<br />NOn:: CONTRACTOR SH~ll PRO\1DE: \1RiF1CA nON THAT THE HOST STRUCTURE IS STRUCTURALLY
<br />COMPARABLE TO T'riE STRUCTURE SHO'liN, (M08ILE HWE OR CCNVENTlCNAl CONSTRUCTION)
<br />
<br />HOST
<br />S mue TVRE
<br />OR F AClA
<br />
<br />PAN CR CC~POSl T( PANELS. USE CORROSION
<br />RESlSTIVE SC?E'h"5. PANS ANCHORED 'IllrH 110
<br />. '/2" ~ 3/ PA.~ iNTO REC(:i\1NC CHA,~NtL AND
<br />1 1'0 ( 1/2" I) RIOC( CAP COI,NECTION TO
<br />REWw,c CHA.~NEL CCMPCSiT( pA.~m US{
<br />1/4' x (t+l/2"> LAG SCR[.v5 'MT1-i 1/4' '^ASoYERS
<br />TriROOCl1R(W\1NC CHA.~~,El FROY TCP,
<br />CAUU< ALL CONNECTIONS.
<br />
<br />1:=5
<br />
<br />
<br />
<br />_________ EXTRUC€O OR BR[AK\4ETAl
<br />H(AOCR 0032" !.IiN,
<br />
<br />FASTENER DE~R\liND
<br />8ASiC eN CCNS T~\jC TlO",
<br />or HOST STRUCTURE
<br />CON~ECT10N TO HOST STRUCTURE
<br />
<br />!)
<br />
<br />w
<br />a:
<br />2
<br />u
<br />::>
<br />2:
<br />"'
<br />l-
<br />V'>
<br />o
<br />:J:
<br /><.>
<br />z:
<br /><=
<br />c,
<br />X
<br />w
<br />
<br />110 ( ("t'+1 1/2") ~~~
<br />1 '/4' WASHER I) 4" DC !.I:,~.
<br />
<br />SHADING mE II DU/OTES
<br />INTERIOR POST !.lAX, ROC. AREA
<br />SEE TABLE 4
<br />
<br />~-----
<br />:~~
<br />- r- -- ~
<br />
<br />~r~>
<br />
<br />J" ~~
<br />
<br />3 110., 1/2" 9JS PER PAN PA.':El
<br />MTH 3/4" WASHER CR
<br />3 110x' 1/2" WASHER HEADED SCR(',I')
<br />
<br />UPLIfT STRAPPiNG EACH ST1JO
<br />O,0425'x1 1/4' !.4O€llE HOME STRAPPiNG
<br />NAILED 'Mf~ IB<J C~\'/\4(Jl 3 PER SiDE
<br />CR ,3d ClJN NAilS 3 PER SIDE
<br />STRAP SHALL BE 5' EACH $lDE AND
<br />corH1NUOOS OVER frlE S TlJO
<br />
<br />
<br />D\'<A BCtT
<br />
<br />NOT'(: 'M1ERE '/2' CJX Pl.Y'/KJOO IS USED FRA!.liNG Si1AlL BE I) 24' OC, !.IiN
<br />wi NAil PATTERN PlY'/IOOO TO STVOS I&J CCMMON 5' oe. 0 EDGE
<br />AN\) 12" oe. F:aD, '.'HERE 3/16' STR'JCT'JR~L !1iERMAL PLY SlDiNG
<br />IS U'XD FR,~:~I~G SiH~LL BE 15' o,e. 'N/ 1 1/2" ROOFING NAilS 0
<br />3" 0', EDCE At4Q 12" oe. Fino
<br />
<br />UPLIFT STRAPPINr; DETAIL
<br />
<br />2' x ___ EX TRVSlON
<br />
<br />~E~T~8lE 2
<br />
<br />3 - ,. f10 $),lS ~
<br />IN SeREN StOTS 2'. __ EXTRUSION
<br />IlIN. 3 1/2" eONC. PER SPA.N TABLE
<br />sua w/ 5x5 10/10 \ 1'~2" EXffilJSI(Jl
<br />'^'/N OR F'BER IOESd A."CHCR ,'x2',0044'
<br />?LA rE ro CONCRE TE
<br />'MT'rl '/4"x2 1/2"
<br />FASTENERS 5' EACH
<br />POST TO BASE AND SIDE Of' POST 24'
<br />POST TO BEAtA DETAIL OC. !.lAX.
<br />
<br />/
<br />
<br />I
<br />
<br />
<br />24'
<br />
<br />1-
<br />
<br />3 '/2"
<br />
<br />IJ
<br />
<br />
<br />15'
<br />
<br />3" REW<1NG eHI..~':fL
<br />ANCHORS ~TH 3 EACH
<br />i3 5,1,/$ PER F 00 r
<br />"
<br />
<br />TOP Of GRAD€:
<br />
<br />3'xl' FLUTED POST
<br />\\\lAPPED '/1/ FEU PAPER
<br />
<br />3ja' xl '/2' 8et T
<br />80 L3, 2500 PSl
<br />CONCRETE PREM. X
<br />
<br />3'xJ' BASE
<br />
<br />l
<br />,
<br />
<br />ALUl,liNljIA CONV(~Tl0NAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />-!. ~/ POORED CONCRETE
<br />
<br />D~/
<br />1 W'" RUER TO TABLE 5
<br />
<br />ISOLATED FOOTING
<br />
<br />~'[: -:lit HOST S1'R'JC11JRE ~u'jT BE CAPAatE Cf ::VF'P'J<TINC T'tiE !IJ.~Y:M:Y STR\JC11JRt TO BE ATHO<ED 10 TH( HOST STR\JC11JRt. GENE~!lJ.LY TIi(
<br />COM)lT'CN Cf THE [XlST:N, S11l1"C11JRt IolU I~O!CA T'E n'E S:?UCMES CAPA!31UTY, THE FCUC.,NC CONOITICNS;\'OST STR\JC11JRfS Aiit CAPABLE
<br />Cf ::VF'POH,~C 11<( !IJ.~Y:'llJll SlRUC11JRt '0 BE Ar:ACliED:
<br />
<br />1. YASO-Pf 'HAllS. 2". " FRA.\IE CC"ST?<xnO'lI<AUS. PRf EN-:;!'HRtO 'i<<XO Ti?USSl:S '11/ A 2". 6' ::va FAOA A,'iO A T?'JS'> O,':RHA,4C at uP
<br />TO 4', A,<;O!CR ,l,T'Av..(~T Cf T:-;<; ALI;YI,'<\;Y S:R'JCT\:i'E 1liRC\!CH rci( " fACtA TO T'tiE TR\JSS lJl,Jns ''III A YA\:lJ\JY at 4' Ti?USS C,gHA.~C
<br />
<br />2. ~OOLE HC\l(S ~A.4I;rACl'J"'l:O AfTH \ge4 ".~o 8I-'LT TO Tl<( 1,54 ~t;O ST/.NC~S '1l\<(R( TH(4.4CliCllS ,lJl( INTO TciE rll1JSS ilIJns.
<br />
<br />1 CO'101TIONS ~OT CC'..{RtD AOO,{ ~AlL BE RE''';:.O BY M E~C;NlIR TO ctTERlJi.'.E ;)<E HOST STR\JC11JRf ADEC4..ACY,
<br />
<br />4, ALL TR\JSS SysT(!;S SH!lJ.l HA',{ A ~U:lJ\J" srAc;.~C Cf 24' Oc.
<br />
<br />S. U(€llE HClJES I'OT COllfOl'mc TO M: ST.\.NCAiltS ABN: SfiALL HA',( A sn; ::VPPCRTINC FA.~E AOJACl:NT TO T\;( ~C€flE HQl.IE :~ liU C(
<br />CON~.(Cl'N-:; TO M: U(BllL
<br />
<br />
<br />I A,~Qj~M~ hE'D(~ ClH,A,~~<:L
<br />
<br />-+
<br />
<br />I
<br />L
<br />
<br />"2'x___'
<br />cr~ T[R PGR\.''1
<br />BW.c SmCT l'
<br />f RO'.c T A3lE 2
<br />
<br />..........
<br />
<br />AL :(R~A TE:
<br />'/IIYJ) FiA:.o( SHEDM rrl 2"x4'
<br />?RESSlJP( i?€A:ED PINE
<br />?LA TE ANC-1CR TO CONCRE T(
<br />\v.TH 1/4' CCNC2ETE
<br />FASTp.(RS 4'-0' O,C.
<br />
<br />DOC-i
<br />
<br />V/(fJ) FRA).,( SiHED ',~~ 2"(4'
<br />PRESSU;;:( i~EA TID P,~E PlA1!
<br />A'IC<CR TO CONOETE 'i1lr~
<br />1/4' CC~iCRET[ FAS~~ERS
<br />.} 4'-0' o,e.
<br />
<br />w
<br />a:
<br />;:::>
<br />U
<br />::>
<br />2:
<br />V'>
<br />I-
<br />VI
<br />o
<br />:J:
<br /><.>
<br />z:
<br /><=
<br />V'>
<br />X
<br />u.J
<br />
<br />,,'0 9A,~ SEA,i,C
<br />smCT L FRCi.l
<br />i ABLE 2
<br />
<br />
<br />FRON T:\'All 80M S!:lECT
<br />L fROII TABLE 2
<br />
<br />FRO~H Mll BEA'J SELECT
<br />L FRC'.l TABLE 2
<br />
<br />SELECT BEA\I /
<br />FRC\A TABLE 2
<br />
<br />-
<br />
<br />SHADiNG mE I
<br />S!:E TA3lE 4
<br />
<br />SHAD''1G TY?E , CENOTES
<br />EXTIR::)R POST ROOf AREA
<br />SEE T ~BlE 4
<br />
<br />SHADiNG TY?( II
<br />S!:E P3lE 4
<br />CA, R;ER BEA:.c
<br />l
<br />1
<br />
<br />III
<br />
<br />k-J
<br />
<br />L
<br />,
<br />
<br />---1
<br />
<br />j 'N
<br />'/1/2 }
<br />
<br />'N
<br />
<br />/I
<br />
<br />
<br />2' x !.II) S?A,N
<br />/ BEAM -s[ES:!.IPlE Sf'!..N
<br />TABLE 2
<br />
<br />DETAil
<br />
<br />2" x ___ !.lID SP A,'l
<br />/ BEAU Si:E Sl1.lPlE 9A."
<br />TABLE 2
<br />
<br />REW'liNG ~A.~~iEL
<br />"-
<br />
<br />1;:!
<br />G Roor? ANEL S
<br />;g S!:E TABLE ,
<br />V'>
<br />8 SP Acr MAX.
<br />:J:
<br />
<br />3 1/2' CONa<tTE StAB
<br />
<br />3" x 3" x 0,06' POST
<br />
<br />w
<br />'"
<br />G TABLE'
<br />;g ROOF P!..\ELS
<br />~ CARR:ER SEA\l ./
<br />
<br />g 3"x3" POST /
<br />
<br />d
<br />
<br />VARIES
<br />
<br />-y
<br />J.
<br />}!
<br />
<br />Sf'Acr !;AX.
<br />T ABlU- ---
<br />
<br />2500 PSl CQNCRET! '11/
<br />E ,5 \l8.D[o '.~RE !.IESiH
<br />C\tR vAPCR 8ARRi[:l
<br />
<br />2500 PSl CONCPm '!I1fM
<br />E,5 '/.fLDD '/liRE I.IESH
<br />O'.{:R VAPOR BAF:R:ER
<br />
<br />SPACE IlAX. ___
<br />
<br />3 1/2" CO'1CRE TE StAB
<br />
<br />j
<br />
<br />+
<br />
<br />VARIES
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />SECTiON THROUGH CARPORT
<br />
<br />S!:E CON"'ECTION DETAIL
<br />12"x PA." (s(E CHARTS) us{ "I( TO
<br />/ SELECT PA,~ FOR REOOIRED 9A."
<br />SHD IS fRAI,;EO 'HALL
<br />A mCHED TO HOST
<br />STRUC1\JRE
<br />
<br />
<br />UPI.:FT STRA?PING DETAIL
<br />2'x.' LUl.lB(R TOP PlATE
<br />'IIITH RQ(1' A30\t
<br />
<br />DO NOT BLOCK
<br />I FIRE EXlTM~OCII
<br />/"O',{:RHA....G VARit$
<br />8'(12' unuTY /"
<br />SHm 2' ( 4' 2" x F,CtiT 'f/AlL BEA~
<br />w 2"-0' 0 e. SHEeT L FRC'.l TABLE 2
<br />2 DOOR
<br />u
<br />~
<br />V'>
<br />l-
<br />V'>
<br />o
<br />:J:
<br />~
<br />z:
<br /><=
<br />V'>
<br />X
<br />w
<br />
<br />
<br />w
<br /><3
<br />:J: .
<br />~
<br />~
<br />
<br />~jOT[;
<br />1. ANCHOR ?A.~S TO HEADER CHA.~NEL '/1/
<br />J '10 . '/2' '/1/ WASHER.
<br />2. ANCHOR PANS TO ROOF SEAMS '11/
<br />J 110 x 1/2' '/1/ V.ASl-1n.
<br />3. A."CHOR PL~ Tt TO CONeRE TE flOOR '1//
<br />3/8' . J '/2" O)1>lA Bet is 0 30' O.C.
<br />4. S1lJDS TO BE ~ 16' O.C. 3' EDCES
<br />6' O!<I rlELO , 1/4' CAL RCW".liNG NAilS
<br />
<br />-!-
<br />
<br />~ feR F~C~T BEA~
<br />:J: USE: 'L'='/l/Z+O,H,
<br />
<br />2' '2\OC44' ALL'\I. OR '::j
<br />2'x4' i) H" O,C. LL'MBE~ 8
<br />STRUCT1JR,~L GRADE ~
<br />THERMAL PI. Y 'MTH SlOi'1C ~
<br />1/2' L-BOLTS FOR 2",4' B :~
<br />/ PT ~ATE ~R SONCRET[ N
<br />ANCHORS 4 -0 O,C.
<br />
<br />US( 'L' = 'N/2 + O.H.
<br />
<br />'::j
<br />8
<br />~
<br /><.>
<br />z:
<br />~ ''//,' VAP'ES
<br />1:5 5,5-10/10 'IM.c
<br />"
<br />
<br />V>
<br />C
<br />~
<br />V>
<br />
<br />"If
<br />VARIES
<br />
<br />3',3" FLUTID PCST !;AX.
<br />HGT,=12" FOR 120 \lPH
<br />\\1~O VELOCi TY
<br />
<br />2'x4' Pi? i'tAT[
<br />'N/ 3/3\. f/t
<br />CONC. A.~CHCRS
<br />
<br />UPUFT S TRA?PING DETAIL
<br />
<br />L 'I!..RiES
<br />(Sl:E TABLE)
<br />
<br />
<br />UTILITY SHED AND CARPORT WALL SECTION
<br />
<br />.} '(2' \liS. CONCRET! (5[E DETAILS)
<br />SECTION THROUGH UTILITY ROOM
<br />
<br />SiNGLE CARPORT
<br />
<br />
<br />~i'l, 2500 PSl CONC. '!11TH 5 x 5 '/tUDtD 'MRE:
<br />
<br />NOTE: FIBER i.lESH CONCRtTE DCtS
<br />NOT R(CI,;iR( '.l:RE MESiH
<br />FLA T StOP( / ~K) Foont.c
<br />o - 2'/12'
<br />
<br />J ' #') BAR CCNT,
<br />a,'~r, ",..'it~~.-~,,':'-
<br />,"" n;,~"''''-='C1!
<br />~ '='~ ~'1fe~i1
<br />
<br />94-u0004
<br />
<br />
<br />S
<br />1.'0-
<br />
<br />IJCCERA:E stCft FOCTI~JG
<br />2'/'2" - ,. - 10'
<br />SLAB DETAILS ADDRESSiNG EROSION
<br />
<br />~
<br />
<br />C A :t Rt<l"Cl<S 0-<
<br />
<br />~~
<br />
<br />'st, 'st
<br />4:0"'2
<br />"'2:'='4:
<br />i:ii.3~
<br /><'-" VI..,
<br />:5"'~'C~
<br />V'II-X~o.
<br />~~Ba'-!
<br />..~xa;iX5
<br />O"'i]!>-
<br />80ar: ~.
<br />'~w~w
<br />3t::~>~vi
<br /><5~",...'-~
<br />u,~)-o;:J::
<br />"JiX5~~t;o
<br />~ -<,..
<br />",'..J~o"'i?5
<br />~!jo;:::5'-'
<br />ozbi~< 4:
<br />ZW:J ~
<br /><~ ..,
<br />o:5i3,-o~
<br />;::: ~;!;o:J
<br />aO ..~5
<br /><:51:: og",
<br />'2"'~"'~
<br />::;~~~~~
<br /><g;,31t~_
<br />
<br />l;/lti"l
<br />-c..I
<br />~E
<br />
<br />t3~
<br />z-
<br />~el
<br />25'-
<br />bi~
<br />....0
<br />,Ei3
<br />;;'li
<br />]!3
<br />9~
<br />~8
<br />OW
<br />g:~f
<br /><'>:j 0
<br />5!.,z 5~
<br />t::l"'''''
<br /><:aW
<br />(}~~
<br />zo~
<br />~~ei
<br />a:t;V"
<br />
<br />en
<br />ex:
<br />LlJ
<br />>
<br />o
<br />o
<br />o
<br />:J
<br />o
<br />en
<br />
<br />~
<br />@,
<br />
<br />~~
<br />J--'
<br />O!
<br />.5
<br />, W
<br />DO ~ ~
<br />
<br />~ ~ t{
<br />~...<
<br />
<br />~~ij~
<br />'~<i.
<br />~ .....
<br />...Cj....
<br />. , , ~ l'
<br />~::' s;e
<br />~ r~
<br />
<br />~'
<br />
<br />
<br />9-<([11
<br />
<br />~
<br />
<br />Cf 3
<br />
|