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<br />
<br />. W
<br />
<br />r-
<br />/
<br />I
<br />
<br />PERIMETER MEMBER
<br />
<br />tw'f
<br />! I /
<br />/=:~~.~-" I-:~
<br />
<br />v 'I
<br />"---- .,/--~. ~. ~~.~,.-~~_L~!.:y
<br />;'\ .' j ~-
<br />SEE TABLE 1.3 H I. ~~ I j V/~~=
<br />f6~~J:~) -- >.-- ~y- -j --. /;;y~
<br />-~-~ ~;~~~~i;-~--=-:~~~:~f:~~?~.~:r
<br />
<br />"---~~;P.-'~
<br />
<br />SCREEN 'NPICAL
<br />CHAIR RAIL (TYPiCAL)
<br />CABLE COr-."EC~IO,"
<br />DETAIL 2 (TYPICAL)
<br />GRADE
<br />
<br />PURU'<S (TYPICAl)
<br />PERIMETER MEMBER
<br />CABLE CONNECTlO,"
<br />DETAIL 1 (TYPiCAl)
<br />
<br />C.A.BLE CONNECTION
<br />OET AIL 1
<br />
<br />SE:: TABLE 1 .3
<br />
<br />\
<br />
<br />=-.-=-t.\'
<br />
<br />/
<br />/
<br />/ ,_ _ CHAIR RAIL (TYPICAL)
<br />I SEE TABLE 1 . ,
<br />,
<br />.,..,.-=-=-=.......:-"~ '.xT
<br />
<br />GRADE
<br />
<br />NOTE: SIDE WAll C.A.BLES ARE REQUIRED
<br />WHEN PROJECTlON 'SW :;XCEEDS
<br />~l 29'-0. Tr1EN PROVIOE (1) C.A.BLE FOR
<br />S7"/i\r. EACH 300 SQ. FT. OF WALL AREA
<br />GS~
<br />,vC
<br />~ \':..-,; ... '";'
<br /><.\:/:~-"" .' . .,
<br />.~'i I . /"'--'<,;~
<br />ALU~tINUM COLW,lNS ~~~--=:."_;' . ;",;0
<br />SEe TABLE 1.:1 OR' . (~ '....'....... - ,,,.--- C.A.BLE i3AACLNG
<br />"'...., ~",.",.~?
<br />UNL:SS .'IOTEO OT'rl::R,v'SE. S:Z: ~~~"W -
<br />ME~~3EFl.S PER APPROPRIATE ~ABL:S .....,<e./
<br />
<br />SCREEN TYPICAL
<br />
<br />'1
<br />
<br />K.3AAC:NG
<br />(OPTIONAL)
<br />
<br />--, ,---'- ,,'
<br />4'"
<br />'"-.---~-
<br />_ _-.:"" ... C:':?=~~7 _
<br />
<br />TYP!CAL FLAT ROOF ELEVATION
<br />
<br />PERiM:rc.R WALLS ANI) F~MING SIZES
<br />SE:: 7AaLE 1 ,3 OR 1.4
<br />
<br />
<br />K.3RP<CING
<br />(OP1l0NAL)
<br />
<br />
<br />TYP!CAL FLAT ROOF ISOMETRJC
<br />
<br />C.A.B LE CONNE cnON
<br />DET AIL 2
<br />
<br />TYPICAL MANSARD ROOF ELEVATION
<br />
<br />NOTE: SIDE WALL CABLES ARE REQUIRED
<br />M;EN PROJECTION 'SW EXCEEDS
<br />29'-0. Tr1E.'I PROVI DE (' ) CABL E FOR
<br />EACH 300 SQ. FT. OF WALL AREA
<br />
<br />~/S7:
<br />/~S7?:r,
<br />-" lUli'€,
<br />
<br />ALUMINUM SEAI,\S
<br />SEE TABLE 1 , 1 OR 1 . !l
<br />
<br />
<br />PERIMETER WALL FRAME SIZE
<br />SEE TABLE 1 ,3 AND 1.'
<br />
<br />ALUMINUM 3EAM
<br />SEE TABLE 1 . , OR 1 . !l
<br />
<br />K-8RACING
<br />(OPTIONAL)
<br />
<br />DIAGONAL ROOF BRACiNG
<br />SEE SCHEMATIC PLAN
<br />
<br />PURUN
<br />DIAGONAL ROOF BAACING
<br />SE: SCHEMATIC PLAN
<br />
<br />UNLESS' IOIED OTHERWISE, SiZE
<br />MEMBERS PER APPROPRLA TE ~ ABLES
<br />
<br />1YPICAL MANSARD ROOF ISOMETRIC
<br />
<br />TYPiCAL NOMENCL.1,TURE FOR SCREENED ENCLOSURES:
<br />
<br />-N" = SCHE:!', PANEL SPACI,..G
<br />'t.. = MAXiMUM BEAM SPAN W1TI10UT KNE: SMClE. ADD i-'CRIZONTAL
<br />LE.NGTH OF KNEE BAACE TO SPAN FRCM TABLES.
<br />.,.,. '" MAXiMUM UPRIGHT HEIGHTS
<br />'SW. = SIDE WALLS CA.'I BE FRAMED WITHOUT ~CP BEAM AND CA.N
<br />BE SMALLES7 :xTRUSIONS ALLOWED BY SPAN TABLES
<br />
<br />- ~:"-.-'
<br />
<br />."
<br />
<br />
<br />"'
<br />
<br />->-';"","",'
<br />
<br />
<br />. - ...--..---.-- -----..----~,.,-..,--.----'-~--..-~.-~T-.-:-.-,-.-'
<br />-j"~
<br />
<br />fW-r r-
<br />"....----'---.... / /--
<br />/'/; . ,~"'-
<br />, --. ~~, - _. ~,-~-, w'-:7~ .-~>~
<br />
<br />SE:TABLE' 3 H \., / / ~
<br />-. ,. ': / !/
<br />t~g~) -~ _ -~;;?----~:- '-T~=-2;~ //-
<br />
<br />" .__:~~~~-~~~f~~ri~~~:l; ~'
<br />
<br />...... c.__~:-;.~_,,"_:-.,
<br />
<br />PURllNS (TY?ICAl)
<br />CABLE CONNECTION
<br />DETAil 1 (TYPICAL)
<br />
<br />SCREEN 'NPICAL
<br />
<br />AL TERNA TE CABLE
<br />
<br />C.A.BLE CONNECTION
<br />DETAil 2 (TYPiCAL)
<br />
<br />,. x 2"
<br />
<br />GRA!:; E
<br />
<br />1YPICAL DOME ROOF ELEVATION
<br />
<br />
<br />NOTE;
<br />
<br />" x 2" TYPICAL
<br />
<br />UNLESS NOTED OTr1ER'NISE. SIZ:
<br />MEMBERS PER APPROPRlA7E TABL:S
<br />
<br />TYPICAL DOME ROOF ISOMETRIC
<br />
<br />Tr1E DESIGNS AND SPANS SHOWN ON Tr1ESE DAAWINGS A."E
<br />BASED ON Tr1E LOAD REOUlREMEJltTS FOR TI1E FOUOWING
<br />CODES:
<br />
<br />1) STA.'IDARD BUILDING CODE 1997, CHAPic.R'6
<br />INCLUDING ssm 10-96
<br />2) BOCA NATIONAL BUILDING COOE 1996
<br />3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
<br />RESISTANT CONSTRUC1lON 199!l
<br />
<br />NOTE:
<br />WINO LOAD CONVERSION:
<br />sP....'1S AND HEIGHTS FROM TASlES ARE BASED ON '" ~20 M.;:>.H.
<br />WiNO LOAD. TO CONVERT TO A 140 M.P.H. WiND LOAD MULTIPLY
<br />sP......S AND HEJGHTS BY 0.85 c:::.,.,
<br />
<br />JOB NAME;
<br />ADDRESS;
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