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<br />r, <br /> <br />.. <br /> <br />SCREEN TYPICAL <br /> <br />SEE TABLE 1 .3 <br /> <br />K-BRACING <br />(OPllONAL) <br /> <br />~=:-:-_~.~ <br />...~,~ <br /> <br /> <br />TYPICAL FlAT ROOF ELEVAT10N <br /> <br />PE.'l.IMETE,'l. WAlLS ANO F'lAMiNG SIZES <br />SEE TABLE' .3 OR 1 .4 <br /> <br />K-BRACiNG <br />(OPTIONAL) <br /> <br /> <br />AlUMINUM COLUMNS <br />SEE TABLE 1 .3 OR 1 . C <br /> <br />UNLESS NOTED OrrlERWISE.. SIZE <br />MEMBE..'\S PERAP?ROPRlATE TABLES <br /> <br />TYPICAL FlAT ROOF ISOMETR1C <br /> <br />CABLE CCNNECllON <br />DETAIL 2 <br /> <br />ALUMINUM BEAMS <br />SEE TABLE' . , OR , . 3 <br /> <br />PURL.N <br />DIAGONAL ROOF aRACING <br />SE: SCHEMAllC PIJ<N <br /> <br />CABLE aRACING <br /> <br />TYPICAL NOMENCLATURE FOR SCREENED ENCLOSURES: <br /> <br />IV" = SCREEN PN-lEL SPACiNG <br />'l' = MAXiMUM aEAM SPAN Wm-;OUT KNEE aRACE. ADO HORIZONTAl <br />LENGT11 OF KNEE BRACE TO SPN-l FROM TABLES_ <br />'H' = MA)(JMUM UPRIGHT H8GHTS <br />-SY'(' = SIDE WAllS CAN BE FRAMED WITHOUT TOP BEAM N-lD CAN <br />BE SMALLEST EXTRUSIONS AllOWED BY SPN-l TABLES <br /> <br />- e'--=-~-.&-~_ - <br /> <br />-~~~ <br /> <br /> <br /> <br /> TWl PURl..JNS (TYPICAl) PURLNS (TYPICAL) <br /> P<=..RiMET"ER ME.\lBE.'\ CABLE CONNECllON <br /> CABLE CONNEC1l0N DETAIL' (TYPICAL) <br /> DETAIL , (TYPICAl) <br /> SCRESN TYPICAL <br /> >.,-- <br /> SCREEN TYPICAL ALTER.'lATE CABLE <br /> Cl-'AlR RAIL (TYPICAl) SEE TABLE' .3 CABLE CONNECTION <br />SEE TABLE 1 .3 H H DETAIL 2 (TYPICAL) <br /> CABLE CONN EC1l0N I <br /> DET AlL 2 (TYPICAL) ,. X 2" <br />K-".3RACIN-:; K-".3RAC;NG <br />(OPTIONAL) ~ GRADE (OPTIONAL) GRADE <br /> =~ -"'= _D-'" <br /> ~ '- -- <br /> ""''''~7''''' <br /> <br />TYPICAL MANSARD ROOF ELEVATION <br /> <br /> <br />TYPICAL DOME ROOF ELEVATION <br /> <br />NOTE; SIDE WAll CABLES ARE REQUIRED <br />,..,.,EN PR0..iECTlON ''S'.V EXCEEDS <br />29'-0' T11E.'N PROVIDE (1) CABLE FOR <br />EACH 300 Sa. FT. OF WN..LAREA <br /> <br />NOTE; SIDE WAlL CABLES ARE REQUiRED <br />WHE.'N PROJECTION.s.v EXCEEDS <br />'fl-<J' 11iE.'l PROVIDE (') CABLE FOR <br />EACH 300 sa. FT. OF WAIJ.. AREA <br /> <br />~s.,., <br />/A{,... <br />~.s~. <br />"-LlV, <br />f?<; <br /> <br />.1(-".3RACiNG <br />(OPTIONAL) <br /> <br /> <br />PERiMETER MEMBE.'l. <br /> <br />rW~ I <br />'-<--1SJI 1 I ft-- ~~~ ~CNNECllON <br /> <br />CHAIR RAIL (TYPICAl) <br />" I~I_~ """'"" <br />~I I V . 1'x2" <br />'-<-- (/ ~ ' ..rr-- GRADE <br /> <br />NOTE: SIDE WAU.. CABLES ARE REQUIRED <br />\\'HE.N PRO.JECTlON .SW EXCE",DS <br />v: 29'~' 11iE." PROVIDE 11) CABLE FOR <br />.s7';1y, EACH 300 sa. FT. OF WAlL AREA <br />G.s~ <br />UCruf?t: <br /> <br />SCREEN TYPICAL <br />AlUMINUM COLUMNS <br />SEE TABLE 1 .3 AND 1 .6 <br /> <br />l' x 2' TYPiCAl <br /> <br />TYPICAL MANSARD ROOF ISOMETRIC <br /> <br />.: ..,.. <br /> <br /> <br />AlUMINUM BEAM <br />SEE TABLE' . , OR ! .3 <br /> <br />"'lU~INUM aEAM <br />SEE: TABLE 1 .1 OR 1.3 <br /> <br />DlAGCNAl. ROOF BRACING <br />SEE: SCl-\EMA TIC PIA'l <br /> <br />K-BRACING <br /> <br />PURUNS (TYPiCAl) <br />DlAGONAL aRACiNG <br />SEE SCHE..'MllC P!J\N <br /> <br />PERiMETER WAll FRAME SIZE <br />SEE: TABLE 1 . 3 AND 1 . 4 <br /> <br />UNLESS rIOTED Ol1iERWISE. SIZ!: <br />MEMBERS PE.'\ APPRCPRlA TE TABLES <br /> <br />UNLESS NOTED 011iERWISE. SIZE <br />ME,\l8ERS PE.R APPRCPRlA TE TABLES <br /> <br />PE.QJME7ER WAlLS FRAMI,,"G <br />SIZES REFE.'\ ,0 TABLE 1 . 3 <br />AND TABLE' .4 <br /> <br />TYPICAL DOME ROOF ISOMETRIC <br /> <br />l1iE DESIGNS N-l0 SPANS SHOWN ON 11iESE DRAWlNGS ARE <br />BASED ON 11iE LOAD REQUIRE.\lENTS FOR 11iE FOUOWING <br />CODES: <br />I) STAII/OARD BUILDING CODE '997. CHAPTER 16 <br />INClUDING ssm '0-96 <br />2) OOCA NAno.'lAl BUIlDING CODE'996 <br />3) TEXAS DEPARTMENT OF INSURANCC IV1NOSTCRM <br />RESIST ANT CONSTRUCTlON 19S8 <br /> <br />NOTE: <br />WINO LOAD CONVERSlON: <br />SPANS N-l0 HEIGHTS FROM TABLES AAE BASED ON A 120 M.P.H_ <br />WlND LOAD. TO CONVERT TO A '40 "'-l'.Ii. WINO LOAC MUl TlPl Y <br />SPANS AND H8GHTS BY 0.55 <br /> <br />JOB NAME: <br />ADDREss: <br /> <br />DRAWING FOR ONE PERMrT ONLY <br /> <br />....J <br />~ <br />::J <br />(/)Z <br />UJ ~ <br />a:: ~ <br />::JZ <br />00 <br />::J(/) <br />a::W <br />1-0 <br />(/)(/) <br />WW <br />~a:: <br />;$~Z <br />u:uO <br />:Jf= <br />~a::u <br />:JI-W <br />Z (/) (/) <br />- ~ <br />~ ::J <br />3z <br />~~ <br />::J <br />....J <br />~ <br /> <br />(/). <br />....J <br />~ <br />UJ <br />o <br /> <br />.>- <br />W ~_ <br />. '- N <br />0.. --' - <br />::> N <br />"l '" <br />- <!: -' <br />;:: 0 ;j. ..,. <br /><ll U -t' ~ <br />C.. z .,. '" <br />~ 0 '" '" <br />c ~ ~ ~::J <br /><ll<l.o(~":' <br />CQ3~e~ <br />. ~ >- u.J ;J; <br />WC<J o::l Z co <br />Q 0- <br /><ll'~[~ <br />uili::l':j'" <br />c'" "'u.J <br /><ll~i:jf- <br /> <br />~;rr. <br />::--,P <br />SIt>.. <br /> <br />~/ <br /> <br /> <br />g <br /> <br />1 <br /> <br />OF <br /> <br />10 <br />