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<br />/ <br /> <br />ANOi~ "'" TH HEADffi ~ANNn. <br /> <br />~ <br />U <br />~ <br />(II <br />~ <br />(/l <br />o <br />J: <br /> <br /> <br />r.no s;> m BOJ,j <br />surCT L fR1).l <br />T ASU: 2 <br /> <br />wooo FlWoIE SHED w / <br />2Ax.. P1<(SSlJR( TREArED <br />P1N[ ptATE: AN01~ TO <br />COOO<fTt W/ 1/.. <br />ARl8XlNO<f TE F AS TEN ERS <br />o .'-0. O.C. <br /> <br />F'RCN T Wm. 8(AJ.I SELECT <br />L F'RCU TAStE 2 <br /> <br />SHAOlNG 'T"rn t DENOTES <br />EXTERl~ POS T R1Xf'. AA!A <br />sa: T....au: . <br /> <br />SC'iADING TYP( U . <br />OE:NOT!S IN~~ <br />POST 1oIAX. ROOl'" AA!A <br />~E T.lSU: . <br /> <br />~W .L W-J.[ <br />1- W/2 -L- 'It -J, 'N/2+(>>J. <br /> <br />Io4JN. 3",d",.o.~. 11-!RU <br />SIX TED TO HEAO(R PeST <br />AN~O TO COOCRtT! <br />sc:e: O€T All. T'11'1CA!. <br />REQlJIREO PeST <br />DOUBLE CARPORT 'MTI-i CEN TER POST <br /> <br />J- REC(MNO CHANNEL <br />AN01~ W/ J EACH <br />f3 $)"IS P€R FOOT " <br />~ <br />a <br />~ <br />'" <br /> <br />~ <br /> <br />----- <br /> <br />2"~_ !.lID SPAN B€.IJA <br />SiMPLE: SPAN <br />TABU: 2 <br /> <br />TASU: 1 <br /> <br />ROO=' P,A,.';(LS SPA~ '-1":.\ <br />CARRlER 8€AM <br />- <br />.3"xJ" POST <br /> <br />2500 PSI COOCRtTE: w/ <br />5x6 ~lO(O WoRE l.IESH <br />0V"t.R VAPOR BARRiER <br /> <br />i 3 1/2" C()NO'(TE SlAB <br />.L <br /> <br />.L <br /> <br />VARIES <br /> <br />SEcnON THROUGH CARPORT <br /> <br />ANCHOR 'MTH HEAOE~ CHA.....Nt:l <br /> <br />2"x_" ctNTER <br />PURUN ev.u S:€:U:CT <br />'1.: FROY T A8Lr 2 <br /> <br /> <br />Al.. T!RNA T!; <br />'NO(;() FRAhlE S}i(O W / <br />2"x." PRiSSURE TREAT(!) <br />P1NE ptA T! AN010R TO <br />cooc. W/I/." COOC. <br />FASTENERS .'-0'" O.C. <br /> <br />\.oJ <br />c.: <br />~ <br />U <br />::J <br />~ <br />(/l <br />~ <br />CIl <br />o <br />J: <br /><.) <br />Z <br />>= <br />~ SillCT S(AlI <br />t..J ~ rAa.E 2 <br />~ rrft I <br />SC:E TABlE. <br /> <br />FRONT WALL B(AM <br />SOl: C T L FROlo/ TABU: 2 <br /> <br />SHAl)NG T'fP€ , <br />'L sa TASLE: · <br />f--W L W-J. <br /> <br />1- W/2 J..-- ~ --J 'N/2 + O.H. <br /> <br />DOUBLE CARPORT WITHOUT CENTER POST <br /> <br />REcrJ'-'NC CHANNEL " <br /> <br />2"x____ LAIO SPAN e:€AM <br />~E SiMPlE SPAN <br /> <br />~ <br /> <br />t..J <br />a: <br />~ <br />U <br />:) <br />a: <br />.... <br />V' <br />.... <br />V' <br />'f J <br /> <br />J"~.3"xO.06" MST <br /> <br />/ 2500 PSI C()NCRf: TE W / <br />6~ \l.€LI)(D 'MRE I.lESH <br />O~R VAPOR BAR.'!iER <br /> <br />3 '/2- CONCllETt SlAB <br /> <br />ROOf' P,l.NElS SPAcr !.lAY. <br />SEE TASLE' ______ <br />TABLE. <br /> <br />S?A~ LA AX. <br /> <br />J4 <br /> <br />VARIES <br />SECTION THROUGH CARPORT <br /> <br />00 r.OT 8l00< <br />fiRE DJT '1'lINOOW <br /> <br /> <br />~O VARIES <br /> <br />~ <br />U <br />::J <br />~ <br />(/l <br />~ <br />(II <br />o <br />J: <br /><.) <br />~ "..". v ARlt$ <br />(/l <br />B ~ <br />\.oJ <br />s<:e: TABLE l ~ <br /> <br />2" x _ FROO T WAlL SUJ,I <br />snECT 'to' fROIof TABU: 2 <br /> <br />uS( \. . 'if /2 + O.H.. <br /> <br />3"xJ- flUTED POST "'AX. HeT. <br />12'-0" F~ 120 t.(?H ~LOOTY <br /> <br />SlNCLE CARPORT <br /> <br />2" x _ ~oo PER TABLE <br /> <br /> <br />AN01~ I" x 2" ,.0.04." PlAT! <br />TO CONCRtTE \IIllii 1/." x 2 1/2" <br />CONCRETE ,l.NCHQRS 'Mil-llN 6" 'Y <br />EACH SIO( 'Y EACH PeST 0 2." <br />O.c. lAAX. ~ 'lliROOCH ANCt! 0 <br />2." O.c. t.lAX.' <br /> <br />lAIN. 3 1/2~ sua 2500 PSI COOC. <br />6.6-1 Ox1 0 W. 'N.M. ~ F&R LAESH <br /> <br />3 110 x I" $US INTO SCREW SlOTS <br />I" x 2" EXTRUSlW <br />/ 1 1/8" 1dIN.. IN COOo=:ETt <br /> <br />POST TO BASE AND POST TO BEAM DETAIL <br /> <br />ptA T! TO ec: S~E WALL <br />11-!loo.ESS AS ev..w <br />PlA Tt CAN 8E INSlOE: OR <br />0lJ TSlOE: 8UJ,l OR LAP C1.J T <br />ee:AM SPUct SHALL ee: MIN. <br />Of' d-1/2" H(IQ1T AND <br />2(d-t/2"> IN L(NClii <br />l.liN. SCREl'iS PER SPUct <br />TOTAl.. I S<< 'Y spua: <br />2" x ." . I 2 <br />2" x 5" . I 2 <br />2" x 6" . / 2 <br />2"xr 6/3 <br />2" l( 8" 8 I . <br />2" x 9" 10 / 5 <br /> <br />SPtlc( TO 8E LOCATED 1/. TO 1/3 <br />ee:AM $?AN AND STAGC(RB) EACH <br />S10( OF SHF IotA TING 8€AJ.l <br /> <br />-r d-l/'21- d 'iF <br />1 <br />dfv2" d-HElGl-tT 'Y BEAM <br />+ + 1 <br /> <br />,. !olAX. <br />O(NOTES SCREW PATTERN <br />NOT NlJ'-IBffi 'Y sa;:(W$ <br />TYPICAL BEAM $PUCE DETAIL <br /> <br />~/. <br /> <br /> <br />J/." <br /> <br />r <br /> <br />2.- <br /> <br />L <br /> <br />/ <br /> <br />TIY ~ (;R).O( <br /> <br />POST IN OJNO'ETE <br />W/ ,. 0lA. BAR <br />12" LeNO <br /> <br />NeTE; NO fooTLNO RE001 Rt(' EXCtPT ~::N ADORtSSI'4G EROSION <br />POlJREO CONCRETE 2' -0' I.4IN. '~IN. 2500 PSI OJNC. w/ <br />/"" 8U~ SlOPE 0.6-'Ox'0 'Ii.N. l.iESH OR <br />REfER TO TABlE 5 r I f'l8(R t.lESH T'rP1CAL <br />~~ J I i5 BAR CONT. 1 f4 SAR CON <br />"/2'~ "...~ _~ <br />,.,~ ::O(~~~~~ c<I~ -# <br /> <br />f"lA T SV)f'E / NO fCOTiNG t.lOOO~A TE SlOP~ fOOTiNG ST(EP SlOPE: fOOTiNG <br />o - 2-/12" 2'/12' - "-10' > "-10' <br /> <br />SLA3 DETAILS ADDRESSING EROSION JOB N.A.ME <br /> <br /> <br />~"x~" flUTED ~T <br />'HRA?ffD W / rE:L T PAPER <br /> <br /> <br />3/8" xJ , /2' BOl T <br /> <br />80 lB. 2~ PSI <br />CONCRf:TE F'RE-I.'JX <br /> <br />~"x3" BAS! <br /> <br />r <br />o <br />L .) <br />LL-lY <br /> <br />;. ". .... .,' ....:... . <br />r- '.~..":.,'.",:~ ':',~:. ~';.. <br /> <br /> <br />~ L- 10" --.i <br />"- <br />AWMINUM CONvt:NT10NAL CONSTRUCTiO:'-/ <br />PORCH POST CONNEC~ON <br /> <br />ISOLA TED FOOTING <br /> <br />S('E COONECTiOO OE:TAJl <br /> <br />w <br />~ <br />J: <br />w <br />...J <br />8 <br />:J <br />\.) <br />~ <br />V' <br />X <br />\.oJ <br /> <br />12. x P AN (sa CHARTS) USi 'W' TO <br />Sfi(CT P.A.'l f~ R!Q(JIREO $?AN <br /> <br />2" x 2" x 0.04." AlUWlNU\,/ ~ <br />2" x .. 0 2." o.c. Llfl,l8(R <br /> <br />STR1.ICMW. GAAOE: THERSolAl PlY <br />\OlITH SlO4NG <br /> <br />SHE:O IS rRAMEO WALL A Ti A01ED TO <br />HOST STR1XTUR( <br /> <br />I/Z" L-B<<.TS FOR 2" x." P.T. PlAT! <br />OR COOCRETE A.~ 0 .'-0" O.c. <br /> <br />...,., I" VARiES <br />F~ FROOT 8(.lj,j U~ 'I.:-W/2+0.H. <br /> <br />stE CONCRETE ~T).JLS <br />UTlU1l' SHED AND CARPORT WALL SECTION <br /> <br />NO TES: <br />1. AN~ Pm5 TO HEADER CHANI'El 'MTH (3) #10 x 1/2" S.W.s. wi WASHER. <br />2. ANO<R PANS TO ROOF' S(AUS .....TH (J) 110 x 1/2" SJA.S. w/ wASl-i(R. <br />3. AN~ C1X.UI./N TO COOCRf:TE flOO'l 'MTH 2-1/." x J" ~T! ANCH~. <br />.. AN~ C1X.Ul./N TO 8AS:€: PlATt 'MTH 1-1/." S.S. B<<.T <br /> <br /> <br />SH CONNEcnw OETAil <br /> <br />2" x ." LU!.48(R Tc.:> PLAre: ....TH ROOf <br /> <br />w <br />~ <br />J: <br />w <br />...J <br />8 <br />2 <br />\.) <br />Z <br />>= <br />V' <br />X <br />w <br /> <br />(j <br />o <br /> <br />. <br />. <br />C'< <br />o <br />V' <br />o <br />2 <br />V' <br /> <br />2" x 2" x 0,1}<<" AlUIolIN1.;Ll ~ <br />2" x ." 0 2." O.C. lU\lBER <br /> <br />S T'R1JCTURAL (;R).D( 11-!ER!ol).l. Pl '( <br />""'11-! SJOING <br /> <br />. <br />. <br /> <br />" <br /> <br />2" x ." P. T,P. PlAT! 'MTH 3/8"x. 1/2" <br />CONCREre: ,l.N01~ <br /> <br />I <br />C'< <br /> <br />SEE CCNCRETE CETAlLS <br />SECil0N THROUCH UTllI1l' ROOM <br /> <br />FASTENEO O(TtR\.\lN(Q <br />8Asro ON CONSTRUCTiOO <br />(A HOST STRUCTURE <br /> <br />pm ~ ~POSlre: PANELS. <br />/ use: COOROSlON RE:SlSTM:~. PANS <br />ANCHORm 'N/ f10XI/2" 0 Jf?AN INTO <br />REC8'<1~ ~AANEL ANO I f10...'/2" 0 <br />R1OC-E CAP CONNECTION TO Rf.:a;I'<lNG <br />CHANNel.. COolPOSl re: PANELS US( <br />1/."x t+l/Z" v.tTH II." WASHERS SCREW <br />THROOCH REroV1NG CHANNEL fROI.f TOP <br />CAUL!< AU C(lNNECTIOOS. <br /> <br />EXTRUOE: D OR 6RE AJ<l.lE:T A!. HEADER <br />0,03Z. !olIN. <br /> <br /> <br />ca.lNECl1QN REoolRED <br />(sa DETAIL) <br /> <br />CONNECTION TO HOST STRUCTURE <br />HOST STRVCTUR! OR FAOA & SliB-fAOA COONECTiON REoolRElJENTS fOR vARlOOS <br />L~ COO~i100s lOAD CONClTIONS <br />ClASS ROC4.4S 'MNO ~lOOTY LOADS OE:AD + UVC: lOADS <br />HOST STRuCTURE 100 lolPH 110 !.4PH 12Q I.lPH Z21/S1 n,;s; ~71/SF <br />I. COOCRti! 1/..xl-1/8" COOCRE:T'e: SCREWS 0 12" 0,c.------>2 0 ,. O.c. <br />2. WOOO fRAAE 1/."><2" LAC SCREWS 0 6" O.c.------------>2 0 ,- O,C. <br />SCREEN, V1N'Tt. ANO CARP~TS . <br />HOST STRUCTURE 100 MPH 110 !.4PH 120 t.lPH 221/Sf 321/Sf 571/Sf" <br />1. CONCRETE 1/."xl-l/8" COOCRf:Tt SCRE'NS 0 12" O,C.------>2 0 ,. O.C. <br />2, WQQO fRAAE 1/4"~2" LAO SCRE'NS 0 12" 0.C.----------->2 0 I' O.C. <br />NOrES: WQ/Xl STRUCTURES SHOUt.D CONNECT TO TRUSS BUTTS OR 11-!E $liB FACIA <br />fRA.LAJNG 'NHERE POSSiBLE ONLY 15~ Of' SCRE'NS CAN 8E OUTSlOE THe: <br />TRUSS 8UTTS/S1J8 FAOA A.~O THOSE: ARE:.AS SHALL HAVE: OOlJSLE: A.~Cri~S <br />AlL SCR(.tl($ INTO friE: HOST STRUCTURE SHAlL HAVE: 1041N 1-1/." WASHERS <br />OR SHALL 8€ WASriER HEADED SCREWS. <br /> <br />ADDRESS <br /> <br />~ (/l <br />;z; <O~ <br />- -~ <br />~ f5~ :t <br />~a ~Ci: ~ <br />iE~ Q~ ~ <br />5~ OVl ~ i <br />j3 ~~ : ~ <br />ow ",,3 8 ~ <br />~iE ~o u::> <br />Vl5ri1\.oJj \.) 'Q <br />~o~ @w., ~ ;:g <br />~wu ...JIl'::J 0 I <br />VI \')~I 3~" <br />o<~ ZuO a:I Zw <br />~a:I~ O::J- wo <br />Wo =~e ~ 2a <br />~~-i ffi~~ ~ ~ <br />""A i5 0" j: 0. Wu <br />ill;:;'" O::ZU 0( Wz <br />"";l;W <aU Z 0< <br />~~i: ~3~ ~ ~~ <br />:I:a:~ ....U.. 0 ><,., <br />1"'00 Vl11iv a:l1::~ <br />..: ('oj"'; <br /> <br />tJ) <br />a: <br />UJ <br />:> <br />o <br /><.:> <br />o <br />w <br />J: <br /><.> <br />< <br />l- <br />:- <br />< <br /> <br />~ <br />@S <br />.... <br />~~ <br />C'~ <br />~~ <br />@l~ <br />@~ ~~ <br />~ ~~ <br />~~ ~~~ <br />W -....1/'\ <br />@l 0 5~~ <br />~ I Ii 6,!. <br />0:: o:l . '" ~ <br />r.J\i:::l~~~"" <br />l2'z...~w-;- <br /> <br />=wg5g~ <br />...J./ . ~ a x <br />~qo.:j< <br />/. 0..... "- <br /> <br /> <br />$HEE T f <br /> <br />1] <br /> <br />;.e <br /> <br />DRAWING I 'i. ~OR 1 PER.\i1T ON! <br />