<br />eSe/OJ -~b
<br />
<br />r
<br />rR A.lJ( .'.NO AlLilollN LiLA
<br />SCREEN, ......N'!i. ~ ClJo.SS wJ..U.
<br />SU DHAJLS Sf.:cn~ 2 CR ~
<br />
<br />o crN TtR LE!X;(R F1E:R
<br /><!> 2.:<6. JOIST HANGrn [,A,C;H ENO
<br />@ BRlOONC 43' O,C.
<br />HOST STRUCTURE
<br />
<br />
<br />5/8' pt ywooo
<br />F A~ GRAIN
<br />PERPtNOIClJLAR
<br />TO ..oST
<br />
<br />
<br />E?S wALl PANEL
<br />
<br />3/'. pt.,.-*XlQ D(O<
<br />
<br />1 1/2" x J- x o.~-
<br />/ R"::CfJIt,NG CHANNH
<br />. 110 x '/2' 5.1.l.5. 0 IS. o,c. loIiN.
<br />
<br />1/'" x 1 1/2. LAG SCREW
<br />wi 5/a- WASHER 0 24. O.c.
<br />
<br />COMPOSlTE PANEL WALL TO WOOD DECK
<br />
<br />3/" Pl"'-NOCO I)( 0< ""
<br />
<br />
<br />AlI.'\.l~UI.l POST Sf.:E TABU:
<br />
<br />NOTE:
<br />
<br />" 'MOn-i (VARIES) l
<br />" '
<br />3 1/2' CONCRETE SlAB 3/8',0' oo..T
<br />AlTERNATE PT
<br />PINE POST
<br />LEDCiR $lJ~ORT
<br />
<br />l. ALl. '''''All. FRAJ.r,HC 15" O.C.
<br />(EXct?TICti: 2'" o,c. FCR
<br />'K>OO STORAC:S:: RC<<oI)
<br />2. PlE:.R POS T 0..'" B( 00.. TED
<br />TO SLAB OR ~TiNUI)lJS
<br />F 00 7ER OR H A \;{ ISQA TED
<br />~C?ETE FOOTER EACH ?1ER
<br />SH OCT~l
<br />
<br />NOT1:: crNT(R SlRlNC:S::R RtOUlRfD (toll Y
<br />IF' OCPn.; CF D€O< EXCEEDS 10'
<br />HURRlCANE A.'1OiOR EAOi ..os,
<br />TO ctNTER SIRIN<:<:R
<br />
<br />TYPICAL WOOD DECK
<br />
<br />P.zl' wew:o 5c?'(',yS w/
<br />~/~o WASi'ERS 3 P(R PANEl.
<br />
<br />/ .l.l.IJI.CNUIJ Cl)V(~ (Sf.:~ cc..'NECnCN to
<br />HOST STRVCTVRE)
<br />
<br />\
<br />
<br />20x'0 ST\.JOS
<br />
<br />
<br />2 ~T'ERNAl l'$ ~
<br />RtCD~ O'.ANN(L
<br />
<br />- 2 1/" ()(.u.lEiER
<br />OC\. TS EACH ....."<CU:
<br />
<br />, f1 Ox1 1/2. $).1$
<br />EACH 1J.KU
<br />
<br />-- Ht"R~o.."'E ANCHORS AND Al TERNA TE
<br />SNOS TIY AND 90TIC..
<br />
<br />2"x" TOP :>I_~ IT
<br />? . T P"oN(
<br />
<br />
<br />AFi>RQ\;{!) 9t:lNC
<br />~s RtWRtD
<br />1/,ox3" BO...TS OR
<br />T-80...TS I'<TO ~c.
<br />9...l.8 02,0 C.c. '''''1
<br />1/S"x' '/2" wASi'ER'S
<br />
<br />s
<br />
<br />
<br />AllJl,(lNULA SEAJ.l rR~j,QNG
<br />iNTO CORNER ~ \;()OO rRAJ./ED uTIUTY SHD OCTAIl.
<br />______ PT. 20x'"
<br />
<br />5"x6" - lOxlO ww;:
<br />
<br />t
<br />
<br />1/"xl" LAG 8O..T
<br />2 ~ POST
<br />
<br />,/,' i1-\RV ecu (1)
<br />
<br />AlLI\lINVW CAsr.NC
<br />
<br />POST .1ooxJ.xO. 125'
<br />
<br />1 / ," I.IASCNR'T' A. '1o-t<:.R
<br />2/ POST iNTO CONCRETt
<br />SCRUN RroJ Z 0 POS T
<br />J.J-IO 2'-0.' OC.
<br />
<br />, /4"'2" LAG 8Q.. T
<br />2 ~ POST
<br />,'x.2' TIY A.'It) BOTTCJ.l
<br />PlATt. ~... 2' C.c.
<br />POST Z'xl'xO.OHo EX1"R.
<br />110-.1 1/2. S(;;REWS 31
<br />POST UlN. TCP .....'10 eOT.
<br />
<br />
<br />
<br />'/4' I.IA$CNRY AN~
<br />2/ POST INTO. CONCRETt
<br />~ ROC>>J 2 0 POS T
<br />.'.No. 2'-0." o.c.
<br />
<br />ALUMINUM SCREEN ROOM
<br />UNDER WOOD FRAME PORCH
<br />
<br />ALUMINUM CONVENTIONAL CONSTRUCllON
<br />PORCH POST CONNECllON
<br />
<br />~- 30...T SH T",eLE
<br />. --- u-cup
<br />
<br />LAG SCREW sa TABLE
<br />
<br />2' x 5' CR 2" I 80
<br />o IS" O.c.
<br />
<br />POST TO \YOOD DECK
<br />
<br />3/,0 P~ y~ D€CX
<br />
<br />~"'- l-4. G so;:e:ws
<br />I ~ $E:r TA&.[
<br />I
<br />
<br />
<br />\' x 2" CHA."NEL
<br />
<br />;:. x 5" ~ 2" x e"
<br />~ ~ 15" O.C.
<br />
<br />JoG ~ws
<br />s.::r iA3LE
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />
<br />AL TERN'" T'E POST: I~ ~XJO DE:CX CR eoJ.l
<br />," x ," P,T.?, "" ~ /' FOO AllAliM.:\A RCQ"
<br />N
<br />
<br />
<br />@ VlR(;lN S(lL
<br />e 16.116..'. ~c. PAD
<br />to so Las. 2500 P$l CONCRE TE
<br />o RE?lA em soo.
<br />~ 1/"x2 1/" (pANS/ON SOlT
<br />2 EACH ~R BAse:
<br />
<br />ISOLATI.D FOOTER
<br />
<br />
<br />~ -"UOWABLE Lo.l'l)$ ANO l.IAX.. LOAD AREA FOR ANCHC(<S
<br />~ INTO 'M)OO ,CR OPEN BulLOINC'S
<br />All.owA$U; lOAD / !.lAX. lOAD AA(A (5...) 0 120 foI,?.H. \'mO LOAD
<br />I ~ ....'lOiCRS 1 2..10
<br />O/A.VE TER ANCHORx El./&Ol.lEN T
<br />
<br />1/'" I ,. 26-4//1.10 5.F. 528//25 So..
<br />1/40 x , 1/2. .109'$1/19 S... 7921/~ 5.F.
<br />1/'" x 2 1/2' 6601/31 So" U2o.l/6:3 $...
<br />
<br />5/15. x l' .101211'~ S-F', 62'1131:> 5."
<br />5/16" x , '/20 ~/122 S,F. 9JQI/'5 S,F,
<br />5/'6' " 2 1/2. 781:i1lJ7 S.F', 1,5001/74 5...
<br />
<br />3/80 x ,. ~6Ii17 S.F', "211~ 5."
<br />.10/8" x 1 1/2' 5~1I25 5.,. 1,06el/51 S,F.
<br />3/80 x 2 1/2" 8901142 S.F. 1,781:i1/85 5.,.
<br />
<br />........~ INTO CONCRETE FCR OPEN B1JllDlNGS
<br />
<br />AlLOW.l8l! LO.A.D /I.lAX. LOAD AREA (S.F.) 0 120. IoI,P.H, 'MNo. lOAD
<br />I ~ .....'<01~' 2 J
<br />OlAl.lETER .'.NCHORx EJ,.l6(Cl.I(....T
<br />'I'" " , 1/2' 75711~ 5.,. 1,514//39 s.F'. 2,27'11'08 S.F. 3,0281/144 SoF,
<br />
<br />3/8' " I 1/2. I,O~/I5() S.F'. 2,1141/53 S,F, 3,17I1/1~I SF, ',228//201 S.F,
<br />
<br />1/20 I 2 1/4. 1,44.101159 5.F. 2,~111)7 S.F. ',3291/206 5.F, 5,7721/275 S."
<br />THROVQ.; sa. is POST TO 8(AM FOR OP(N BUIUliN~
<br />
<br />All.Cw.l8l! LOAD II.IAX. LO~ AREA (5...) 0 120 jJ,P H. 'MNO LOAD
<br />I r:F AN01~ , 2 3
<br />O/A.VETER ANCHOR:.< (LD<GTH - POST THIO<NESS + lit')
<br />
<br />1/'. I \+1/2' 2,3-5eII"2 5... '.7'2//213 SoF.
<br />.3/8" x (+1/2" 5.J(;(;#/252 5.F'. '0.,60011505 S.F,
<br />1/2" x (+1/2. 9,'261/H9 51".
<br />
<br />~
<br />
<br />7?2IIYJ s." 1,~'I5() 5...
<br />1,1881/57 5.., ',~1f75 5J,
<br />l,981:i1/9' 5.', 2,54011'26 $,F',
<br />9~/1+5 5." 1,248//59 5.F,
<br />1,4C41167 $.F. ',8721169 S,F,
<br />:U~II11' $,F', 3,120.1/148 S.F',
<br />',~I/~ S.F, 1,'2'1/63 S.F',
<br />1,6021/76 SF. 2,1361/102 $.F.
<br />2,57CI/167 S.F'. :3,5001/169 S.F,
<br />
<br />,
<br />
<br />7.06J!c11~ 5.F'.
<br />
<br />TA8t! 1: lolA-X. RCQ" ~A FOR ALUl.llt~\A POST FOR A HOO<X: P0<Oi
<br />FOR All.01t'-"8t! ROOf AREA IJY.: "~A" ,. S x (W12 + O.H.)
<br />E:V.lolP1.L: ~- ; , w . 12'. .!t O.H. +- 2' n-iUS: "ARrA' . 50 SF
<br />POST Tl'f'( I.IAX. AUOllf. RO<:F AREA FC(< VARK;w..;S T'r?f: POST IN SF
<br />
<br />POST HeT POST lO.x , WALJ<(.N UP TO ~ I/SF & 120 Io(?!; 'MNO L.
<br />30._3.xO.~O'...RDU. F~ED.._________
<br />;- 9" 8,760 t67
<br />
<br />.1o.x_3"'xO.06-O' _SCAU!YfC'_______________
<br />10.'-10. 10.,000 190
<br />
<br />3.x5,_0.90' _T\!~'
<br />1"-10.' '4,e50
<br />
<br />277
<br />
<br />3"x_3"', 0.125" _T\!8(.______________
<br />11'- 8' 19,'40 &4.10
<br />
<br />,'x_,', 0.,125' _T1J8(.~___
<br />1~'- 9. 25,190 ,S~
<br />
<br />, All.0"" ~.3 T-5
<br />.. AllO'!' .101~ H15
<br />
<br />
<br />J
<br />
<br />,r
<br />
<br />1
<br />
<br />3" x 3" AlL/Y. POST OR tb
<br />4' x ," P.T.?, POST .N
<br />CAL V, POST ........CHOR AND
<br />'-'I'. x 2-1/4" TAPCU-<
<br />
<br />.3-1/2' SlAB
<br />
<br />2 ~ BAAS EAo-i WA '!'
<br />
<br />IJ AXlIJl..'4 uPUF T I
<br />15'xllS'
<br />2' 'xl' 0
<br />~.~. ,
<br />
<br />POST TO CONC ETE PAD DETAIL
<br />
<br />POST TO SLAB DETAIL
<br />
<br />NOTE: NO rOOTING RECVRtD EXCE:.?T 'liHEN AOORESSlNG EROSON
<br />2'-0.. UlN. lAIN. 2500 ~ C(t.Ic. WI
<br />BUORE SlWE 6x5-'ex,O W.W, l.IESH OR
<br />nBtR l.IE: SH T'T'?1CAL
<br />
<br />~I(: f"E(R ~ ~n: OC(S
<br />/lOT REWllf: w:t ~
<br />F'LA T SlOPt I NO F'oonNC
<br />0. -
<br />
<br />tn
<br />~ ~
<br />Q ;eV'
<br />::I cz::; :1
<br />wig ~g is
<br />~a 0..1:\. t;;
<br />~~ g~ ~ I
<br />i5~ c)l/l ~ W
<br />i3 l..IQ - u
<br />~<aJ ~g ~ ~
<br />VIi:: -0 u ~
<br />Vla.n gi <i ~'"
<br />~o@ U'j~ 9 ~"?
<br />Br.b! ~;( r:5...OO
<br />D~~ 8u: a:l i5~
<br />~w~ :t~e:i. ~3
<br />~~j 5?c~ ~ ~w
<br />,-,,,,0 Cu ~ Q.u
<br />ii\<.).... cz:zg 0( '"'z
<br />wzw 0(- zoo(
<br />Dsi:: ~g~ 0( VIi;;
<br />'i!~... >-0.... g ~~
<br />I='ou .,.,:i1;o a:l ~cz:
<br />...; N"';
<br />
<br />0)
<br />2r-
<br />:::>z
<br />ZW
<br />~:1:~
<br />LU ::> Q.
<br />0: ..J 2
<br />~ <0
<br />000
<br />:> z.....
<br />0:<
<br />t; o~
<br />0-
<br />o~
<br />:!:(2
<br />u.
<br />
<br />~
<br />~
<br />...
<br />
<br />g~
<br />j; ~~
<br />~ ~~
<br />~~ ~~~
<br />i!~~i~
<br />~:;:~~"
<br />zoor~"~
<br />3gg~i!
<br />!i3. q~'j~
<br />rd!J Q. Q. ....
<br />,
<br />
<br />Sl->TI T 1
<br />
<br />q]
<br />
<br />CF q]
<br />
|