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<br />PURLlNS (TYPiCAl)
<br />
<br />/- W -/
<br />
<br />NOTE: MATCH SLOPE AND EXTRUSION
<br />SIZE AND SPACiNG FOR RISER
<br />WALL BELOW
<br />
<br />...,
<br />
<br />\
<br />~.. --,~.. --,--- ~ ..'~ - -='~ >r-_~_-, .
<br />
<br />CASU: CONNEC71CN
<br />'JE1"AIL 1 (TYP'CAq
<br />
<br />AU..?~INl..'M 3St..,M
<br />SE:: CABLE 1 , OR'.8
<br />
<br />..---- ", --.'--:1' _ -,.-
<br />
<br />/'-
<br />,...-
<br />
<br />SC;:;EEN '7"YP!CAL
<br />
<br />Sc=: ~ ABLE.
<br />
<br />:.A8\..= C~~NEC0G,~
<br />:;=- AiL 2 (7.......;:l.CAL)
<br />
<br />/
<br />
<br />',.:t::. "'"Y?1C,AJ..
<br />'3?.ASE
<br />
<br />Tl'P!CAL GABLE ROOF E~EVAiiON
<br />
<br />~,
<br />
<br />NOE: SIDE ,VALL CABLES ARE ;:;::CUIREJ
<br />....hEN pROJECT,C.N '$W' =.XCE:::lS
<br />29"";" THE.N P'<OVIDE (1) CASLE FCR
<br />EACH 300 SQ. ;:-;. CF^,ALL AREA
<br />
<br />"~~.,
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<br />~~'/ /'~" " _....:' _ ~ :"_RL,NS (TYP'CAL)
<br />.." '--"" '~ ./.
<br />SCRE::N >'rP'CAL ~ ~....-", ,./,~ ...
<br />~/ ~I I,," '''',0,. ""'~_ AL'~M,NUMBEAM
<br />~~ ~ I,... "-. ~ I . TABLE" OR 1 3
<br />..--/,.",' i", ..
<br />~~"~~ ~" ..~~
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<br />~... ~.............. "",,/ / ~ ::: AG::;~L 3;<.AC NG
<br />,;)~Ri..~e:TE~ 'NAL~S ;:~'...I~G ____>...." "~~ -.........~ SE= ~:-=I~Ai:: ?~~
<br />SeE TABLE 1 :} ~ ~ '~_..... __ AU..l-A "'-lLM :CL!.J~'~S TY'P CAL
<br />"../ 5:::::: -A3l:: 1 3 OR' 5
<br />
<br />UNLESS OTHE.RW1:.;E NOTEiJ. SiZE
<br />~E~BE.RS PER AR?ROpRlA TC TABLES
<br />
<br />~. x Z* ~?\CAL
<br />
<br />TYPICAL GABLE ROOF iSOMETRIC
<br />
<br />r x rAND" x r MAY 8E ROTATED
<br />TO RECEJYE SCREE~
<br />
<br />O?TIO:-w. ?OSIT10~ OF TO? RAil
<br />WITH l' X 2'
<br />
<br />
<br />~.
<br />
<br />BEAM '10TCHED AROUND
<br />2' x 2' x 0.044'
<br />
<br />~G
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<br />~'l~.
<br />" ...0.'
<br />o.v':f:J
<br />'0'"
<br />11-
<br />
<br />~
<br />
<br />SELECT FASTENER SIZE, .NLiMBER
<br />A.ND PATTERN FRC~ TABLE '.6
<br />
<br />i 0. q-' ~
<br />I
<br /> 9
<br /> ~
<br /> g;
<br />
<br />P\JRllN (TfPICAl)
<br />
<br />/- W .;
<br />i
<br />
<br />NOTEMATCH SLOPE A.ND EXTRUSION
<br />SIZE AND SPACING FCR RlSER
<br />WALL BELOW
<br />
<br />>/~
<br />
<br />..
<br />
<br />CASLE C::)~'EC710~
<br />:;E~AIL 1 ('7"YPICAL)
<br />
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<br />
<br />.1.:
<br />
<br />SCRE S!'I TYPiCAl
<br />CABLE CGSSEC~C~
<br />C:ETAll 2 (TYJ"CAL)
<br />," . 2' TYPiCAL
<br />
<br />SEE TABLE 1.3 H
<br />
<br />,-
<br />
<br />'7--~
<br />
<br />GRACE
<br />
<br />/...-...==
<br />/ ,...
<br />
<br />Tl'P'CAL TRANSVERSE GABLE ROOF ELEVATION
<br />
<br />~OTE. SIDE WA~L CABLES ARE ,'<EQUiRED
<br />y"EN 'ROJECT:C~ 'SW' r..,~EEDS
<br />29'.,J" THE.N PROVIDE (1) CAS~E FOR
<br />EASH 300 SQ. FT. OF WALL AREA
<br />
<br />D:AGC:-w. ROOF BRACiNG ../"': /. '
<br />
<br />
<br />"'OC"'M"C'~ '~~<s~.'."~ ::::::~'CAL)
<br />~\>;~?",,~
<br />fc~YfcC~) \:>~~~~ / d~~~~~~ ~
<br />
<br />,-;-..., / '-...... /h~~" __ ALUMINL.~ BEA.~
<br />SCRE:::S TY?'CAL -~_ "'-~ I,".' ,ABLE' . 1 OR 1.3
<br />~;'-......~ , ,......~' ~......... ~
<br />
<br />'"x2'TY?OJ.. -"~'-......: /1 /', , /0............
<br />~.. ,,~~I/ I \,;/ p' /'"
<br />A!:~~iNUM COLl,;MNS TYp!CAl ---/- '~"~./\~. ,/
<br />Sc= ,ABLE 1 . J OR 1 . 5 ' ~......... / SW
<br />UNLESS OTHERWISE SCTED, SIZE ~// /
<br />~EMBERS PER A?PRCPRlATE TABLES ~ \~ PER1ME"i'ER WAlLS FRAMING
<br />SEE TABLE' ,3 OR 1 .4
<br />
<br />TYPICAL TRANSVERSE GABLE ROCF ISOMETRIC
<br />
<br />
<br />
<br />~ ~
<br />
<br />, "f!
<br />'100,
<br />'10 <;;.c<:f$
<br />t'1o'O
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<br />
<br />
<br />BEAM NOTCHED AROUND
<br />2' x Z' x 0044'
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<br />lJf I
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<br />V-
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<br />2- x 6- SEA\1 TO 2- x 3" UPRIGHT
<br />CCNr-.;SGTiCN aET,~:L (FLU. !...~.P)
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<br />
<br />GUSSETi ?tATE 0.050" OR GREATEFl
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<br />
<br />SELECT FASTENER SIZE, NUMBER
<br />A.ND PATTERN FROM TABLE 1.6
<br />
<br />saECT FASTENER SiZE. NUMBER
<br />AND PATTERN FROM TABLE' .6
<br />
<br />NOTE: MiNiMUM POST SIZES ARE REQUiRED
<br />FOR EACH BEAM SiZE. SEE TABLE 16
<br />
<br />2" x 6" BEAM TO 2" x)" UPRJGHT CCNNECTJON
<br />
<br />2' x 6' BE.~M TO 2" x 3" UPR:GHT
<br />C.:~;~.=:,:7:C~ CSA!l (FU!...l L~?)
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<br />~C~ Z" t. 2- ~CC~ ="....,~L~~S 'V".l
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<br />SELECT FASTESER SIZE, NGMBER ~
<br />AND ?ATTER.." FRCM ~ ABLE' 5 IN
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<br />HORIZCNTAl BEAM TO UPR!GHT
<br />CCNNES-;-iCN SEiAll (PART1Al LAP)
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<br />./:) :) n
<br />:) :) n-I '1
<br />RE.MOVE EXiSTLNG - -_" j!,
<br />FASTENING N<D REPLACE: : " -
<br />\VITH"tE\-V FASiE;'-(ING 0 0 ::
<br />PATTER.N , ,
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<br />
<br />(2) #10 x 2.\12" WASHER hEACED
<br />CORROSIVE RESiS,A.'fT SCREWS
<br />AT ~6' ON CENTER
<br />
<br />.NOTCH 8EAI..! TO RECEIVE
<br />POST ADDITION
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<br />
<br />Z'. Z' PURUNS ATiACH TO
<br />BEAMS WITH (21'10.1-112'
<br />SHEET METAl SCREWS
<br />.. x 2' MAY BE ROTATED TO
<br />ACCOMODA TE SCREEN
<br />1'.2' EXTRUSION FASTESED
<br />TO 2".2" WITH .,~. ',:,'2'
<br />SHEET Y,E~ AL SC~E.'IS AT :.1'
<br />:.~ CENTE~
<br />
<br />3EAJ~ C"'E~L~? ::"-~':::::7:,:~
<br />:R GliSSE:~
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<br />"-tC-:::. l~l\li~AU~-A PSS7 S~Z=S ARE RECUIRED
<br />='G;< ~4C:--j 3~".'A S'ZE. SE:: TABL:: '.6
<br />
<br />-z x 7" SELF MAT,NG 3EAM
<br />
<br />'.' 5\ "ll . 314' WAS",E~ ",tACEJ
<br />CORROSIVE '<ESiSTA.'" SCRE"NS
<br />AS SHOWN
<br />"x 2' SNAP SEC'TiCNS ATi"C,,-O
<br />Z' x 2' '.'11TH #10. ~-~!:2' SHES
<br />METAL SCRE\'l/S AT 2.1' eN CES'T:::~
<br />OR CO~TiNUOUS S,'<.t,P SE:CT:C...S
<br />2". Z' ?URL,NS A"- ACH TO SEAMS
<br />.'11TH (2) #10 x '.112- SHEET ME:AL
<br />SC,'<EWS
<br />
<br />~
<br />
<br />".2' OPEN iMC:<~ASTE'IE!)-O
<br />POST .'11TH (2) #1~. ',.1,'2" S.!A.S.
<br />
<br />EXISTiNG r . J"
<br />
<br />NOTE:
<br />
<br />ADDITION OF 2' )( 2' TO EXISTiNG 2' )( 3"
<br />
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<br />r
<br />
<br />
<br />
<br />r:..
<br />( : 0
<br />
<br />j. 0 0
<br />
<br />SELECT FASTENER SIZE, NUMBER
<br />AND PATiE!'lN FROM TABLE '.8
<br />
<br />POST
<br />SEE TABLE 1.3 OR 1.5
<br />
<br />
<br />SLOPING BENA TO UPRJGHT
<br />CO:\j;;:Ci':C~J CET,~~L (:=ARTIAL U,P)
<br />
<br />.._'..,___ ._,,_______ __ ..~..,~_ _-. .",. _._ _... . .___ .__. _,4_.__._._ '.._ ._______.'____ ___.._ ____._, _~_ .---,,_ __ _ __.... __ '___' _._ _..,. __ ____._..______'"'
<br />
<br />MIN;~LiM POST SIZES ARE REQUIRED
<br />FOR EACH BEAM SIZE. SEE TABLE 1.6
<br />
<br />SELF MATING BEA....
<br />SEE TABLE 1.1 OR '.8
<br />
<br />I' x Z' SNAP SECTIONS ATiACH TO
<br />2'. Z' WITH #10 x 1.'12" SHEET
<br />METAL SCREWS AT 24' ON CENTER
<br />OR CONTiNUOUS SNAP SECTIONS
<br />
<br />r x Z' ?URUNS ATiACH TO BEA....S
<br />WITH (2) #10 x 1.112' SHEET METAL
<br />SCRcvVS
<br />
<br />I' . Z' OPEN BACK FASTENED TO
<br />POST WITH (2) "0 x 1-112" S.'-4.S.
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