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<br />< <br />". II JND :"BRAC~I'NG IJ~ TAl L <br /> <br />i~~/~ <br />~~" 0SF~~" <br />(71tP.) "DIAGONAl. ",ND_~ Y <br />BRACING W,N/fl (2),"tb{2- <br />(roE) SAl.5. t# CA. END'" <br /> <br />" <br /> <br />, <br />" <br /> <br />p'!.r;~C77NG PDOL 9AGE. <br /> <br />PLAN ,(J'....s" PROJ. <br /> <br />" <br /> <br />- - '-ALTERNATE BRACING .LOCA71ON <br />''if OP71ONAL BRACINfJ NOT REQ/RRED FOR WIND REGIONS ~ 120 IIPH <br />. . . <br />"1 " <br /> <br />~ <br /> <br />/.I~ <br />~ ~~ >< <br />~ J')q <br />V. .~ <br />FRONT WALL (j l'P.) - <br /> <br />PLAN >>,...,.- f'ROJ. <br /> <br />/ <br />XT~ <br />K~:i <br /> <br />PIp .v"",,0- PIIIJJ. <br /> <br />~ <br /> <br /> <br />rn'~~. <br /> <br />V.' · EACH tVlDITIl1NAJ.. <br />EXTERIOR A4Y <br />RE'ItWD 4J'-8'" <br />/. :........... MJST.1JE RRAeED <br />· !LEv. .. ..... /ltJ1E; ~- PIJRUNs I: DlAtJa.IAL <br />KIND BRACING SHALL BE IIITERED 7D <br />g s.i '., f' ROOF BEAMs FRAMED m pos., RT AND LDC.4~ W7HIN THE PLNiE <br />II AWII. BEAM t7lP')yfSEE TABLa r7, ~O~~~ <br /> <br />~I ~ ~ I /~ ,/ _" ~~~.l.~... <br />Qi Y ~ L~ .,.. If ~_. ~.. M.t~ <br />--~ '~~ S = ____ T~) ~""""'_" <br /> <br />_ , .w- :::':':'\ <br /> <br /> <br />" ;; 11 . 1.. ....... <br />PLAN . '-' (J/I' ImII!#' .... . __ """'" <br />NON-rPROJFC77NG POOL CAGE "",,' 7 -r'8RACIMr <br />.. /- (SEE DETALS BELoW) <br />CABLE (txl- <br />K-BRACE) <br />I L.~':W~. <br />IL"'" TASI.E <br />./1 ............ <br /> <br />,K-QRACE DETAIL. <br />NO'(E: AlA Y BE USED IN LIEU OF CABLE BRACE FOR WAU.s <br />~ '0' HEIGHT (flIN1J s 120 HPH) . . <br />Sf!JF ~f:'1l . B' HEIGHT (flIN1J >>120 NPH> . . .. <br />l/QIQ: CfJNN1:rm(JN MTAR. M1N. rIG L /:.. <br />I.) $I7E SPEr:IF1C ENGINEERING SHALL BE REQUIRED FOR: A. FREE-STANDING STRUCTURES II/N. .06" PLATE I"UtII: I/:.j. <br />a WALL HEIfJH1S > 18' ~ RfXF HDfHTS > 25' O. NO.'OF EX7ERJOR WAl.L:S > J W/ (4) liD SUS.N!JtBER '<V. =- <br />E. WAU. HEIfJH1S > 4' ABO~ HOST S7RtJC7URE WAU.s O.5.AJ- a.c. I//N. <br />2.) ALL SCREEN 'sHALt BE 18/14 txl i.ARGER <br />JJ FOR EXPOStIiE. 'C:.IltJL7R.Y AU. WALL MEA. VAW.ES BY.76 (R<<F BEAMS ARE NOT AFFEC7ED) PJi.ST ~2" X 2- <br />4J AL7BlNA7EMAClHCt IN UElJ ".CAB/.E: 1-Jt2...tJPEN'SAa<i txl t 1-~~ .~k41....,0 SUS " K-BRACE <br />INTO EA. ctJNNEt:7ION PT. . . .. i'T" r' . V.. IIIN. nn:or <br />4) jW, POa. (SCREEN) ROOF.BRACING (PURUNS) SHALL BE IIIN. .2"x2': a."7E <br />fl.} PURLIN$, OR C'fA.IIR4IL. I/UST ATTACH 7D BEA.I4 txl c<<., IJTIJJZ1NG INTERNAL SCIlEW .' . rwI <br />BOSSES (IIIN. (I,) liD SItS) OR IN7ERNN. CR EX7ERNAL. 2.' ~ OR 'V CHANNEL. . .,'. I' X 2" <br />. w~ ,(2) liD" SIIS / FAGO, '. '.. ~. .....~,~x _' . <br />7.) CABI.E BRAaNfJ FA$TNERS (AT EA. END) SHAJ.J. BE ANCHORED W/ IJ1N. .('9 liD SIloS:, ... ... <br />OR (t) J"r" (x Z- IJJN. EJ/BED.) calC. ANCHfM txl (I,) 1/4-" (x 1 1/2 IIJN. EJ/BED.) . . K-BRACE <br />CCNC. ANCHORS /N7'rJ IJJN. ,,- (NQIINAL) calC. stAB. ' <br />..~ <br />L ,- x r 1t .CJtI- It r U1. <br />W/110 0 ,. '/:/"-o.c. STAGGe1i'S) <br />(M/N. (2) PER <br />AllJJL Pf1~ r L <br /> <br />BEY. <br />---- <br /> <br />,.'.~ <br />. ~ <br /> <br />. <br />. . , <br />.. ~ <br /> <br />.i <br />: <br /> <br />/ <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />CARI':- RRAfJINfI R1R PnI:II lJA~ <br />~ PAIR OF CABLD: (2) 1Ar" SS CABLES BRACE!) IN OPPOSI7E <br />'liONS, APPROX. 46"T() tiRotJNo. . . <br />a) ALL CWS SHALL ATTACH FROM THE TrJP RAIL 7D THE BASE <br />Z. STANDARD'RaINDINfJ-a:1r RtJLES APPLY TO c.u.CUI.ATE N/JAIBER OF <br />CABLE 'pAIRS (La z.~ Z.~) . <br />~ RRACINQ RFt1IlIfmImT <br />.4. 1 PAIR OF C4BJ.!S islllN. REQlJ/REJJENT <br />a AREA - FRONT WALL AREA <br />+ '/2 SlOE WALL AREA. <br /> <br />SITJt; WALL RRACINQ RFY:1I~mT <br />.4.) USE SAllE. VALLe' AS FRONT WALL <br />a) stREEN (WALl,) AI/E4.. SlOE WALL AREA <br />CJ PAIR OF CAB/.ES. (tJ CABLE BRACED' SAC/( <br />mWARO HOST STRUf:ttJRE . <br />0.) l/!J, CAlID JIiE REQUIRED Fr:JR WALLS-' <br />. .1110 u. CIl.,tt.'iN (tW1$. UD II1'H) <br />. · ,oo.u. CIl " .. Im7H (tW1$ ~ ,., II1'H) <br /> <br />ALLOWABLE SC1REEN <br />,~~~~ <br />BRACES (sr.) <br />450 <br />394 <br />:sso <br />JOO <br /> <br />WIND REGION <br />, '(MPH) <br />~ 120 <br />< IJO . . <br />~14D <br />~ 150 . <br /> <br />~ <br />X <br />~ <br />C(, v>< <br />VI)<'J~:I~X!"" <br /> <br />~LAN 4"..;s- PROJ. <br /> <br />~ <br /> <br />~I'" <br /> <br />V <br />IX .. <br />. AJ :r~ <br />'^, ;:1 <br />... <br /> <br />5W; <br />. ~'I~ <br />l/ @s~~ <br />,v i~~ <br /> <br />-. <br /> <br />CORNER. . <br />~. POST-:. <br />~.RA4: 7DP <br /> <br />~ 2" % 2- <br />BRACE <br />5"'1t S"1t.D6- PiA 7E <br />eJ.Ni. <br /> <br />~ <br />IIIN. "-.-6-, BfJr!!E" <br />PlA 7E \ <br />Z.~.. . <br /> <br />. ...... <br /> <br />1..'-lf2- BA.SF <br />PlATE <br />THESE STRUCTURES DESIGNED KrTH. THE 2004 <br />. FLORIDA Bl..DG. CaJE W/ 2006 SUPP/.EJ/ENT <br />ct CHAP. 6 OF" ASCE' 7 FOR l1o-tSO"UPH <br />WIND 'E.oaTY.(~ SE'C. GUST) EXPOSuRE B ct C. <br />miD .AFTER '2-1-09 . /"'.77, . f-!;!h.n'7 <br />DA \.fD NORRIS ENGINEERING' <br />11~ cOLEJiAN RD. <br />WlN7ER'HA~ FL ~ pn 1 A <br />(883) 299-1048 RE. mS6 ~.- <br />