Laserfiche WebLink
<br />OA 1[ fi'[~S CllK <br />3 94 ctNERAL <br />9 94 GENERAL <br /> <br />,AJ.UI.tINUI.t COVER <br />/ (s(E CONNECnoo TO ~JST STRUCTURE) <br /> <br />" 0 I I" WQOO SCREWS WI TH <br />5/S" WASHERS 3 PER PANn <br /> <br />@ WfTER LEOCER PIER <br />c!) 2' d" .os T HANCtR EACH (NO <br />@ 8Rl~ 48. O.c. <br />HOS T S TRUe l\JR[ <br /> <br />DOUBLE CARPORT <br /> <br />SINGlE CARPORT <br /> <br />fRAME ANO ALUIoIINIM <br />SCR(EN. VINYl. OR GlASS WAlL <br />SEE DETM.S SEcnON 2 OR ~ <br /> <br /> <br /> <br /> <br />w <br />: <br />II <br />II <br />II <br />IIO'y{RHANC VARIES <br />II <br />A,JJW 2 <br /> <br />II <br />II <br />tl <br />tl <br />II <br />tl <br />tl <br />tl <br />JI <br />JI \\4-iEN KNEE <br />.. U <br />II 2 I 2 II Rea. PRO." <br />~---------~----- - <br /> <br />w <br /> <br />W <br /> <br /> <br />. _____ HURRICANE ANQ-I~ M) AlTERNATE <br />STUOS T~ AND BOTT~ <br /> <br />t14. T~ Pl.ATE PRESSURE / <br />TR(A T[D PINE <br /> <br />2"x4. STUOS <br /> <br />5/&"PlYWOOO <br />r Af::X. Cl'WH <br />~ <br />TO~T <br /> <br /> <br />N <br /> <br />N <br /> <br />~ ~ ~~~~O <br />~~ n~i- <br />!lC ~~~~I <br />i~ ;!:~iag <br />g ~ 5::a.j>- <br />l'l:a iji~~ <br />=~ ~~~~~~ <br />..... ~~~ca~~ <br />0"'" "C.~ 3>- <br />~~ ~~~~!~ <br />~II ;~~I~i <br />!~j I~M~I <br />l5~~ ~~~~i~ <br /> <br />~ <br />I- <br /> <br />~ <br />>- <br /> <br />2 INTtfNAL L's ~ <br />RECU\11C CHANNEL <br />21/4" D1AWETER BOlTS <br />EACH 1~Q[ <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 2 12 II <br />1 fJ------- <br /> <br />r- SHADING DENOT[S 1.tAX. R~ AAEA <br />fOO COLWNS AND fOOTINGS <br /> <br />J <br /> <br />-' <br /> <br />~ <br />l;}I <br />~ <br />~ <br /> <br />~ <br />l;}I <br />~ <br />~ <br /> <br />4 '10 l 1 '/2" ~S <br />EAQ-I /<Q[ <br /> <br />APPRO',{!) SIOING AS REQUIRf]) <br />1/4. 1 3" BOlTS ~ ~ <br />T -BOl TS INTO CONC. <br />SlAB 0 24" O.c. w/ <br />I/S.xl 1/2. WASHERS <br />~ <br /> <br />r <br />s <br /> <br />DETAJLJf ALUl.tlNUI.t B(AI,/ <br />FRAJ.lING iN TO CffiNER (f <br />'fIQOO f~AJ.I(O UTt!TY SHED <br /> <br />"" llllH (VNllS) <br />;) 1/2" CONCR!Tt sv.a <br />NO Tt 1 AU. WALL fRAiilN(; 16" O. C. <br />(ExCt;pnON: 24" O.c. FOR <br />'iIQOO ST~GE ROOIol) <br />2. PIER POST ~ BE ekll TtO <br />TO SlAB OR CON TlNVOVS <br />FOOTtR OR HAY( I$OLATtO <br />CCtiCR! TE F OOTt'~ E....Oi PIER <br />SEE CE T All. <br /> <br />L <br />3/a"~" BolT <br /> <br />At. TERNA Tt P T <br />PINE POST <br />LEOCER Sl.Jf'f'atT <br /> <br />NOTt: <:tN fER S l'RINCtR R(QlJIRtl) ONlY <br />if DEP~ r:I CEO< EXCEEDS 10" <br /> <br />. _____ p.r. 2" 1 4" <br /> <br />f' <br />NOT[; fOR BEAI.t SPAN LENGTH "A" f~ <br />TABU: 2 EQUALS T\1E lARGER ($: A=W ~ <br />A= W/2+0.H. <br /> <br />.~v~ <br />~- <br /> <br />· Sl~E <br />- <br /> <br />6. 1 6. - 10 x 10 Ww <br /> <br />1/2 r-- 12 <br />KNEE BRAct <br /> <br />KNEE BRAct <br /> <br />TYPICAL WOOD OECK <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br />j.13" POST TURN <br />BOlTED TO <br />ANQ-I~ RISER <br /> <br />12 <br /> <br />.., <br /> <br />1/2- <br />-2~i;---- <br /> <br />S:E TABLE 2 AlUI.tINUlol P!INS <br /> <br />3 18 9IS 'M TH WASHERS <br />(PER 12. PIIN) OR 4. ole 1.tAX. <br />6- 1/4. 1 (t + 1) W/ WASHERS <br />(PER 4' PANEL) s. ole <br /> <br /> <br />----------- <br /> <br />2 <br />::> <br />z <br />~~ <br />::>a: <br />..J 0 <br /><0. <br />....a: <br />< < <br />). 0 <br />o <br />a: <br /> <br /> <br />"y(' <br /> <br />.W' <br /> <br />2 3/4" 1 2 3/4. 1 2 '/2' <br />Lcm 1 1/8. TUBlNC <br /> <br />1/4- T~ 1 1 1/2" <br /> <br />- ~E TABlE 3 f~ <br />NU\I8ER (f BOl TS <br /> <br />NOTE: KNEE BRAct:S lIRE REQUIR(I) f POST <br />IS NOT SU IN COOCRE TE fOOTING. <br />END VIEW SINGLE CARPORT <br /> <br />f~ 8EAl.I ANO POST SIZING <br />W&Jl T SCHEDUlES <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />. I.tlNll.tUIoI StiYE SHAlL BE '/2. PER 12. EXC[PT f~ <br />0.026. PANS f~ Vl11ICH T\1E StOPE SHAll BE 3/4. <br />PER 12" fOO SPANS THAT EXC[EO 12'-Q" <br /> <br />- COlL/I!IN NOT(}fED TO <br />SUIT, SlOE NOTCH CK <br />POST IS AllO~ <br /> <br />Sl:E TABlE 3 fOR N\.IIoIBER ($ BOlTS <br /> <br />j 1/2. ~CRETE StAB <br /> <br />P~S T TO BEAM <br />CONNECTION DETAIL <br /> <br />. StCf'E <br />- <br /> <br />KNEE BRAct <br /> <br />YItlDEO OOMcn~ <br />BASE ANOlOR EIoCBEDMENT <br />FOR POST TO SlAB CONNECnCt4 <br /> <br />'2 <br /> <br />1/2 ' <br /> <br /> <br /> <br /> <br />1/4.'12" LAG BOlT <br />2 PER POST <br /> <br />1/4. I 2. LAG BOlT <br />2 PER POST <br />- ALUI.lNUU CASTlNG <br />POST r 1 r 1 0.125. lOxI 1/2' <br />1/4" I.tASCNRY ANOt~ $-::REWS 3/ <br />2/ POST INTO COOCRETE P')$T 1I1N. <br />SCREEN RroI 2 0 POST T')> ANO <br />AND 2'-0" O.c. fl)TTOt.t <br /> <br />L 1..-l <br /> <br />l' J 2. TOP ANO <br />9JTTC\l PlATE ____ <br />S;R[W 2' Q.C. <br /> <br />~ <br />~... <br />~~ <br />~L <br />~~ ~ <br />~.... <br />~~~ <br />'v>~. <br /> <br />i;~! <br />z~~~ <br />~ 2~~ <br /> <br />'.'--- 'X",USlON "'l)~---? <br />PER SPAN TABLE ~ <br />~ .3-1" ,to SMS INTO SCREW SLOTS <br />':-'f ANCHOR 1"x2.xO,044" PLATE TO <br />Ilo\X. WOOD OECK w/ 1/4.x2 1/2" LAG <br />SCREWS W1llilN 6. Of' EACH SIDE <br />Of' EACH POST 0 24" D.C. MAX. <br /> <br />s(E TABlE 2 <br />. LARGEST VALUE <br /> <br />POST 2"J2"x0044" (Xl <br />'/4. I.tA$CNRY ANCl-tOO <br />2/ POST INTO COOC. <br />SCREEN ROO4 2 0 <br />POST ANO 2'-0" O.C. <br /> <br />SIDE VIEW SINGlE OR <br />DOUBLE BAY CARPORT <br /> <br /> <br />1")(2" EXTRUSION <br />3/4" P,T. PLYWOOD <br /> <br />- DOUBLE 2"x6- SIDE PANELS <br /> <br />c!r;. flOORED COOCRE TE <br />-'1' 4- <br />o -i <br />->I. REfER TO TABLE 5 <br />J... L -J(* <br />ISOlA TED FOOTING <br /> <br />ALUMINUM SCREEN ROOM <br />UNDER WOOD fRAME PORCH <br /> <br />ALUMINUM CONvrNTIONAL CONSTRUCTION <br />PORCH POST CONNECT\ON <br /> <br />'.'~~M'.dk~ <br /> <br />fOO1lNG PAD fOR ~ POST <br /> <br />WALL TO WOOD DECK DETAIL <br /> <br /> <br /> <br />~ 'tIl(It ~ <br />(!) If' I 16" I (' coon: P 10 <br />~ eo LIS. 2:'lOO P3 CQI(;JU <br />~ II:l'Ua1) n <br />~ 1/(' I 2 1/." OPAIQ)lIUT <br />2 [AOf PO BA!l <br /> <br />TOP ($ ~ADE <br /> <br />~ <br /> <br /> <br />I <br /> <br />v~{ <br />I~'l,f( <br />SEAL <br /> <br />3"13" flU TED POS T <br />\IlRAPf'(D VI/ m T PAPER <br /> <br />3/8'x3 1/2" BOlT <br />80 LB. 2500 PSI <br />CONO\E TE PREl.I\X <br /> <br />3.13. BAS[ <br /> <br />t 0 ",AIN <br />BEf~ 'tci:>E 1.t1N. 2500 PSI COOC. 'MTH 6 1 6 VIUDEO V<<RE <br />WI"1 00 fiBER IlESH T'r'PICAL. ALL SlABS. <br />1 15 BAA ron, <br />11/2" ... ~J_ - ~ <br /> <br />NOTE: fl8(R I.tESlf COOCRETE DCtS 8 <br />NOT REoon:E 'MRE I.tESH <br />flA T St Cf'E / NO fOOTING I.IOOERA TE St Cf'E fOO TING <br />o - . t/12" 2"/12" - l' - 10' <br /> <br />24. <br /> <br />L <br /> <br />3 1/2" . . <br /> <br />I j . . ;6"' " .~ <br /> <br /> <br />9iEET , <br /> <br />JOe NAIolE _____________ <br />ADDRESS _______________ <br /> <br />2 <br /> <br />SITE? Stil'E foonNG <br />> I' - 10' <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />------------------------- <br />DRA'MNG roo ONE PERI.lIT ONl '( <br /> <br />ISOlA TED fOOTER <br /> <br />SLAB DETAilS ADDRESSING EROSION <br /> <br />~ 3 <br />