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<br /> <br />.",,~._- <br /> <br />-, <br /> <br />I <br /> <br />I <br />~ <br />! <br /> <br />BEAM . SCREEN ROOF <br /> <br />~~,~ <br />~ <br /> <br />< LENG I CF KNEE ~CC <br />114' < 2" LAG SCRE\VS @' <br />24. OC. (MAX.) AND (2) @ <br />EACH ST?AP <br />2"' ST?AP. LOCATE AND FAS I <br />PE.'<- DETAJLS PAGE 14 <br /> <br /> <br />.- <br /> <br /> <br />wlJ] <br />...J ~:!d <br />~ a. ~ <br />:= :::< > <br />0: 0'" <br />w",J: <br />'!l ~c::l <br />0: ~ W <br />t:,J: <br /> <br />r-- <br />100 <br />r 0 \) ,'" <br />10 OJ . <br />I ~ 0.1 <br />j , <br /> <br />I <br />I <br />, <br />I <br />I <br /> <br />REQUiRED'<.'<EE 3RACE : <br />MiN. 2"' x 2"' X 0.044' SIZE AND I <br />FASTEN PER TABLE 1 .7 '-- --t~- <br />1/4'''' BOLT @ 24' O.D, MAX.. AND _ ' ' ' <br />WITHIN 6" OF EACH P,OST FASTEN ~ r <br />2 X 2 TO PCSTN1Tl-' '2' St,G'., '.." '.. <br />~o X S~.S. ,NTU SCRE,'! ::"'-.N.:3 . .-1' <br />I <br /> <br />!<NEE BRACE ATTACl-iME.'IT NO MORE <br />TrlAN ,. ABOV~ TCP CF GUTTER <br /> <br />'JSE A.NGLE EACH SIDE FOR 2 < 2 <br />TO POST CONNECTlON NITl-i <br />HOLLOW POST <br /> <br />2"' X 7." X 0.062" A.'<GLE EACH SIDE <br />(:3) EACH #8 S.M.S. EACH LEG INTO <br />POST AND INTO GUTTE.'<- (MIN.) <br /> <br />FASC'.A AND SU3-FASC:A <br />MAXJMUM DISTANCE TO HOST <br />STRUCT1.JRE WAll. 36' WITHOUT <br />SITE SPECiFIC E.'<GINEERING <br /> <br />COMPOSITE 2 x 3 EAVE RAJL <br /> <br />I <br /> <br />I: <br /> <br />'I <br /> <br />1;- <br />.1 <br />II <br />" <br />I, <br />I: <br />I: <br />I: <br />I <br /> <br />POST TO BEA'A F A.STE'lING <br />PER TABLE' .5 <br /> <br />SCREE. N <br />(MAY FACE IN OR OUT) <br />POST SELECT PE.~ TABLE 1 .:3 <br /> <br />HOST STRUCllJRE ~ <br />RCCF:NG <br /> <br />\ <br />\ <br /> <br />~'..,~~'6~, '1\ /, ' <br />\ : \ I <br />I I I <br />" ' I <br />\ 16J,1 <br />I I j 'I <br />I, ~ <br />I "I <br />; SOFFIT <br />/ <br /> <br />5. SUPER GUTT"cil., <br /> <br />SUP~R GUTTER I RISER (OR TRANSOM) WALL @ FASC:A - DETAIL 1 <br /> <br />~ <br /> <br />BE.'I.M . SCREN ROOF <br /> <br /> <br />7." X 2"' X 0.09:1' ANGLE EACH SIDE <br />(5) EACH #8 5.1.1.5. EACH LEG INTO <br />POST A.'<D INTO G~ (MIN.) <br /> <br />~91 <br />@ @ i . <br />@@1I <br />@ 91 J I <br /> <br />-L <br />I- <br />I <br /> <br />@ <br />@ <br />@ <br />@ <br />@ <br /> <br />FASCIA AND SUB-!' ASC1A <br /> <br />MAXJMUM DISTANCE TO HOST <br />STRUCllJRE WAll )6' WITHOUT <br />SITE SPECIFIC E.'lGINEERING <br /> <br />COMPOSITE 2 x 3 EAVE RAJL <br /> <br />POST TO SEA'A FASTE.'<ING <br />PER TABLE 1 .6 <br /> <br />POST SELECT PER TABLE' .3 <br /> <br />SCREE.'< (MAY FACE IN OR OUT) <br /> <br /> <br />I <br />-- <br /> <br />SUPER GUTTER I RISER (OR TRANSOM) WALL @ FASCIA - DETAIL 4 <br /> <br />2 x 6 SEAM - SCREEN ROOF <br /> <br />r-- <br />I 0 <br />I <br />I 0 <br />I <br />I 0 <br /> <br /> <br />..,. <br /> <br />...J~W <br />~<ii: <br />:=0..< <br />x:::<~ <br />wo]: <br />"''''0 <br />ii:~ijl <br />t:.. <br /> <br />REQUIRED KNEE BRACE <br />MIN. 2"x 2"x 0.044' SiZE AND <br />FASTEN PER TABLE' .7 <br /> <br />~\ <br />~I <br />I~ <br />-I. <br />~ <br />I . <br />I <br /> <br />2' STRAP . LOCATE AND FA.STE <br />PER CETAILS PAGE 14 <br /> <br />K.'lEE BRAce A TT AC1-1MENT ~O MORE <br />THAN6.ABOVETOPCFG~R <br /> <br />2' x 2" X 0.1 2S' ANGLE EACH SIDE <br />(4) EACH #8 S.M.S. EACH LEG INTO <br />POST AND INTO G~R (MIN.) <br /> <br />/ <br /> <br />2 x 2 EAVE RAIL <br /> <br />:~ <br /> <br />o 0 I <br /> <br />#8 S.M.S. <br /> <br />POST SELeCT PER TABLE' .:3 <br /> <br />SCREEN (MAY FACE IN OR OUT) <br /> <br />co <br />Q <br />o <br />o <br /> <br />HOST STRUCllJRE ~ <br />ROOFING "- <br />~ <br />~1\/1 <br />1 <br />:\ 1/ \ ~ <br />I, Ij <br />r i r-=~ =-- <br />I ',j <br />.J ; SCFFl i" <br /> <br /> <br />, 5' SUPER G~R <br /> <br />FASCiA A.'1D SUB-!'ASCIA <br />MAXIM1JM DISTANCE TO HOST ---'.. <br />STRUCTURE WAll ;>6' WlTrlOUT -~ <br />SITE SP::CIFIC ENGiNEERING <br /> <br />SUPER GUTTER I RISER (CR TRANSOM) WALL @ FASCIA - CETA1L 2 <br /> <br /> <br /> <br />7." x 7." x 0.062" ANGLE EACH SIDE <br />(3) EACH #IJ S.M.S, EACH LEG INTO <br />POST AND INTO GUTTER (MIN.) <br /> <br />NOTE; MiNIM\JM POST SIZES ARE REQUIRED <br />FOR EACH BEAM SIZE SEe TABLE 1 .6 <br /> <br />SELF-MATING 3EAM <br />SEE TABLE' ., OR 1 . a <br /> <br />,. x 7." SNAP SECTlONS ATTACHED TO <br />7." X 2" EXTRUSION WITH #10 x '.1.'2" <br />S.M.S, @24"0.C.ORCONnNUOUS <br />SNAP SECTlONS <br />2" x 7." PURLlNS ATTACH TO BEAMS <br />WITH (2) #10 x '-'12" S.M.S. <br />,. x 2"' OPEN BACK FASreNED TO POST <br />'M11-i (2) #10 x '.112" S.M.S. <br /> <br />ROOFING <br /> <br /> <br />saFm <br /> <br />SUPER GUTTER I RISER (OR TRANSOM) WALL@ FASCIA - DETAIL 5 <br /> <br />.4~_.=--;:", <br /> <br />. <br /> <br />., <br /> <br />. . <br /> <br />I <br /> <br />I <br />~ <br /> <br />I <br /> <br />SELF-MA Ti~G ~EN-A - SIZE: ARIES I <br />I <br />I <br /> <br />@ <br />@ <br />@ <br /> <br />@ ,~ I <br />9 9 I <br />@ Sl I <br />I <br />i <br />I <br />,- <br />I <br />I <br /> <br /> <br />! <br />! <br />-- <br /> <br />\ <br /> <br /> <br />4S' "NFl"''' :J' , <br />. '-""- w '" I <br />/ :j~~ I <br /><<1.~1 <br />~::l:> <br />0:01-' <br />w<J):::1 <br />'!lzo I <br />:::~~I <br />BRACE C <br /> <br />~14' X 2" LAG SCREvVS @ <br />~c9i~~) AND (2) @ <br /> <br />REQUIRED !<NEE BRACE <br />MiN. 2"x 2"'x 0.044' SIZE AND <br />F A.STE'l PE.'<- TABLE 1 . 7 <br /> <br />2"' STRAP. LOCATE AND FA.STE'4 <br />?E.~ DE: AilS PAGE 14 <br /> <br />r <br />~ <br /> <br />\ <br />I <br />i <br />I <br /> <br />5' SUPE.~ GU <br /> <br />I _ <br /> <br />2"' < Z' X 0.125' ANGLE EACH SIDE <br />(3) EACH #8 S.M.S. EACH LEG iNTO <br />POST AND INTO GUTTER (MIN.) <br /> <br />I ' <br />@ <br />Sl <br />Sl <br />@ <br /> <br />SaF.MATiNG BEAM (SIZE VARIES) <br /> <br />SCREEN (MAY FACE iN CR OUT) <br /> <br />HOST STRUCTURE <br />ROeriNG <br /> <br />\ <br />\ <br /> <br /> <br />\ <br /> <br />FASCiA AND S\JB-!'ASCiA <br /> <br />~~~iJSX~~~~1-~~u,.-+ <br />SITE SP::C:FIC E.'<GiNEE."l.I.'<G <br />SUPER GUTTER I RISER (OR TRANSOM) WALL @ FASC:A - DETAJL 3 <br /> <br /> <br />I <br />I <br />I <br />~ <br />I <br />, <br />I <br /> <br />~- <br /> <br />I @ @ I - I <br /> <br />\@@ <br />@@ I <br /> <br />/@@ I <br />L <br />I <br />\ <br />I <br />I <br />I <br /> <br />4.5. TYP~ d~ <br />~~~ <br />>0..> <br />ffi:::<j; <br />!,2gQ <br />BRA~ i, <br />T~I@ <br />REQUIRED KNEE BRACE I I \, <br />MIN. 2"'x 2;' 0.044' SlZE A.'<D 1@)1'@1 <br />FASr<:N PER TABLE' ,7 -t @) @ <br />7." x 2"' x 0.050" H~NEl. OR @ I <br />U~lI? WITl-i (3) MIN #10 x '12" I -J <br />S.M.S. EACH SIDE OF CHANNEl. I <br />AND EACH SIDE OF SEA'" <br />1/4' x 2"' LAG SCREWS @ <br />~&~~) AND (2)@ <br /> <br />2"' STRAP . LOCATE AND FASTEN <br />PEl~ DETAJLS PAGE 14 <br /> <br />g@ <br />Sl ~ - <br />@@ I <br />@@ <br />SELECT FASTENERS SiZE. NUMBER;+:' <br />AND PATTERN FROM TABLE '.6 <br />?CST SIZE PER TABLE 1.3 OR 1.6 <br />'/4' x 2"' LAG SCREWS 11'll24' O.C. (MAX.) <br />AND(2)@EACHSTRAP" ~ <br />2' STRAP . LOCATE AND FASTE'l PER <br />DETAILS PAGE 14 <br /> <br />AlTERNATE LAG SCREW AND FERRULE <br /> <br />SEA~ . SCREE.'l ROOF <br /> <br />I <br />I <br />I <br />I <br />L <br /> <br />CCMPCSm:: 2 x:3 EAVE RAil <br /> <br />PCSTTO BEAM FASTE'lING <br />PEo'<- TABLE 1 .6 <br /> <br />POST SELECT PEJ'l TABLE 1 . 3 <br /> <br />SCREE.'4 (MAY FACE IN OR OUT) <br /> <br />HOST STRUCllJRE <br />ROOFiNG <br /> <br />~ <br /> <br />'14" x 'l' LAG SCREWS :l'll 24' O.C. <br />(MAX.) AND (2) @ EACf1STRAP <br />OPTIONAl 318' X LAG SeRE'^' AND <br />FERRULE <br />2"' STRAP. LOCATE AND FASTEN <br />PER DETAJLS PAGE'4 <br />REQUIRED KNEE BRACE <br />MIN. 2"'x 2"'x O.C<<' SIZE AND <br />FASTE'4 PER TABLE' .7 i\ j <br />(4)THRU~OlTS I <br /> <br /> <br />KNEE BRACE ATIACHMENT NO MORE~ 5' SUPER GUTTER <br />THAN 6' ABOVE TOP OF GUTTER i <br /> <br />CHANNEL COVER I; <br /> <br />2"' X 2"' x 0.062" ANGLE EACH SIDE (3) FASCIA ANQ SUB-!'ASC'.A ----.!. <br />EACH #S S.M.S. EACH LEG iNTO POST i <br />~~~.fE~~~I~~ <br />SITE S?EC1FIC ENGINEERING <br /> <br />SOFFIT <br /> <br />SUPER GUTTER I RISER (CR TRANSOM) WALL@ FASCIA- DETAIL 6 <br /> <br />~ . <br /> <br />....J <br />< <br />:J <br />(/) 2 <br />w < <br />r:r. ~ <br />:J 2 <br />f-<J(/) <br />U (JJ ....J <br />:JW- <br />g: a ~ <br />(JJ (JJ W <br />willa <br />~ 0::: <br /><;:::2 <br />[tUO <br />:Ji= <br />~ 0::: U <br />:J f- W <br />2 (JJ (JJ <br />- ~ <br />~ :J <br />32 <br />< ~ <br />:J <br />....J <br />< <br /> <br />10- <br />'<: <br />ill ~_ <br />. ~ N <br />Q..~~ <br />~~ t. <br />Q3~<,::: <br />C~6;!::S <br />c~>-:e:g <br />Q)~~~~ <br />cn....Cl"':e <br />"']:-~ <br />. :> ... W ; <br />W~66e. <br />Q)~~f~ <br />"",,,,,,,u. <br />'-.JLU~....I <br />c<:"'W <br />Q)\3~'" <br />.....A~ c:J <br />:>1"' . <br />;;.....0 <br />~ a.: <br />(J <br /> <br /> <br />4 <br /> <br />OF <br /> <br />10 <br /> <br />@ <br />@ <br />I <br />@ I <br /> <br /> <br />@ 5' SUPER GUTTER II <br /> <br />FASCIA AND SU~F ASCIA <br />MAXJMUM DIST ANOE TO HOST -l <br />STRUCT1.JRE I'IAll36" ~OUT . <br />SITE SP::C;F!C E.'<GINEERiNG <br />