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<br />I I <br /> <br />, <br />" <br /> <br /><.. hi J Nfl ''BRAC7NG D~ TAl L <br /> <br />.... <br />/. <br /> <br />i;; f" /,~ '" <br />.l~ V ~~. l"xi. <br /> <br />." ~ <br />(T'IP.) "DIAt:JaI. ~ 1IfND_ __ L/ <br />BRACING W,N~ (2).'ItOJa-lL_ <br />('roE) SM.s, tIil CA. END ' <br /> <br />I <br /> <br />~, ~". <br /> <br />- -.- AL7mNA7F BRACINtJ l.OCA 710N <br />.* 0F110NAJ. BRAaNG NOT REQ1JIRED FOR IIWD REGIONS $ 120 IJPH <br /> <br />. ,'. . ~ , <br /> <br />DPr1. .....-.... .- PtrJnl _CA GE <br />" . <br /> <br />PLAN I ~.r PIH11 I'LAN ~~O- PIIQJ. <br /> <br />~ <br /> <br />/./'" <br />~ .,~ ~.. <br />~, ~^" <br />" J')q <br />V' ." <br /> <br />- <br />FRONT WALL (TYP.) <br />PLAN 33'-4- PROJ. <br /> <br />/ <br />.. X. <br />~~~ <br /> <br />.~~. <br /> <br />~~ <br /> <br />BEY. <br />.- <br /> <br />. .II <br />.....~// <br /> <br />1.1:1 .,..T <br />M <br />II . I <br />!Qi / <br />-~'I~~. <br /> <br />Df.6.N.. "ii.-....._ <br /> <br />NON...,OO^ <br /> <br />PODL CAGF <br /> <br />" <br /> <br />CABLE (OR- <br />K-BRACE) <br />I L.I-~. <br />V TABLE <br />~........... <br /> <br />. <br /> <br />: <br /> <br />V . · EACH AlJD1Tll1lW.. <br />:. EXTERIDR Aot)' <br />1lEYDND 41'-8'. <br />/- :--...... IIJST Be 1JRACED <br />· .€ZEv. .. ... /JD1E; ~ PtlRlJNS . D1AGaiAL <br />WND BRACI/(J SHALL BE I/lfERED 7D <br />ROOF' BEAMS FRAI/ED ro Post""7 :Jl :: ~~LANE <br />(SEE TABI.ES I . (NOT SZ1RF"GlE' MDlINTED) .. <br /> <br />-' ~~~~.. <br />" (iii . ~'I1!RAClNG. <br />~ \.. TAEas)~. ~. '- . <br /> <br />/' "Ie'" "iiACiNrr <br />(SEE DETAILS BEl.OW) <br /> <br />~ <br /> <br />ALUM. BEAM m1vy <br /> <br /> <br />I ~I!= <br /> <br />.., <br /> <br />i.~. " <br /> <br />. <br /> <br />'" <br />~' X. <br />)q - . ~ ~3 <br />~, )( .. <br />VV~[)("" <br /> <br />PLAN 41'-'8'" PRDJ. <br /> <br />~ <br /> <br />",...., 1"- <br /> <br />" <br /> <br />/- <br /> <br />~b <br /> <br />~!i <br />~U~ <br />1/ @i~~ <br />Vr\ i~~ <br /> <br />- <br /> <br />TYPICAL POOL CAGE ELEVATION <br /> <br />.K-BRACE BETAIL <br />NOTE: IIA Y BE USED IN UEtJ OF" CABLE BRACE FOR WAU.s <br />s 10' HEIGHT (VINlJ It; 120 HPH) . , . <br />II B' HEIGHT (VINlJ >120 NPH> . , . <br />CfJNN/:rmrw ~H' UIN. ~xr L ~.. <br />A. FREE-STANDINrJ S''1RUCTURES UJN. .0t1" PLA7F """'II: 1/: . . . <br />D. No.'OF EX1ER1OR WAU:s> J W/ (4) #10 SItS/&fBIBDl '<v-- <br />o .5,Ar- a.C IIIN. <br /> <br />~,. ~r'X2- <br />~~f ~~tr <br />~. , , Pt.A7F <br />. .... X 2- <br />.. ... t:IIAI1'IRA1L . <br />~.' ~r'Xr' <br />. ........ V K-BRI.GlE' <br />--- <br />L ,- It 3" It .011- It B" LfJ.. CORNElt <br />W/_1I0 0 " 1/r' o.C STAfJGI!7lfD . . POsr _ <br />(A/IN. (2) PER~1 . I/II.J.,r-, sp~ <br /> <br />ALuu. PosT r ~ ~. oJ \ <br />I BRAer ~. ~ .. <br />S-x 8")(.06- PLATE . . . '. .. <br />DI A AI '-1"'Jr28 BASE <br />~ PLATE <br />THESE STRUCTURES DESIGNED Kr1H. THE 2O(U <br />. FLORIDA BLDG. CfXJE W/2006 StJPPI.EJlENT <br />ct CHAP. 6 OF' ASaC '7 FOR 110-150 UPH <br />KIND 'EtoaTY.(~.sm fJUST) EXPoSuRE B ct C. <br />"1:)JD .AF7E1l'2-1-09 . ''',77 ..- ..:. 1-~~-D7 <br />DA ifD. NORRIS ENfJlNEER/NG' <br />17~ caatAN RD. <br />KlNTER'HA ~ FL JJ880 Pg 1 A <br />(88J) 299-1048 P.E. :mB6 ,- <br /> <br />ctXlNER . <br />,nP. POsr..;. <br />_ \ R.4L 7DP <br /> <br />.f:IIM' t:I ~ II <br />IJJ21E1t <br />1.) $ITE SPECIFIC E. 'fJ1NEERINrJ SHAU. BE REQUIRED FOR: <br />8. WAU. IfI!HIHl > 18' t;. ROOF' HEIGHTS> 25' <br />Eo WALL ~ > 4~ ~~ HOST: STRUCTURE WALLS <br />2J Al.L SCREE/(S!c I/J. BE Mol OR LARfJER <br />J.) FOR EXPOStIIE. ~.UUL ~Y ALL WALL AREA. VALLIS BY:76 (ROOF BEAUS ME NOT AFFECTED) <br />4.) AL7E7W4TEJRA 7tJ IN ISJOT,CABl.E:1-.1t2-..QPEN'BAa<; OR I:. 1~D5In 'W..H4""'0 SItS <br />INTD EA. 'ON Pl . ' .. in" iif r' <br />4) jUJ, POa. ROC . BRACINfJ (PURJJNS) SHALL BE U1N. r'd': <br />4) PURI.JNS, at IJI!ST. ATTACH 7D soot OR CGIC.. U7IJ.JZ/N(I1NTERNAL SalEW <br />SfJSSES (I/IN. (.l f!! ~ ~" at IN'1ERNAL (Xl EX7ERNAJ., 2.' ~ OR 'U' CH.4NNEl., <br />. WA'MK.(~ #10 _ / ;4QO. '. <br />7.) C4BLE BRAaNfJ (AT EA. END) SH.W. BE ANCHORED W/ II1N. '(1 #10 SII~. <br />. OR {I} J"r" (.\'1 :"IIIN.EJIBED.) CONC ANCHOR OR (2) 1/"-" (It 1 1./2 I/IN. EIJBED.) . <br />CONC ANCHORS I flU U1N. 4- (NOMINAL) CONC Sl.A8. . <br /> <br />n.6.t:Ht:' -- l~~ <br />1. A.) PAIR~i: (2) 1tLB"'''.S.S. CAlJLES BRACED IN OPPOS/7F <br />m~71ON~ ~~ ' <br />8.) ALL CNJ/.ES .1. A,IrAQI{ FROU THE TrJP RAIL 7D THE BASE: <br />. Z. STANDARD. RULES APPLY ro CALCULA 7F N/JllBER OF <br />CABLE PAIRS (1.& ~ 2.11-') . <br />FRfWT WAll _~~ A <br />A. (7) PAIR OF C4Ba3' ISII1N. REQUJREMENT <br />8. ~~. .~ AREA <br />+ 1/!J SIDE WALL i . <br />_~W.6." . <br />A.} USE SA.IIE.~ .AS T WALL <br />8.) salEEN (JI4UJ . .. ~ WALL AREA <br />C) PAIR OF CA1JLES -(1) CIBtE BRACED' BACK <br />7DWARD HOST R! . <br />D.) ti11: Q4SlD ~ FOR WALLS:' <br />.,lllJ s.J: CR .,0' . tRD II'H) <br />.'(J(J.s.J: CR " ,. r-'n' ,_ > 1M) III'H) <br /> <br />ALLOWABLE SCREEN <br />'~CF~ <br />BRAces (S.F'.) <br />450 <br />JIU <br />J50 <br />JOD <br /> <br />VtfND REGION <br />, '(UPH) <br />~ 120 <br />< 1JO '. <br />~14D <br />~ 1SO . <br /> <br />'.' . <br />