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<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 />