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<br />
<br />CABLE CONNECTION
<br />DET AIL 1
<br />
<br />'f-
<br />! /-
<br />/~=~~--~='~" !.. -
<br />*' '. '/ I
<br />(,~ ~,' -.-l,~ I_Y
<br />SEE TABLE 1.3 H r\\; ; i ;~ ~
<br />
<br />_~. -=-:- ~ -==-=-..:.::-- ==---===-1'-=-".q--
<br />K-BRACiNG --. ,/; /,/
<br />(OPTIONAL) ___ -.:~ ~~, _ _~ "'~ ~__~
<br />-~c..~~:~~~~':-- ~ -~ -=: ~~2~:~;7
<br />'~......;.~"';:?;k'
<br />
<br />W /
<br />
<br />PERIMETER MEMBER
<br />.r--
<br />/
<br />I
<br />
<br />SCREEN TYPICAL
<br />
<br />SEE TABLE I
<br />
<br />H
<br />
<br />\
<br />~
<br />
<br />;'
<br />
<br />i
<br />-~~-;=--"",,-----;:.~
<br />
<br />K,a;:O,ACiNG
<br />(OPTiONAL)
<br />
<br />--- ---- -- /-
<br />
<br />/---
<br />
<br />,--:-..:_---~---, ,~
<br />, ':"--_"::<":~--:; ----
<br />";'~:;::~::--'--
<br />
<br />TYPICi'\L FLAT ROOF EL~AT!ON
<br />
<br />Ol-'AiR RAJL (TYPICAl)
<br />SEE TABLE 1 ,4
<br />
<br />,. X 2:
<br />GRADE
<br />
<br />CABLE CONNECTiON
<br />DETAil 2
<br />
<br />TYPICAL r/AJ"lSARD ROOF ELEVATION
<br />
<br />CABLE CONNECTION
<br />DETAIL 1 (TYPICAL)
<br />
<br />SCREEN TYPiCAl
<br />CHAiR RAIL (l(PICAl)
<br />CABLE CONNECTION
<br />DETAIL 2 (TYPICAL)
<br />G RA.D E
<br />
<br />NOTE; SIDE WALL CABLES ARE REQUIRED
<br />"''HEN PROJECTION 'SW E.\CEEDS
<br />29'-{)" TI;EN PROVIDE (1) CABLE FOR
<br />EACH 300 SQ, FT, OF WALL AREA
<br />
<br />~s)':
<br />fly,.,
<br />"'S~.'
<br />"'U-9~
<br />
<br />ALUMINUM 8EAMS
<br />SEE TABLE 1 ,lOR 1 .8
<br />
<br />
<br />NOTE, SICE '...ALL CABLES ARE REOOIRED
<br />W;-'E'I PROJECTION 'S'N E.XCEEDS
<br />~f 23"-{)' THEN PROVIDE (1l CABLE FOR
<br />Sl";'v. E,A,CH 300 sa. FT. OF WALL AREA
<br />. CSt:
<br />1?(..Ir.
<br />-ll''?f:
<br />
<br />PERIMETER WALLS A..'<lJ F'<A.V.ING SIZES
<br />SEE TABLE 1 .3 OR 1 ,4
<br />
<br />
<br />K,9~\CING
<br />(OPTION"L)
<br />
<br />TYPICAL FLAT ROOF ISOMETRIC
<br />
<br />K-BRACING
<br />(OPTIONAl)
<br />
<br />PURlIN
<br />DIAGONAl. ROOF SRACiNG
<br />SEE SCHEMATIC PLAN
<br />
<br />CABLE SRACING
<br />
<br />ALUMINUM 8EAM
<br />SEE TABLE 1 . 1 OR I .8
<br />
<br />DiAGONAL ROOF BRACiNG
<br />SEE SCHE.VATIC PLAN
<br />
<br />PER;f.<ETER WALL FRAME S'ZE
<br />SEE TASLE I .3 AND 1 .4
<br />
<br />UNLESS '~OTE) OTHERWISE, SIZ2
<br />MS\~8EHS PER A-"PROPRIA. TC TABLES
<br />
<br />TYPiCAL MANSARD ROOF ISOMETRIC
<br />
<br />TYPICAL NOMENCU>.TURE FOR SCRE::NED ENCLOSURES:
<br />
<br />-W" = SCREEN PANEL SPACING
<br />"t' = MAXiMUM BEAo.,l SPA..'< W1T1-'OVT K."E= BRACE, ADD HCRiZONT AL
<br />LENGTH OF KNEE BRACE TO SPAN FROM TABLES.
<br />"Ii" = MAXJMUM UPRIGHT HEIGHTS
<br />"SlY' = SIDE WALLS CAN 810 F'<A.YED WITHOUT TOP BEA!~ A.ND CA.'1
<br />BE S.Y.AUEST EXTRUSiONS ALLOWED BY SPAN TABLES
<br />
<br />"-
<br />
<br />f W -I r---~
<br />
<br />....-'"c--~......-=-:-'-~~ /
<br />,..p-; . ,~....
<br />
<br />~ -- (;--;-_: ~-lTf:')
<br />
<br />SEE TABLE 1 ,3 H \' \ ;: W-
<br />
<br />.,..-=----=-:-~r-=----=-=---=~-..Jt-- _)" /~=--_.....
<br />K-BRACING -- --~ ' ;;' ~ //;~-
<br />(OPTIONAl) ~ ~~';:':~;-_~"-....,~=c;"'_-i,,-'-;"''''~'''~_'--'--
<br />-'-..~~-:...~.;~-l':':-:-_.'- '-_
<br />-~o:.;~~;:, :~:"-,,~~~:r
<br />'-1,- ~.'F~ ~~~>.... ~
<br />
<br />PURUNS (l't'PICAl)
<br />CABLE CONNECTION
<br />DETAIL' (TYPICAL)
<br />
<br />SCREEN TYPICAL
<br />
<br />AL TCR.'lATE CABLE
<br />
<br />CABLE CONNECllON
<br />DETAIL 2 (TYPICAL)
<br />
<br />'" x 2"
<br />
<br />GRADE
<br />
<br />.,..::
<br />
<br />TYPICAL DOME ROOF ELEVATION
<br />
<br />
<br />NOTE:
<br />
<br />UNLESS NOTED OT\-!E,R'NiSE. SiZE
<br />ME.MBE.'i.S PER APPROPRIA.TE TABLES
<br />
<br />TYPICAL DOME ROOF ISOMETRIC
<br />
<br />TI;E DESIGNS AND SPANS SHOWN ON TI;ESE DRAWiNGS AHE
<br />BASED ON THE LOAD REQUIREMENTS FOR T'rlE FOLLOWING
<br />CODES:
<br />1) STANDARD BUILDING CooE 1~7. CHAPTER 16
<br />INCLUDiNG ssm '0-96
<br />2) BOCA NATIONAL BUILDiNG CODE 1996
<br />3) TEYAS DEPARTMENT OF INSURANCE WiNDSTORM
<br />RESISTA..NT CONSTRUCTION,m
<br />
<br />NOTE:
<br />WIND LOAD CONVERSION:
<br />SPANS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M,P.H.
<br />WIND LOAD. TO corWERT TO A 140 M,P.H, WiND LOAD MlIL T1PL Y
<br />SPANS AND HEIGHTS BY 0,85
<br />
<br />JOB NAME:
<br />ADDRESS:
<br />
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