Laserfiche WebLink
<br />fRAME AND AlL:IoflNUU <br />SCR(EN. V1N'l1. 00 GlASS WAll <br />s(E O(TAJlS S(cnON 2 00 ~ <br /> <br />o C(NTER LE~ P1ER <br />@ 2-",0" JOIST HANGER EACH ENO <br />@ 8RlOONG 48" O.C, <br />HCS T S T'RIJC TUR€: <br /> <br /> <br />5/8- PI.. YWOOO <br />r AC( CRAIN <br />PERPtNOICl..Jl.AR <br />TO JOIS1' <br /> <br />NO TE: <br /> <br />Al.TERNA~ ?1' <br />PINE POS1' <br />LEOC(R SUWOOT <br /> <br />I, IoU WAlL FRAJ.IING IS" O.C. <br />(EXct?nCfe 24" o.c. roo <br />wooo STCRAC€ R~) <br />2. Pt(R POS T CAN BE: a<<. TED <br />TO su.a OR CONTlNUOVS <br />fOOTER OR HAVE ISOLATED <br />CON~Ei( rOOTER EACH PlER <br />s(E OETAll <br />TYPICAL WOOD OECK <br /> <br />NOTE: C(NTER STRIN(;(R R(QIJ~O ONLY <br />If' O€?TH ~ 0E:Cl< EXC(EOS 10' <br />HURRICANE ANCHOR EACH JOISi <br />TO C(NTER STRINGER <br /> <br />1&<1. WQOO ~ws w/ <br />5/8- WASHERS 3 PER PANEl. <br /> <br />/ ALUWNUW CC\1:R (s(E CONNECTICt-I TO <br />HOS T S TRVC 1'1.1R€:) <br /> <br />\ <br /> <br />2"",." SMS <br /> <br /> <br />2"",." T<Y PI.A TE <br />p, T, PINE <br /> <br />-- HURRICANE ANCl-KlRS AND AI. TtRNA TE <br />srucs T~ -'NO SOTiQt.l <br /> <br />2 INltRNAlL" 00 <br />RECEI~ ~k(l. <br />- 2 1/4" OC.&.lolE:TER <br />8<<. rs EACH ANQ( <br /> <br />4 11 Oxl 1/z" $),IS <br />EACH ANQ! <br /> <br /> <br />APPROVED SlOlNG <br />AS R(OVIRfi) <br />1/4"x3" oo.rs OR <br />T-8<<.TS INTO CONe. <br />SlAS 0 24' o.c. WI <br />l/a"xl 1/r WASHERS <br />-+-- <br />J '/2" <br />t- <br /> <br />AlIJl.ClNl.JW BEAlol f'RAIAING <br />INTO CORNER OF WQOO f'RAUEO unuTY SHED OE:TAlL <br />_____ P. T. 2'x4' <br /> <br />t 1/4"x:1" LAG 8<<.T <br />2 PER POST <br />'-./ l"a" T~ ANO 60Tro.I <br />,;r PtA TE, S(;REW 2' O. C. <br />- POST 2'xl'xO..044" EXTR. <br />~ l'Ox' llr S(;R(WS 3/ <br />/ POST LllN. TOP AND BOT, <br /> <br />1/4' xl" LAG sa. T <br />2 PER POST <br />1/4" THRU BOlT (1) <br />r AlUUINUW CASTING <br />POST o3"xo3'xO,I25" <br />1/4" I4~Y AN~ <br />2/ POST INTO CON~ETE <br />SCREEN ROO.4 2 0 POS T <br />ANO 2' -ff O. c. <br /> <br /> <br /> <br />1/4" I.IA$ONRY AN~ <br />2/ POST INTO CCN~(TE <br />SCRUN ROOY 2 0 POS1' <br />ANO 2'-0" O.c. <br /> <br />ALUMINUM SCREEN ROOM <br />UNDER WOOD FRAME PORCH <br /> <br />ALUMINUM CONVENilONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />!.IAX3oOf UF'Uf'T 1 <br />16"x16' <br />· 24"xl". <br /> <br />f'~Lu (\1 Sn~~: 1 <br />g 10 CONC ErE PAD DE:TAIL <br />~~ (1.1- RotlJ)flloR~ <br /> <br />NOTE: NO roonNG REQl.JIR[O EXct?T WHEN AOOR[~ ERQSlOO <br />DRAWING Is FOR 1 PERl-.1IT.O"H_.Y . '1:-0. "'IN, LllN. 2500 PSI ro-lC. w/ <br />I' I..... 8U'~( SlOF"e: 6,,6-1Oxl0 W.W. WESH OR <br />n&R ~ESH T'f?lCAL <br /> <br />J '1:1"~ "8. ~ONT' ~tr :..!: ~ <br /> <br /> <br />1'101'(: fl3(R Il(9f COlCl<EI( OIl:S ~ <br />HOT Rt(1)JllE ~ lfjH <br />F1..AT StCf'E / NO roonNG 1.l0000RATE StOPE fOOTING STEEP StOF"e: foonNG <br />o - 2'/12" 2./12" - 1'-10' ) 1'-10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br /> <br />EPS wAlt. PANEL <br /> <br />/ 1 1/2" x J- x 0.090" <br />R( C(1 VlNG CHANNEL <br />110 x 1/2" 5oU.s' 0 6' O.c. 1ll1N, <br /> <br />J / 4" PI. Y\llQOO DE: 0< <br /> <br />"- <br />II." x 1 1/2" lAC SCR(W <br />WI 5/~ WASHER 0 2." o.c. <br /> <br />COMPOSITE PANEL WALL TO WOOO DECK <br /> <br /> <br />AlWlN\JU POSi s(E TAStE <br /> <br />J 14" PL Y\llQOO CE:Cl< " <br /> <br />- OOL T 5C:E T Aau: <br />--- u-cuP <br />-- <br />LAG SCREW sa TABlE <br /> <br />POST TO VtQQO OEa< <br /> <br /> <br />LAG SCREWS <br />S(E TA8LE <br /> <br />I" x 2" CHANNEl <br /> <br /> <br />LAG SCREWS <br />sc:e: TABLE <br /> <br />SCREEN ROOM WALL TO WOOD DECK <br /> <br /> <br />(6) V1RGlN SOIL <br />is 16"",16-,,4" CONe. PAD <br /><0 so Las, 2~ F>SI CO-lCRETE <br />(i) REPUCm SOll. <br />~ 1/4'x2 II.. EXPAN$l()N BOLT <br />2 EACH P(R BA5C: <br /> <br />ISOLA TED FOOTER <br /> <br />~ AlLOWA6lE LOADS ~O I.IAX. LOAD AREA FOR ANCH~S <br />~ INTO WOOO FOR ~(N 6IJllOlNCS <br />AllOWABlE LOAO / WAX. LOAD AAEA (s'f.) 0 120 "'.P.H. WINO LOAD <br />I ~ ANO-t~S 1 2 J <br />OtAUUER ANCH<lRx EJJ6€Ot.lENT <br />1/4- x I" 2~/113 s'F. 528112~ S,f. <br />1/4' JC 1 1/2" J~I/19 s". 7911/313 So'. <br />1/4" x 2 '/2" 6QOIIJI 50'. 1,320//63 S.'. <br />'ilS" " I" 312111~ $oF. S241/JIJ SoF. <br />5/16" x 1 1/2" 406a1122 S.F. 9~/1.5 S.f. <br />5/16" x 2 1/r 7801137 S.f, 1,5001/74 S.F. <br />3/8" JC I" ~61117 S-F, 7121/34 5of, <br />3/8" x 1 1/2" 5341125 S.F'. 1,0681/51 Sf. <br />3/8. " 2 1/7:" 89W/42 S.F. 1,7SOI/SS S.F. <br />~ INTO CON~ET'E fOR OP(N 6IJlLOlNG'$ <br />loUowABlE LOAD / 1oIAX. LOAD AAEA (S.F.) 0 120 "'.P.H. WINO LOAD <br />I ~ ANCHa<s 1 2 3 <br />OtAUE T'ER ANCHORx OoI6E:O",(N T <br />1/4" x I 1/2" 7571/~ 5of. 1.514//39 S.,. 2,271//108 S.F. 03,02811'44 5oF. <br />3/8' " 1 1/2" I,~/I~ $.F. 2.1141/~ S.F, J,17111151 S.F. 4,228//201 S.f. <br />I/r J( 2 1/4' 1,<<31/69 S.F. UMI/137 S.F'. 0291120(, SoF'. 5,7721/275 5of. <br />THROO<;H 8<<.TS POST TO BE:AM rQR OF'EN BVIlOIN<.> <br />ALlOWABlE LOAO 11oIAX. LOAD AAfA (S.f.) 0 120 I.I.PH. 'MNO LOAD <br />'~ANCHa<s '. 2 3 <br />OIAUETER ANCHORx (lENGTH . POST THICKNESS + l/n <br />1/"" "t+1/2" 2,J6el/1l2 S.', 4,712//213 s". <br />3/8" "t+I/7:" 5,.30011252 s.f'. 10.S00#/~ S.r, <br />1/2" "t+l/2' 9,4261/4.9 S.f. <br /> <br />4 <br /> <br />79211313 s.,. l,~I/~ S,F. <br />1,18131/57 Sof. 1,~/f7~ Sf. <br />1,980//94 S.f, 2,S4CI/126 S.F. <br />9~/14-S s'F. I,24S1/59 S,F. <br />1.404'/67 S.F. 1.8721/89 s.r. <br />2,3401/111 S.F. 3,120//148 50'. <br />1,0681/34 S.F. 1,424//68 S.f. <br />1,6021/76 S.F. 2,t~II'02 s.r. <br />2,S7011167 S.F. 3,50011'69 S.F, <br /> <br />. <br /> <br />7,068I/~ 5of. <br /> <br />TABlE I: l.CAX. ROOF' ARl.A rOR AlUUINI.JIof POST rOR A HOOs( PORCH <br />rOR Al.LOWA8lE ROOF' AREA US( "1<<i.A' :II S X (w/2 ~ O.H.) <br />EXA.I.IF'!.E; -S- .. r , W :II 12', de O.H. +.. '1: Tl-fUS: "ARiA' :II 50 SF <br />POST TYPf: MAX. AllOW. ROOF' AA(A roo VARlOOS TYPf: POST IN SF <br /> <br />?OST HGT POST !.lAX , WAU<QN UP TO 55 IISF' .!c 120 !.CPH WINO L <br />o3-x_~xO,060"...ROU rORUEO.._______________________ <br />r- 9- 8,760 167 <br /> <br />o3-x_rxO.06O- _SC.AU~Do_____________________ <br />10'-10" 10.000 190 <br /> <br />3"x_rx_0,9Q. _11)8(. <br />11"-10" 14.~ <br /> <br />-------------------------------- <br />277 <br /> <br />o3"._3"'x 0.12~" _11)8(.___________ <br />11'- S" 19,4~ ~3 <br /> <br />4"x_4"x 0.125- _ruBE: 0______ <br />15'- 9- 26,190 <br /> <br />o IoUOY 6063 T-6 <br />.0 ALlOY 310~ HIS <br /> <br />499 <br /> <br /> <br />~ <br />lr <br /> <br />1 <br /> <br />~" x 03" AlU..., POST OR tb <br />4' J( 4- p, T.P, POST IN <br />G.tJ.v. POST ANCHOR ANO <br />4-1/4" J( 2-1/.. TAPW4 <br /> <br />J- 1/2' Sl.A8 <br /> <br />2 #!!J BAAS EACH WAY <br /> <br />POST TO SlAB Oe:TAJL <br /> <br />~ V1 <br />~ .,~ <br />~ -s <br />... Cl::o ~ <br />...9: ~o: ~ <br />~a Q,a. Vi <br />iEi::i <0 0 <br />- o~ 0'\ i <br />~Q C<Il g <br />i3 ~~ - lj <br />0..... a>-J @lo.I ~ <br />~i: ~Q ~ <br />.. z VI <br />V'l~<Ilw:J ~ z <br />~o~@~~~~~ <br />tlI~ <.:>913...<0 <br />o-o(~ !()o.:o Zt.l <br />~.:o~ 0:;:]- t.lo <br />":'0 ~<1:S:;i ~a <br />~~d ~~~ ~ <br />i71~'" ~~n ~ ~lj <br />W~t.l <-o;z: o~ <br />o~;!: ~g~ < <l\ti <br />~~.... ...0.... g ~~ <br />1"'00 V1;!!;0 (Xl ~a:: <br /> <br />~ N'1 <br /> <br />0) <br />21- <br />::>z <br />ZW <br />0) 2~ <br />~::>Q. <br />::> -' 2 <br />I- <0 <br />000 <br />::>z..... <br />0:< <br />~o~ <br />O~ <br />02 <br />~~ <br />II. <br /> <br />~ <br />~ <br />... <br /> <br />@~ <br />); ~~ <br /> <br /> <br />,. Nro. <br />..sid O'\'r <br />l!!I> ~t>~ <br />~ ~::.<o <br />I lt~r!.. <br />15~ie~ <br />~: ~:i <br />o J: e <br />.:0... <br />. ~ X <br />~~ ~ <br /> <br /> <br />SHEET , <br /> <br />1] <br /> <br />~ <1J <br />