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<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. 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