.ti:,~1,j STR~Cl\JRl: 10 B( m~Q<[D',
<br />
<br />I. UASO\RY w..us. 2" 4' FR.lJ,I[ CC~:?\XT1CN '~Al.lS. PRf: (NGN[('1l:0 '1<<0 TR\JSSES '11/ A 2', 5' SlJ9 FAClA A.'IO A i1l\JSS C'.ERHA,NC Cf UP
<br />10 4', A.'<O/c;p, AlUO''oI(NT r:.f r,<( AtI..IlINl;II SiR'JC1\.Rt l'riilC\iCH l'ri( " fAClA 10 Tl<( i1l\J';S 8IJTI,./ A \lA:C:u\:1l Of 4' 1PI.'';, Q',t'UiANG.
<br />
<br />2. ~06ltE H(\,I(S ~"NU'AC11;PED /.i:tR 1;e.~ .l.ND 31xr TO Tl<E 1984 ~L;D SIANDAROSM-<ERt lH(A.NQ<Ci<S AAf. iNTO i\<E lR1.ISS 8IJTlS.
<br />
<br />3. C~04nCNS Nor W,EPED A80'<t ~AlL S€ Rf:'.1(j,{Q BY 1<[ (NG;N((R TO D(1l:RI.II~iE l'riE HOST S1R\JC11;Rt A()(~AcY.
<br />
<br />tALL i1l\JSS SYS"TDIS Sl<..u HA'.( A IlA;QA;\I S?ACNC Cf Z4' D.C.
<br />
<br />S. U0elL( H(\,I(S NOT CC/,fQP\lING TO lH( SlA"'CAR(), ABCY( ~Al.l HA,( A W SlJP?j;RJ;NC rA.yE AOJActNT TO n,( ~cmE H~t :~ l(U Cf
<br />CONNECTiNG TO lH( \lC€1lE.
<br />
<br />A.~CHCR 'MTH HEAC'tR C1A.~NEt
<br />
<br />
<br />'2'.___"
<br />CENTER PURW
<br />BEA'" SELEcr 'L'
<br />FROlJ TAStE 2
<br />
<br />
<br />WO SPAN BEA'J
<br />SHECT L fROl.(
<br />TABLE 2
<br />
<br />WOOO fRAME SHED '1tIT'rl 2"x4"
<br />PRESSlJRE iREA ItD P:~E PlA:t
<br />A.NOiCR 10 CONCRETt '",m
<br />1 /4' CONCRE1E F AS ItNERS
<br />i) 4'-0' O.C.
<br />
<br />YID SPAN 3U;J
<br />SmCT L FRG.l
<br />TABLE 2
<br />
<br />-
<br />
<br />
<br />fRC"'T '~ALL BU'.( SELECT
<br />L FRC\4 TABLE 2
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<br />:::,T:~~" B,;;:))// lU-
<br />
<br />SH TABLE 4 ~_l
<br />i 'N CA.~RIEr BEAll ~t.I-1<-
<br />
<br />J '11/2 ~ 'II ~
<br />DOUBLE CARPORT 'MTHOUT CENTER POST
<br />
<br />l~
<br />~
<br />
<br />'''.''3'~-:''/
<br />UI.-". -.,J t x )9' /
<br />THR'J Bel :t.D"~. .
<br />HEADER P0S}'
<br />ANCHORED
<br />iCONCRETE -s<:
<br />I on ~IL lIB
<br />REOOi~ED
<br />
<br />
<br />SHADiNG TiFE 1 DENO'rES
<br />ExltRIOR POST ROCf AREA
<br />SEE TABLE 4
<br />
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<br />'11/2 J
<br />
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<br />/I ---}I
<br />~~
<br />
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<br />,
<br />
<br />'II
<br />
<br />DOUBLE CARPORT 'MTH CENTER POST
<br />
<br />
<br />RECH,iNG C1A.';~;EL "
<br />
<br />~
<br />G ROOF PA~QS
<br />~ 5[E TABLE 1
<br />VI
<br />~ SP Aor YAX.
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<br />G TABLE 1
<br />:=> ROOf PANELS
<br />~ CARRiER 8EA/"
<br />
<br />t3 3",J" POST
<br />:z:
<br />
<br />SPACE !.lAX. .".--"
<br />
<br />2500 PSl CONCRE TE '11/
<br />6,6 '~nD(D 'MRE 'JES<1
<br />O'1:R VAPOR BARRIER
<br />
<br />}1
<br />
<br />3 '/2" CONCRE:t SU8
<br />
<br />J
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />VARIES
<br />
<br />J
<br />
<br />VA':,IES
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />5[E CCt;NECT10N DETAIL
<br />/ 12', PA~ (SEE CHARTS) USE "It' TO
<br />SEtECT PA~ FOR REOO:RED SPAN
<br />StiEO IS FRAMED 'HALL
<br />A1TACHED TO HOST
<br />STRUCTURE ~
<br />2",2".00"" ALUlA. OR ~ ~
<br />2"x4' !) 24" DC. LUMBER 8 'l>>
<br />S:RUCl1JRAl GRADe: :s ~
<br />Tf-l(RMAL pt '( lMiH 901~G ~ ~
<br />1/2" L-BetTS FOR 2"'4' !Q :~
<br />/ PT PLATE OR CONCRETE W N
<br />ANCrlOR$ 4'-0' ac.
<br />
<br />
<br />UPLJfT STRAPP:~jG OCTAll
<br />
<br />2'x4' LUM&R TO? PlATt
<br />'irlT'rl R~ ABOVE
<br />
<br />
<br />NOTE;
<br />1. A.NCHCR PANS TO HEACH CHANNEL 'N/
<br />J 110 x 1/2" '11/ WASl1ER.
<br />2, ANOiOR ?A.~S TO ROGf BEA.I,l$ '11/
<br />J j10 I 1/2' '11/ \\'ASf1ER.
<br />J. ANCHOR ?LATE TO CONCRm FlOCR '/1/
<br />3/8' ~ J 1/2' D~A BetTS ~ 30" O.C.
<br />4. sruos TO BE " 15' O.C. j" EDCfS
<br />6' Qtj riELD I 1/4' GAL ROOfiNO NAilS
<br />
<br />UPLIFT STRAPPNG OCT All
<br />
<br />~ fOR FRCNT BEA~
<br />:x:: USE '['='11/2+0.'1.
<br />
<br />':j
<br />8
<br />:::a
<br />t.:>
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<br />e; "'II,' VAR:tS
<br />tS 6,5-10/10 '/(~'J
<br />"
<br />
<br />2\4' PT? PlATE
<br />'If/ J/8\4 1/2'
<br />CGNe. ANCHORS
<br />
<br />UTILITY SHED AND CARPO~T WALL SECTION
<br />
<br />J 1/2" YiN. CONCRETE (SEE DETAiLS)
<br />SECTION THROUGH UTILITY ROOM
<br />
<br />
<br />MiN. 2500 PSI CONe. '/oIlH 6 I 6 \'.UDEO 'i(,R(
<br />OR FlSER ,"[SrI TY?ICAl ALL SlABS.
<br />,~ _1 ':::::C~T
<br />8.~...".'~.~~ _..~
<br />- - ......:11
<br />-.. -.. -~
<br />8 '-.}-
<br />
<br />
<br />I)OCR I
<br />M
<br />
<br />AL TERNA:t:
<br />'MX;Q FRAYE SHED 'MT'rl 2",4"
<br />PRESSlJRE PEATE) PiNE
<br />PI. A TE A.NC1CR TO CCNCRET{
<br />\\li'rl 1/4' CONCRETE
<br />fASTENERS 4'-0' OC.
<br />
<br />fRONT 'HALL SEA-- SELECT
<br />L FRCI,/ TABLE 2
<br />
<br />Sl1AC!NG WE ,
<br />SEE TABlE 4
<br />
<br />2" ~ __ MID SPA.'l
<br />/ BU.'" SEE S:"PLE SPAN
<br />T ABtE 2
<br />
<br />SPAC( I,/AX.
<br />T A8L~ ..--"'"
<br />
<br />:/
<br />(f
<br />
<br />'3' . 3" ~ O. co" POST
<br />
<br />2S00 PSl CONCRETE 'MT'rl
<br />6,5 \'.(LDEO 'MRE I.lESH
<br />O~~R vAPOR BARRIER
<br />
<br />3 '/2' CC+lC'lETE StAB
<br />
<br />DO NOT BLOCK
<br />F:RE EXli '~I.NOO'I/
<br />/,OYrRHANC VARiES
<br />8'''2' UT1l1TY /'
<br />SHED 2' ~ ." 2' x fRONT WALL BEAM
<br />w 2'-0' oe. SEtECT L fRO<.l TABLE 2
<br />2 DOOR
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<br />
<br />..It'
<br />V AR:tS
<br />
<br />L-' " "
<br />L VARIES K 3 t3 FlUTID POST I,/AX.
<br />(SEE TABLE) HGT.=1t fOR 120 !.\PH
<br />WINO YrLOCITY
<br />I
<br />
<br />SiNGLE CARPCRT
<br />
<br />
<br />NOTE: fiBER YES!i CONCRE TE DctS
<br />NOT REOOIRE iIlRE !.IESH
<br />Fl.A T SlOPE / NO rOOTING
<br />o - 2'/12'
<br />
<br />YOOERA TE SlCf~ Fool;NO
<br />Z"/12" - I' - 10'
<br />SLAB DETAILS ADDRESSiNG EROSiON
<br />
<br />94-uOOoL1
<br />
<br />STtEP SlOFE FooT:NG
<br />> l' - 10'
<br />J,tEETS THE REOOI"'~"E" S
<br />CFc....! ,,~ "
<br />A?TE.q 1205S8C 1991 EC\...
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