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<br />rRAlAE AND AIJJt.lINUU <br />SCREEN, VINYl OR GLASS WALl <br />SEE DETAILS SECTION 2 OR 5 <br /> <br />@ C(Nn:R LEOOER PIER <br />@ 2'~' JOIST HAN(;(R e:.6.CH ENO <br />@ ElRJOONG 48' O.C. <br />HOST STRUCTURE <br /> <br /> <br />5/8" Pl YWOOO <br />fACE. GRAlN <br />PERPENOtCl.JLAR <br />TO JJfST <br /> <br />NOTE: ,. All WAU FRAMING 16' O.C. <br />(EXCEPTION: 24' O.C. fOR <br />WOOl) STORAGe: RQ0t.4) <br />2. PIER POST CAN BE BOt. TED <br />TO SLAB OR COOT!NUOUS <br />fOOTER OR HAVE ISOlA TED <br />CONCRETE fOOTER EACH PIER <br />SEt: DETAIL <br /> <br />AlTERNATE PT <br />PINE POST <br />LEDGER SUPPORT <br /> <br />NOTE: CENTER SiR INGER REQl.JIRED ONLY <br />IF ocpn. OF DECK EXCE(OS 10' <br />HURRlCANE ANCHOR EACH JJfST <br />TO CENTER STRINGER <br /> <br />TYPICAL WOOD DECK <br /> <br />taxl" WOOO ~CREWS W/ <br />5/8' WASHERS 3 PER PANEL \ <br /> <br />/ ALUIAINUI.t COVER (SEE CONNECTION TO <br />HOST STRUCTURE) <br /> <br />Z"x4" SMS <br /> <br /> <br />Z'x4' TOP PLATE <br />P.T. PINE <br /> <br />. --- HURRICANE ANCHORS AND AL TERNA TE <br />STUDS TOP AND BOTTO'" <br /> <br />2 INTERNAL L's OR <br />RECEIVING CHANNEL <br /> <br />- 2 1/4' Dt.6.MET'ER <br />SOL TS EAQi ANGlE <br /> <br />4 I10xl l/Z' SMS <br />EACH ANCLE <br /> <br /> <br />Af1>RO'w{D SIDING <br />AS REQUIRED <br />1/4"d" BOLTS OR <br />T-SOlTS INTO CONe. <br />SlA8 0 24' o.e. VII <br />'/S'xl 1/2' WASHERS <br />+-- <br />J Iff <br />+- <br /> <br />ALUMINUI.t BEAM rRAI.41NG <br />INTO CORNER Of WOOl) fRAI.lEO UTlUTY SHED DETAIL <br />..----- P. T. 2'x4' <br /> <br />-l '/4'xl' LAG SOlT <br />2 PER POST <br />_......... l'xZ' TOP AND BOTTOM <br />~ PLATE. SCREW 2' O.e. <br />- POST 2"x2'xO.044' EXTR. <br />~ 110xl 1/2" SCREWS 31 <br />/"" POST ~IIN. TOP AND BOT. <br /> <br />1/4'x2,' LAG SOlT <br />2 PER POST <br />1/4' THRV BOt.T (1) <br />;;/ ALUI.4INUI.4 CASTING <br />POST 3'x3"xO.125' <br />1/4' I.tASONRY ANCHOR <br />2/ POST INTO CONCRETE <br />SCREEN ROOM 2 0 POST <br />AND 2'-0' O.C. <br /> <br /> <br /> <br />1/4" MASONRY ANCHOR <br />21 POST INTO CONCRETE <br />SCREEN RoolA 2 0 POS T <br />AND 2'-0' O.C. <br /> <br />ALUMINUM SCREEN ROOM <br />UNDER WOOD FRAME PORCH <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br /> <br />EPS WAll PANEL <br /> <br />/ 1 1/2" x 3" x 0.090"'. <br />RECEIVING CHANNEL <br />110 x 1/2' S.IA.S. 0 6' O.e. ....IN. <br /> <br />3/4' Pl YWOOO ()(CK <br /> <br />1/4' x 1 1/2" LAG SCREw <br />wi 5/8' WASHER 0 24" O.C. <br /> <br />COMPOSITE PANEL WALL TO WOOD DECK <br /> <br /> <br />AlWINUl.I POST SEE TABlE <br /> <br />3/4" Pl Y'WOOO DECK '" <br /> <br />- BOt. T SEE TABLE <br />~ u-cuP <br />LAG SCREW SEE TABLE <br /> <br />POST TO \VQOD DECK <br /> <br /> <br />LAG SCREWS <br />SEE TABLE <br /> <br />l' l< 2' CHANNEL <br /> <br />LAG SCREWS <br />SEE TABLE <br /> <br /> <br />SCREEN ROOM WAll TO WOOD DECK <br /> <br /> <br />@ VlRO\N SOIL <br />e 15"x16"x4' CONe. PAD <br /><0 so Las. 2500 PSI CONCRE T'E <br />o REPLACf:O son. <br />() 1/4"xl 1/4' EXPANSION BOlT <br />2 EACH PER BAS( <br /> <br />ISOlA TED FOOTER <br /> <br />ANcHOR AllOWABLE lOADS AND 1.l.A.X.. LOAD AREA rOR ANCHORS <br />ANCHORS INTO WOOl) FOR OPEN BVllDINC$ <br />...u.OWA8LE lO/.O II.lAX. LOAD AREA (5.F.) 0 120 hf.P.H. Vt1ND LOAD <br />I ~ ANCHORS 1 2 3 4 <br />OIA!.lETER ANCHORx E1.lBEDI.IENT <br />1/4' x l' 26~1/13 S... 5281125 5... <br />1/4' x 1 1/2' 39'S1/19 S.F. 7921/~ 5... <br />1/4' x 2 1/2" 660//31 5... 1,3201753 S.F. <br />5/16" x ,. 3121/15 S.F. 6241/30 5... <br />5/16" x 1 1/2' J,?81/22 S... 9~I/45 5... <br />5/16" x 2 '/2" 780//37 S... 1,5601/74 5... <br />3/6' x ," 'Y:>61/n S.F. 7121/34 5... <br />3/8' x 1 1/2' S3~I125 5... 1.068//51 S.F. <br />3/6' x 2 1/2" 8901/42 S.F. 1.780//85 S,f. <br />ANCHORS INTO CONCRE~ fOR OPEN BVllDiNG'S <br />ALLOWA8LE LO/.O / ....AX. LOAD AREA (5...) 0 120 hf.P.H. Vt1NO LOAD <br />1 ~ ANCHORS 1 2 3 <br />DIA!.lETER ANCHORx EMBED....ENT <br />1/4' x 1 1/2' 7571/36 S.F. 1.5141/39 S... 2.2711/108 5,.. 3,0281/'44 S.F. <br />3/8' x 1 1/2' 1,050//50 S... 2.11~I/S3 S.F. 3.171//151 S.F. 4.2281120' S.F. <br />1/2' x 2 1/4' 1,443//69 S... 2,8J3IS1/137 S.f. 4.329//206 S.F'. 5.7721/275 S.F. <br />THROUGH BOt. TS POST TO BE.6.M rOR OPEN BUILDING <br />ALLOWABLE LOAD I MAX. lOAD AREA (5...) 0 120 lA.PH. Vt1ND LOAO <br />1 ~ ANCHORS 1 2 3 <br />DIAhlETER ANCHORx (LENOn. - POST THICKNESS + 1/2'1 <br />1/4" x t+l/2' 2.35$1/112 S.f. 4.712//213 S.F'. <br />3/S' x t+1/2" 5.3001/252 S.F'. 10.500//505 S... <br />1/2' x t+l/2' 9,~261/4~9 5... <br /> <br />79211~ 5... 1,ru$I/50 5.F'. <br />1,18$//57 S... I,~4//75 S.F. <br />1,9801/94 s...2,64011'25 S.F. <br />9Y$1/+5 5.F'. 1,248//59 5... <br />1,4041/67 5... 1.872//89 5... <br />2,340//111 S.F'. 3,1201/148 5... <br />1.068//34 S.F. 1.424//68 S.F. <br />1,6(J21/75 S.F. 2.IY$II'02 S.f. <br />2.6701/157 S.F'. 3,560//159 5... <br /> <br />4 <br /> <br />7,O~I/336 S,F'. <br /> <br />TABLE 1: I.lAX. ROOF AREA FOR ALUMINUI.4 POST fOR A HOOse: PORCH <br />FOR ALLOwABLE ROOf AREA use: .AREA. .. S x (W/2 + O.H.) <br />EXA....PLE: .~- r . W ~ 12'. & O.H. +- 2' THUS: "AREA" - 56 Sf' <br />POST TY?E MAX. .6.UOW. ROOf AREA fOR VARlOUS TYPE POST IN Sf' <br /> <br />POST HGT POST I.lAX I WAlKON UP TO 55 I/Sf & 120 lo@H Vt1NO L <br />J"x_3'xO.060' -ROlL FOR~EO.._______________________________ <br />;- 9' 8,760 167 <br /> <br />3'x_3"xO,060' _SCALLOPEC'______________________--------- <br />10'-10' 10,000 190 <br /> <br />3""_3'x_0.90' _ T\J8E'__________________________________ <br />11'-10. 14.850 277 <br /> <br />J""_3"x 0.125' _TV8E'_____________ <br />11'- 8' 19.440 643 <br /> <br />4',,_4"x 0.125' _T\JBE,_________ <br />15'- 9" 25.190 499 <br /> <br />. ALLOY 6063 T-6 <br />.. ALLOY 3105 1116 <br /> <br /> <br />3' x 3' AlUM. POST OR -i& <br />4' x 4' P. T.P, POST IN <br />CAlVo POST ANCHOR AND <br />4-1/4' x 2-1/4' TAPCON <br /> <br />3-1/2' SlAB <br /> <br />2 15 BARS EAQi WAY <br /> <br />--t <br /> <br />12' <br /> <br />1 <br /> <br />POST TO SLAB DET,b'L <br /> <br />NOTE:. NO FOOTING REQl.JlRED EXCEPT WHEN ADDRESSING EROSlOo.... <br />2'-0' MIN. 1A1..... 2500 PSI CONe. W/ <br />BUORE SlOPE €~6-1Oxl0 W.W. t.eESH OR <br />FIBER I.lESH TYPICAL <br />1 15 BAR CONT. 1 ,.. eAR CQNT. <br /> <br />JI/T~...~ J. <br /> <br />HOlE: fll(R IIE9l COlCRETE DOCS ...~ <br />HOT R(QJIJlE 'MRE lL~ <br />FLAT SlOPE / NO foonNG I.l00EF.ATE SlOPE rOOTING ST'E!:P SLOPE foonNQ <br />o - 2"/12' 2' /12" - 1'-10' > 1'-10' <br /> <br />SLAB DETAILS .t.DDRESSING EROSION JOB NAME <br /> <br /> <br />ADDRESS <br /> <br />~ g <br />~ "'~ <br />:I -S <br />lXtg ~~ ~ <br />w3 Q"Q" VI <br />i!:lst <0 0 <br />o~ .O")i <br />~~ . 0> <br />o E3Q ~ ~ <br />~i ~9 8 ~ <br />oil . -~ o~ <br />\Il~Vl \oJ;! O?::O) <br />~o~ 8w~ sa'? <br />l};lX o~ I 5 ... '" <br />o<(~ ~()oQ) Zw <br />~~~ ~~~ ~ ~~ <br />\Il~-l ffi~~~ ~I.) <br />~.^oo.. j: o.W <br />VIol<. Cl<:zn < wU <br />wzw <50 2: o~ <br />o~~ ~3~ ~ ~t; <br />!fICI<:" ...u.. 0 xel <br />FOO Vl?::O Q) ~CI<: <br />..: N"'; <br /> <br />0) <br />~I- <br />:>z <br />ZW <br />Q):i~ <br />W:>Q. <br />a:-J2 <br />~ <0 <br />000 <br />:>z..... <br />~<(J <br />O>Qz <br />0- <br />O~ <br />:I:~ <br />II. <br /> <br />~ <br />~ <br />~~ <br />@~ <br />Ii ~~ <br />Q" <'41'0. <br />..Jl9 0")1 <br />~~ ~~~ <br />~ l51'o.~ <br />~~~~~~ <br />~2:""~w'" <br />~~g5~! <br />~q5d~ <br />o Q,,"'"l<. <br /> <br /> <br />SHEE T , <br /> <br /><1lb <br /> <br />DRAW1"'Jr. ',' -'~R 1 PERMIT ON'~ Y <br />