<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::
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<br />~ N'1
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<br />0)
<br />21-
<br />::>z
<br />ZW
<br />0) 2~
<br />~::>Q.
<br />::> -' 2
<br />I- <0
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