<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.
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<br />/
<br />XT~
<br />K~:i
<br />
<br />PIp .v"",,0- PIIIJJ.
<br />
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<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~) ~""""'_"
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<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$TNERS (AT EA. END) SHAJ.J. BE ANCHORED W/ IJ1N. .('9 liD SIloS:, ... ...
<br />OR (t) J"r" (x Z- IJJN. EJ/BED.) calC. ANCHfM txl (I,) 1/4-" (x 1 1/2 IIJN. EJ/BED.) . . K-BRACE
<br />CCNC. ANCHORS /N7'rJ IJJN. ,,- (NQIINAL) calC. stAB. '
<br />..~
<br />L ,- x r 1t .CJtI- It r U1.
<br />W/110 0 ,. '/:/"-o.c. STAGGe1i'S)
<br />(M/N. (2) PER
<br />AllJJL Pf1~ r L
<br />
<br />BEY.
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<br />
<br />CARI':- RRAfJINfI R1R PnI:II lJA~
<br />~ PAIR OF CABLD: (2) 1Ar" SS CABLES BRACE!) IN OPPOSI7E
<br />'liONS, APPROX. 46"T() tiRotJNo. . .
<br />a) ALL CWS SHALL ATTACH FROM THE TrJP RAIL 7D THE BASE
<br />Z. STANDARD'RaINDINfJ-a:1r RtJLES APPLY TO c.u.CUI.ATE N/JAIBER OF
<br />CABLE 'pAIRS (La z.~ Z.~) .
<br />~ RRACINQ RFt1IlIfmImT
<br />.4. 1 PAIR OF C4BJ.!S islllN. REQlJ/REJJENT
<br />a AREA - FRONT WALL AREA
<br />+ '/2 SlOE WALL AREA.
<br />
<br />SITJt; WALL RRACINQ RFY:1I~mT
<br />.4.) USE SAllE. VALLe' AS FRONT WALL
<br />a) stREEN (WALl,) AI/E4.. SlOE WALL AREA
<br />CJ PAIR OF CAB/.ES. (tJ CABLE BRACED' SAC/(
<br />mWARO HOST STRUf:ttJRE .
<br />0.) l/!J, CAlID JIiE REQUIRED Fr:JR WALLS-'
<br />. .1110 u. CIl.,tt.'iN (tW1$. 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.
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<br />IX ..
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<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 />
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