|
<br />F"RAMf:: ANO AlIJUlN UIA
<br />$CR(EN, VINYl. ~ CUSS WAlL
<br />S€:E DE:TAlLS se:CTION 2 OR 5
<br />
<br />o C(N Tffi LEDC(R PIER
<br />@ 2',ro' JOIST HANC(R EACH ENO
<br />@ SRlOONG 48' O.C.
<br />HOST STRUCT1J~
<br />
<br />
<br />5/8" Pl YWO(;Q
<br />F AC€ CRAiN
<br />PER?tNOICUlAR i
<br />TO ..oST I
<br />
<br />NO TE:
<br />
<br />1. AlL WAlL FRAM1NG 16' O.C.
<br />(EXC(?TION: 24' O.C. FOR
<br />WOOO STORAce:: ROOU)
<br />2. PIER POS r CAN BE Bot.. TEO
<br />TO SlAB OR CCtHINUOOS
<br />FOOTER OR HAl;! ISOlArEO
<br />CON~ETE FOOTER ~CH PIER
<br />SEE Q€TAlL
<br />
<br />Al TERN" TE PT
<br />PINE POST
<br />
<br />lEo(;(R SlJW<lRT
<br />
<br />NOTE: CENTER S'iRINCC::R REOOIREO ONLY
<br />If' DE?~ Of' DE:C!< EXCEEDS 10'
<br />HURRICANE ANCHOR EACH JOIST
<br />TO C(NTER STRINC(R
<br />
<br />TYPICAL WOOD DECK
<br />
<br />,axl' WOOO SCRf:WS W/
<br />5/8' WASHERS 3 PER ?ANEI.
<br />
<br />/ ALUIAINUI.I Cl)I;!R (s(E CWNECTION TO
<br />HOST STRUCTV~)
<br />
<br />\
<br />
<br />2'x.' sruos
<br />
<br />
<br />2 INTERNAL. L's OR
<br />RECElV1NG CHANNEL
<br />- 2 1/.' OlMlET'ER
<br />8<<. TS EACH ANCU:
<br />. 110><1 1/2- $US
<br />EACH ANQ.E
<br />
<br />2-x.' rOP F>tA TE
<br />P. T. PINE
<br />
<br />" -- HURR\O.N€ ANCHOOS AND Al TERNA TE
<br />sruos TOP AND 8OTTQI.l
<br />
<br />
<br />APf'RO'-t:O $ICING
<br />AS REQlJ1~O
<br />
<br />1/4.x3- 8<<. TS OR
<br />T -8<<. TS INTO CONe.
<br />StAB 0 2." O.c. w/
<br />I/S-xl 1/2- WASHERS
<br />
<br />+-.
<br />3 1(1'
<br />t-
<br />
<br />s
<br />
<br />
<br />AlUMlNUt.I BEAW F"RAiAlNG
<br />INTO CORNER Of' WOOO f'RMjEO UTIUTY SHED DETAJt
<br />________ P. T. 2"x4'
<br />
<br />t
<br />
<br />1/.'x2' LAG 8<<.T
<br />2 PER POST
<br />
<br />1'><2- TOP ANO BOTT~
<br />PLA TE. SCROI 2' O.c.
<br />
<br />POST 2-x2"xO.044' EXTR.
<br />
<br />110xl 1/2' SCR(WS 3/
<br />POST t.1IN. TOP AND Bor.
<br />
<br />1/.' ><2- LAG 8<<. T
<br />2 PER POST
<br />1/4" lliRV BOt T (1)
<br />AlUYINVY CASTING
<br />POST 3'x3'xO.12S.
<br />1/." I.IASCt<RY AN010R
<br />2/ POST INTO CON~ETE
<br />SCREEN RQC.l.i 2 0 POS T
<br />ANO 2'-0- O,C.
<br />
<br />
<br />
<br />1/.' '-IASONRY ANCHOR
<br />2/ POST iNTO CWCRETE
<br />$CRUN Rool.I 2 0 POS T
<br />AND 2'-0" O.C.
<br />
<br />ALUMINUM SCREEN ROOM
<br />UNDER WOOD FRAME PORCH
<br />
<br />ALUMINUM CONVENTIONAL CONSTRUCT10N
<br />PORCH POST CONNECT10N
<br />
<br />
<br />E?S WJ.U, ? ANEL
<br />
<br />3/4' Pl~ OCO<
<br />
<br />/ 1 1/2' " 3- " 0.090"
<br />RECEIVING CHANNEL
<br />
<br />,,0 x 1/2' 5.lA,5. 0 6' O.c. "'IN.
<br />
<br />1/.- " 1 1/2- LAG SCROt
<br />w/ 5/8" WASHER 0 24' O.e.
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />
<br />AlI.;UINUI./ POST s(E TABlE
<br />
<br />3/4' Pl Y'NOOO OE:C!< '"
<br />
<br />-- 8<<. T SEE T A8LE
<br />--- u-cuP
<br />
<br />LAG SCREW SE:'E TABlE
<br />
<br />POST TO WOOD DECK
<br />
<br />
<br />3/4. Pl Y\llOOO DE: C!<
<br />
<br />LAGSCR(WS
<br />SEE TABlE
<br />
<br />l' x 2' CHANNEL
<br />
<br />LAG SCR(WS
<br />SEE TABlE
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />
<br />Al TERNA TE POST: TO 'MXJO OE:C!< ~ SE:A.W
<br />.' x 4' P.T.? "'" ~ / fOR AlUI.lINUl.4 Rea"
<br />1'4
<br />o
<br />
<br />
<br />o VlRG1N SOIL
<br />is 16'x16-x~" CONe. PAD
<br />o 80 LBS, 2500 PSI CONCRtTE
<br />iQ) REPlACm SO4\.
<br />() 1/4.><2 1/4. EXPANSION BOlT
<br />2 EACH PER SASE
<br />
<br />ISOLA TED FOOTER
<br />
<br />~ AllOWABLE lOADS ANO MAX. LOAD AREA FOR AN010RS
<br />ANCHORS iNTO WOOO FOR OPEN BV1LDINCS
<br />AllOWABlE lOAD / 1.IAx.. lOAD ~A (5...) 0 120 I.I.P,H. WINO LOAD
<br />I ~ AN010RS 1 2 3
<br />Ol~ETER AN~ e:l.I8(O~ENr
<br />1/.' " I" 26-4//13 5...
<br />1/.. " 1 1/2- 396//19 5.f'.
<br />1/.' x 2 1/2' 66D1/31 S,F.
<br />~/16- " I" 312//15 5...
<br />5/16- " I 1/2' 408#/22 S,F.
<br />5/16' x 2 1/2'" 780//37 S,..
<br />3/8' " l' :/SQ1/17 s..,
<br />3/8- " 1 1/2" 53~1/25 S,.,
<br />3/8' x 2 1/2'" 890//42 SF
<br />
<br />4
<br />
<br />~281/25 S.f',
<br />792//38 5...
<br />1.320//63 5...
<br />
<br />624//30 s...
<br />9301/~5 S,F.
<br />1.500//74 S,..
<br />
<br />7121/~ s.f'.
<br />1.0681/51 S,;.
<br />1.7801/85 S,F.
<br />
<br />7921/:sa S... 1.~I/5<:J 5.f'.
<br />1.1881/57 5.;. 1.~//75 S.F.
<br />1.9eel/94 S,F. 2,6~1/12f> S.f'.
<br />9301/~ 5.;. 1.24e1/59 5.F.
<br />1.404//67 S.F. 1.8721/8'9 5.F.
<br />2.~'/111 S.F. 3.1201/14a 5.f".
<br />1.0681/34 S,f', 1.4241/68 5.f'.
<br />1.6021/76 S,.. 2.1301/102 S,f',
<br />2.6701/167 S.;. 3.~1/169 S,f'.
<br />
<br />ANCHORS iNTO CWCRe:TE FOR OPEN 8IJl104NGS
<br />
<br />AllOWABlE LOAD / MAx.. LOAD AREA (S...) 0 120 !.t.P,H, WINO LOAD
<br />I ~ ANCHORS 1 2 3 4
<br />OlMlETER ANCHCRx EM8(O~ENT
<br />1/." x 1 1/2. 7571/30 S,F, 1.5141/39 S.. 2,271//108 S,f'. 3.028//144 5.F.
<br />
<br />3/8' x 1 1/2" 1.0501/5<:J S,. 2.114//53 S". 3.1711/151 S.f'. 4.228//201 S,F,
<br />
<br />1/2" " 2 1/.. 1.<<:31/69 S." 2.aul/137 S.., 4.3Z31/20l5 5... 5.7721/275 S.F.
<br />~ROOCH 8<<.TS POST TO SE:AM F'OR OP(N BUILDING
<br />
<br />AllOWA8LE LOAD / MAX. LOAD AREA (SF) 0 120 I.I,? H. 'MNO LOAD
<br />I Of' ANCHORS 1 2 .3
<br />OIAl.IETER ANCHORx (LENGTl-i - POST llilC!<NESS + 1/2)
<br />
<br />1/." X 1+1/2" 2.35€I/112 S,F, 4,7121/213 S", 7.06131/3JQ S.F.
<br />3/8' x 1+1/2'" 5.3001/252 5... 10,600//505 S,F,
<br />1/2" "1i-l/2' 9.4261/449 S.f'.
<br />
<br />TABLE 1: !.lA'<. ROOf AREA FOR AlUMIN\JM POST FOR A HOUse:: PORCH
<br />FOR AlLOWABLE ROOF' AREA use:: "AREA" = S X (W/2 + O.H.)
<br />EXAMPlL "S'" '" r . 'N .'" 1 2'. &t O.H. + - 2' i1-1US: . ARf.A' . 50 SF
<br />POST T'r'?( 1.AAX. AlLOw. ROOf AREA FOR VARIOUS TYPE POST IN SF
<br />
<br />POST HGT POST I.AAX I 'NAU<ON UP TO 55 I/Sf' & 120 IoIPl-4 WINO L
<br />3-x_3-xO.060'..RQL F'ORMED.._____________
<br />r - 9' 8.760 167
<br />
<br />J"'x_S"XO,06O"_SCALLlYECo______________
<br />10'-10' 10.000 190
<br />
<br />3- x _.),,_0, 90' _ruSE:' _
<br />11'-10' 14.850 277
<br />
<br />3-x_S"x 0.125- _TV8Eo__________
<br />11'- 8- 19.4~ 643
<br />
<br />4."_4-" 0.125' _TV8€o__
<br />15'- 9' 26,190 499
<br />
<br />o ALLOY 6063 r-6
<br />.. ALLOY 3105 H16
<br />
<br />
<br />3- >< 3' AlUM. POST OR tb
<br />.' X .' P. T,P. POST IN
<br />GAlV. POST ANQ-lOR AN{)
<br />4-1/.' X 2-1/4' TAPCW
<br />
<br />3-1/2' SLAB
<br />
<br />2 ~ SAAS EACH WAY
<br />
<br />J
<br />
<br />12-
<br />
<br />11
<br />
<br />l.IAXlMUl.4 UPlifT 1
<br />16'xI6'
<br />24.><2.'
<br />.)0- x.30'
<br />
<br />POST TO CONC ETE PAD DETAIL
<br />
<br />POST TO SLAB DETAIL
<br />
<br />NOTE: NO FOOTING REOOlRED D:CU'T WHEN ADORESSlNG EROSION
<br />t-O.I./IN. lAIN. 2500 PSl CWC."'/
<br />8EFORE SliYE 6.6-10,.10 W:N, l.IESH OR
<br />F'18ER I.lESH T'Y?IC.AL
<br />
<br />,vr~ "." ~ONTJ~~if"
<br />
<br />~1E: faR lIt:SH COlCl<ETt OCiS .-..~
<br />~ T RE tJAAf 'MRE IAESH
<br />F'lA T SlCPE / NO FOOTiNG \,jOO€:PA TE SlOPE FOOTING STE~? SlOPE FOOTING
<br />o - 2"/12" 2"/12' - 1'-'0' > 1'-10'
<br />
<br />SLAB DETAILS "!'ODRESSING EROSION JOB NAME
<br />
<br />ADDRESS
<br />
<br />V'l V'l
<br />.... <3
<br />.3 ~~
<br />~ Cl::S: ~
<br />lil~ ~ii i5
<br />"-'6 0..0.. ::;;
<br />~!ti <0 0
<br />~ i5~ z
<br />5~ OV1 01:i:
<br />i'3 ..,~ ~ \j
<br />0'" ;'3 ~ ~
<br />:r:r '" (5 ~
<br />.,...... .. - ~ <.) ~
<br />V1ZV'l..,,,,, <.:> Z
<br />~0~8~ z-'"
<br />Bl88 <.)'j~ 9 ~'?
<br />V'l <':>~I 3....<0
<br />o<~ ~<.)oco z,,-,
<br />zco"" o:;:j- wo
<br /><wi) =0..0 <I. ~3
<br />:g~..J ffi?c~ ~ ~<.:>
<br /><':>V'l<S 0.. ;: 0.. UJ
<br />~<.:>"" ~zO < "-'~
<br />"-'ZW <6<.) z 0<
<br />o~~ ~::>~ < ~::;;
<br />'i~1.o. ....d.... g xiii
<br />1='00 .,..~,.., co :::~
<br />...; N ro1
<br />
<br />Q)
<br />2~
<br />:;)z
<br />zUJ
<br />Q):i~
<br />UJ:;)o.
<br />a:-J2
<br />~ <0
<br />000
<br />:>z,
<br />0:<
<br />t; 0 ~
<br />0-
<br />02
<br />~~
<br />II.
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<br />~
<br />B
<br />
<br />....
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<br />~~ ~r!
<br />0.. 1'4....
<br />....sI ~ I") l'
<br />I!.!.I > ~ f;; <0
<br />@~ ~::.~
<br />~ I r:; r!.
<br />@ Cl: <:0 . '" <0
<br />r.bi:::l~t5~....
<br />\Jz....z~-:;'
<br />~~gg~e
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<br />~cii5d~
<br /><.) O"....t..
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<br />Sl-iEET #
<br />
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<br />__........J1I~I""\...'t V
<br />
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