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<br />DA T[ R[VlS/CflS CHK <br />1 94 <br /> <br />AlUMINUI.l CO'A:R <br />/' (Sn CONNECTION TO HOST STRlJCTUR{) <br />/" <br /> <br />18 , ,. WC<<J SCRtWS 'M111 <br />5/8. WASHERS 3 PER PANEL <br /> <br />(3) C(NTER LE()(;(R PIER <br />@) 2",S' JOIST HANCl:R EACH END <br />C9 BRIOCINC 48" 0 C. <br />HOST STRVCnJRE <br /> <br />fRA),IE AND AlUI.lINUI.I <br />SCREEN, ."NY\. OR GlASS WALL <br />SH DETAilS Sl:CTION 2 OR S <br /> <br />DOUBLE CARPORT <br /> <br />SINGlE CARPORT <br /> <br /> <br /> <br />y <br />f <br />II <br />II <br />II <br />II <br />II <br />A,~ W/2+0.H. <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />R <br /> <br />y <br />f <br />II <br />II <br />II <br />II O'A:RHANG VARIES <br />II <br />A,J)W/2 A,=W/2 <br /> <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />R <br /> <br />y y <br />f W ~ <br />:: t.lOO0-SlOPED ROCf :: <br />II <br />O'A:RHANG VARIES II <br />II <br />t A=W/2+~~. <br />II <br /> <br />~ <br /> <br />w <br /> <br />W <br /> <br /> <br />. ___ HURRICA~E ANCHORS AND AlTtRNATt <br />STUDS TOP AND BOTTOll <br /> <br />2\4. TCP PtATE PRESSURE / <br />TREA TtD PINE <br /> <br />2',4. STUDS <br /> <br />S/8" Pl YWOCIJ <br />f AC( CRAJN <br />PERPENDICULAR <br />TO JOIST <br /> <br /> <br />N <br /> <br />N <br /> <br />II <br />II <br />AJJW/2+0H <br /> <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II II <br />1~ R <br /> <br />r-- SHADING D(NOTtS MAX. ROCf AREA <br />fOR Cex.UlJNS ANO fOOTINGS <br /> <br />'" w <br /><6zZ <br />~~ig~ <br />~~~~~ <br />_:t::fo <br />~~.-.-~ <br />"'>-33-' <br />5<i!:i!:i>S <br />o~~~~ <br />~~~3u <br />l-I-Z~:::tvi <br />~~~o;~ <br />:J~i~G~ <br />:;( , --<)- <br />~w:!::5::1~ <br />~tlR"'~u <br />~3~H~< <br />!i ~w'-' <br />5:5~~V'~ <br />~ 8-~::> <br />;2~1i: .V'5 <br />5/:8~gV' <br />~ei~~~ <br />::;~tl~ow <br /><lfi5~~j; <br /> <br />lj <br />co <br />~ <br /> <br />lj <br />co <br />~ <br /> <br />2 iNTtRNAL l's OR <br />RECEIWiG CHANNEL <br />2 1/4' LJiAMETtR Bex. TS <br />EACH ANGLE <br /> <br />:E~ <br /> <br />V'V' <br />~ w <br />t:J~ <br />"'~ <br />\i~ <br />~~ <br />;5"- <br />~~ <br />ww <br />:%::::1 <br />~~ <br />~a <br />alii <br />158 <br />15u <br />1f~i <br />~9~ <br />025 <br />~~~ <br />(3~~ <br />3o~ <br />w~e; <br />a:tiv" <br /> <br />J <br />z <br /><: <br />8'1 <br />::Ii <br />~ <br />co <br /> <br />z <br /><( <br />8'1 <br /> <br /> <br />4 110 , 1 1/2" SMS <br />EACH ANGlE <br /> <br />::Ii <br /><: <br />"-' <br />co <br /> <br />APPROVED SIDING AS REQUIRED \ <br /> <br />1/4' , 3' BotTS OR ~ <br />T-BotTS INTO CONC. <br />SLAB Il 24' D.C. w/ ,____ PT 2" x 4" <br />1/8"1 1/2' '/lASHERS ..------ <br />l- <br /> <br />DO All CF AlUlJiNUl.I BEAM <br />fRAMINC INTO CORNER C1' <br />WC<<J fRAMED UTIUTY SHED <br /> <br />'"' MOTH (Y!JlIES) <br />3 , /2" CONCRETE SlAB <br />NOTE: I, ALL WAU fRA),IINC IS' OC. <br />(EXC(PTION: 24" D.C. fOR <br />WOOD STORACE ROO") <br />2. PIER POST CAN B( BOLTED <br />TO SlAB OR CONTINUOUS <br />fOOTER OR HAIlE ISOlA TED <br />CONCRETE fOOTER EACH PIER <br />SEE Of; TAil <br /> <br />:f NOTt: fOR BEAId SPAN lENG111 'A. FOR <br />TABLE 2 EQUALS mE LARGER OF: A='N OR <br />A=W/2+0.H. <br /> <br />ALTERNA TE PT <br />PINE POS T <br />LE DGER SUPPOR T <br /> <br />r- <br /> <br />NOTE: CENTER STRINCl:R REQUIRED ONLY <br />If DEPTH 0' DECK EXCEEDS 10' <br /> <br />· Sl 0Pf: <br />-- <br /> <br />. SlOPE <br />-- <br />12 <br /> <br />S. 6- x 6- - 10 x 10 W';.\( <br /> <br />KN(E BRACE <br /> <br />12 <br /> <br />TYPICAL WOOD DECK <br /> <br />ALUMINUM CON'vtNTIONAL CONSTRUCTION <br />PORCH POST CONNECTiON <br />r x3. POS T TURN <br />BotTED TO ~ <br />ANCHOR RISER <br /> <br />KNEE BRACE '/2 , <br /> <br />1/2 ' <br /> <br />3 18 SMS 'M m WASHERS SlE TABlE 2 AlUMINUY PANS <br />(Pt:R 12' PAN) OR 4" o/c MAX. <br />6- 1/4' , (t + 1) 1'1/ WASHERS <br />(PER 4' PANEL) 8. o/e <br /> <br /> <br /> <br />"W" fOR Elf A!J 51 ZE <br />TABLE 2 AFTER COt.lPUTING <br />"A. lARGEST VAlUE <br /> <br />"v( fOR BEAM SIZE <br />(p AGE 5,6- 7) <br /> <br /> <br />r.I) <br />a: <br />l!J <br />> <br />o <br />o <br />o <br />::; <br />o <br />rf) <br /> <br />2 3/4' , 2 3/4. x 2 1/2' <br />lONG, 1/8. TUBING <br /> <br />1/4. TAPCON , 1 1/2' <br /> <br />SEE TABlE 3 fOR <br />NUVBER OF BOo TS <br /> <br />NOTt: KNEE BRACES ARE REQUIR{D If POST <br />IS NO T SE T IN CONCRi Tt fOOTING. <br /> <br />END VIEW SINGLE CARPORT <br /> <br />FOR BEA,1j AND POST SIZING <br />CONSUL T SCHEDULE S <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />. MIN1!.M.l SUYE SHAll Elf 1/2' PER 12. EXCEPT fOR <br />0.026" PANS fOR \'wHICH 111E SlOPE SHAll BE 3/4' <br />PER 12" fOR SPANS 111AT EXCEED 12'-0' <br /> <br />eQUlJN NOTCl1ED TO <br />SUIT SID( NOTCH C1' <br />pas T IS AllO'~ 0 <br /> <br />SEE TABlE 3 fOR NUMBER or BOoTS <br /> <br />3 1/2" CONCRETt SlAB <br /> <br />POST TO BEAf.4 <br />CONNECTlON DETAIL <br /> <br />· Sl CPE <br />-- <br />12 <br /> <br />'l/(lD(D CONNECTION <br />BASE ANCHOR EMBEDMENT <br />FOR POST TO SLAB CONNECTION <br /> <br />1/2 ' <br /> <br /> <br />1/4"x2" lAG BotT <br />2 Pt:R POST <br /> <br />1/4" x 2" lAG BOoT 1',2" TOP AND <br />2 PER POST BOTTOY Pl.ATt__ <br />-- AlUMiNUU CASTING SCREW 2' oe. - <br /> <br />POST 3' x 3' x 0125" "0 1 1/2" <br /> <br />2/ POST INTO CONCRETt POST MIN. <br />SCREEN ROOM 2 (I POST TOP AND <br />AND 2'-0' OC BOTTOM <br /> <br />~ <br />B <br /> <br />.v( FOR BEAM SIZE SEE TABLE 2 <br />AFTER COIJPUTING A lARGEST VALUE <br /> <br />2"x___ EXTRUSION ~ <br />PER SPAN TABLE . <br />~ 3-'" #10 SMS INTO SCREW SLOTS <br /> <br />6" ANCHOR '"x2"x0044 " PLATE TO <br />=-i' WOOD DECK \V / 1/4"x2 1 /2" LAG <br />SCREWS WITHIN 6" OF EACH SIDE <br />OF EACH POST @ 24" O.C. MAX. <br /> <br />@~ <br />@)~ <br />~Ol <br />~~ ~ <br />~~ ~ <br />~o-~ <br />~~~5 <br />'VIet.. <br />cx.... .~ <br />@) t:J '" bj... <br />~ ~~g~ <br />G3...J ~~ <br />c:::G !. a.. en <br /> <br />1/4" MASONRY ANCHOR <br />2/ POST INTO CONC. <br />SCREEN ROOM 2 Il <br />POST AND 2'-0' DC. <br /> <br /> <br />FRONT VIEW SINGLE OR <br />DOUBLE BAY CARPORT <br /> <br /> <br />, "x2" EXTRUSION <br /> <br />3/4" P.T. PLY'NOOO <br /> <br />DOUBLE 2"x6" SIDE PANELS <br /> <br />_I ~ PWR[D CONO<(. <br /> <br /> <br />1 .lc- L -J(* '('. REflR TO TABLE 5 <br /> <br />ALUMINUM SCREEN ROOM <br />UNDER WOOD FRAI~E PORCH <br /> <br />ALUMINUM CON'vtNTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />~_l <br />2 IS BARS (A~ WAY .' , . . . ': r <br />fOOTING PAD fOR $ POST <br /> <br />WALL TO WOOD DECK DETAIL <br /> <br /> <br /><6> IIR(;lH SOl <br />iBJ 16" I 16" , 4" C~l( PAD <br />CC I!O LBS. 2~ I'SI CCtfOl(l( <br />IJD REPl.AaD SOl <br /><D 1/4".21/4' (XPAHSlCI< BQT <br />2 (~ P(R BASI: <br /> <br />TOP C1' GRADE <br /> <br />/ <br /> <br /> <br /> <br />ISOLA TED FOOTING <br /> <br />I <br /> <br />3.d" flUTED POST <br />~APPED w/ fEU PAPER <br /> <br />3/8'd 1/2' BOoT <br />80 lB. 2500 PSI <br />CONCRETE PREMIX <br /> <br />2'-0. MIN. <br />BEfORE SlOPE <br />t <br /> <br />24" <br /> <br />MIN. 2500 PSI CONe. 'M m 6 , 6 '/,(lDED W1R{ <br />or. fiBER t.lESH TYPICAL All SlABS. <br /> <br />-l 1 15 BAR CONT. <br />8" <br /> <br /> <br />L <br /> <br />3 1/2' <br /> <br />IJ <br /> <br />3 1/2' <br /> <br /> <br />3' d" BASE <br /> <br />~ <br /> <br />NOTE FIBER t.lESH CONCRETE DotS <br />NOT R(QUIRE '!.IRE MESH <br />flA T SlOPE / NO fOOTING <br />o - t/12. <br /> <br />IS. <br /> <br />lJooERA TE SLOPE fOOTING STtEP SlOPE fOOTING <br />2"/'2' - " - 10' > I' - 10' <br />SlAB DETAilS ADDRESSING EROSION OFl.\E.ETS n.iE REOO1REMeITs <br />CHAP~EP 1205 see 1991 <br /> <br />ALUMINUM CON'vtNTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />ISQA TED fOOTER <br /> <br />~ 3 <br />