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<br />-~~~~.
<br />
<br />~g~~~~
<br />
<br />I SPAC,NG I 2-+-SPAC:NG I 2
<br />1 BEAM SET SPAC,NG
<br />
<br />SP ACi NG I :C-+-SP ACiNG I 2
<br />BEAM SET SPACING -
<br />I
<br />
<br />STRAP LOCATION FOR SUPER GUTTER REiNFORCEMENT
<br />
<br />>'!.7E.,-""TE 7AA'<SCM UP'<JGi1i
<br />~ l" SO, 0.050" S8.A? ~ EACH
<br />/;---- BEAM CCNNEC7'C,'" NlTh (2):::e '2;
<br />',7." S.M.S. iX'J'. S7RAP
<br />31.:E .A;tES ~.....- ": l':.AO SCREtVS ~ 24' Q,~,
<br />
<br />i"7/ ~-
<br />I / '~\I'\ /l
<br />':~~,,~,,' v~
<br />
<br />C:.EL"" ,l,.;'~ i i~ -; ~C:.AM
<br />
<br />
<br />.......
<br />
<br />r r r 1 C.os.:r Ao'lGLE Mlr"'I
<br />I') ~ X Ill' SJ.t.S. EACH SIDE
<br />TO "S'.M ......0 S\;?"J'. G\1T7E."-
<br />RECEMNG C<W<N8.
<br />2.'~, " 'MT'H (3) ~ X \fl' S.M.S.
<br />OR ""'GLE ( " x ,. 1 (31 #S ',12j
<br />S.M.S. EACH SlOE OF SEAM
<br />
<br />MMlMUhI DIST AH:;E. TO HOST
<br />STR\JCT\JRE ....!lU 35" 'MTHOI.IT
<br />SITE SPSCF',c ENGmEER1NG
<br />
<br />.......
<br />
<br />..........
<br />
<br />"
<br />
<br />SELF MATiNG BEAM CONNECTION TO SUPER GUTTER
<br />
<br />l' , 5" x 0.1l:5a' S"8,A;l ~ EACH
<br />SEAM CO/-<.....EC7l0N ....,'rlIZ1 #8 X
<br />'IT S.M.S. ~ S"8,A;l
<br />
<br />
<br />".. x T l.'oG SCREWS Q 24' O.c:.
<br />MINlM\.:1oI ......0 IZ1 Q EACH STRAP
<br />
<br />,,'
<br />
<br />RECEMNG c:w..~NB.
<br />2.\~ X ,. W1Tl1 01 lie X 'fl'
<br />S.M.5. EACH Sloe OF Se........
<br />
<br />IMXlMUIoI DIST 11.'<0: TO HOST
<br />STll:\JCT1JRE W"ll35" 'MT'rlOUi
<br />SITe S?!:Clf1C ENGL....ESqjNG
<br />
<br />SELF MATiNG BEAM CONNECTION TO SUPER GUTTER
<br />
<br />"-4INIMUP.f r ~ J- l 0.050'" OFt
<br />PER SEAM 70 MINIMUM POST
<br />SEE TABLE' 5
<br />
<br />f1
<br />I
<br />i
<br />I
<br />Sl @ 1
<br />g) = I
<br />Sl '"
<br />~ ~ I
<br />
<br />Z'"x rx O~, SEAM oern;
<br />.4- ATiAOi A.II.jGLE .".. ro
<br />'ASC:A WITH 2-J.'8" !.AG
<br />SCREWS A T EAC~ A.~GLE
<br />
<br />L
<br />\
<br />I
<br />I
<br />I
<br />
<br />
<br />~IN. r l r 1 C.05O" S.M.8.
<br />,.).,05......5. AT EAc; N-<GLE
<br />EACH SlOE
<br />
<br />~A
<br />
<br />SEAM 70 WAU CCNNECTlCN:
<br />
<br />:Z) 1:' , T , 0.060" EXTE.,-'W. Y MO\.)NTE) ANGLES A IT AO<E!:l -0
<br />t.OOO WAUMTli MiNiM\,;1oI :Z1111', l'!.AG SCi'lEWS ~"- SICE
<br />OR (Z)'.'" ,2.':" OONCRfiE ANC1QRS TO CCNCRfiE OR
<br />"'."-SO"RY w", ~ ADO I'! ANc;OR ~~ SIDE FO.. "ACH :NO-\ OF
<br />3c..AU OUTi"1'1 '.AFtGER 7H........; :r
<br />
<br />(ALTER.NAiE") P) ~-3.'4. X '.3,'.... x '.30'." ~ V8"";~
<br />U.QJP AITACiED TO WCOO WAlL.MTli MIN. 01 J,1I' xl'
<br />!.AG SCRE...-s P~~ SIDE OR 13) '/4. x 2.'14' CONCRfiO II.-.cHCRS
<br />70 CONC1E1"E OR MASONRY ....AlL ADO (') II.'I01CR ~"- SIDE FOR
<br />EACH INCH OR CCN71u:"'VE.~ SEAM DE?Trl W'lGE."- ,M~ J"
<br />
<br />
<br />,9)
<br />
<br />
<br />@
<br />Sl
<br />@
<br />
<br />@
<br />@
<br />@~
<br />:~
<br />I
<br />l'
<br />
<br />,/
<br />
<br />a
<br />
<br />A :r '.VIOTrl REOUiRED FOR GVTiE.~
<br />
<br />~. ~<G D~~>CN
<br />
<br />CA."ITILEVERED BEAM CONNECT10N TO WALL AND FASCIA DETAIL
<br />
<br />RECEiY\NG Gr'A~N8. CYER SEAM
<br />ANGLE ?'lC\l\OE 0.060" SPACE.~
<br />@ REC8ViNG O"".,N8. II.~Cl1CR
<br />?Q1l'-iS. (2)",0 x2 '!l' S.....5-
<br />@ Rh--rE.q 7AJlS OR l' O.O,.WX
<br />WI 'z-l5"Sua FAC:A
<br />
<br />i 0
<br />I 0
<br />
<br />
<br />\
<br />
<br />I
<br />~
<br />!
<br />I
<br />
<br />NOiCl' A.~GlE OP11C1'W.
<br />
<br />"'UST RE.\WN FeR A.'<GLE S1RE.'IG7l1
<br />
<br />Z' l 6"" se...c MATiNG SEAM \MT~
<br />(4)"0 SHEET .~ETAL SCREWS AT
<br />EACl' A.'<OLE EACH SlOE
<br />
<br />CANTILEVERED BEAM CONNECTION AT WALL (END Vl'2N)
<br />
<br />,F- <I-.5Q" -,I- <1-.50' -?' "!oWl
<br />" '-"<
<br />J>"r----\----,,',,: I I
<br />I 0E1<0TU so.e:" ,,="" I ~ "'7 d
<br />1<<JT_....Cf~ -Ii
<br />J ' _ . . -I. _ ..~ I I
<br />..,.,..""" , ' , --"'<
<br />
<br />S?lJCE 1"0 SE lOCATED l/. TO ,rJ
<br />BEMI SPAN MO STAGGERED EAc;
<br />SIDE OF SE!J' VoAr,NG SEMI
<br />
<br />d . HEiGHT OF ~EAM
<br />SEAM S?lJCE Sew..;. SE "'iN1MUhI
<br />d - .5'l' HElG;<T
<br />2' (d - .so') LE.'1GTrl
<br />
<br />P'.A T'E TO BE SAMe
<br />1"'rl1CX'lESS AS BEAM WB
<br />
<br />?\..AT'ECA." SE INSloe OR
<br />O\IfSIOE SEAM OR LAP CVT
<br />
<br />TYPICAL BEAM SPLiCE DETAIL
<br />
<br />,- !oWl
<br />
<br />SaEcr FASTENER S1ZE. S\.'M!!ER
<br />11."0 SPAC;NG ffiChI TABI..E , . s
<br />
<br />
<br />~
<br />
<br />~
<br />I
<br />I
<br />I
<br />
<br />--
<br />
<br />I
<br />I
<br />I
<br />~ VARJES
<br />
<br />!'
<br />
<br />5"
<br />
<br />sauD ~ AITACHEO WITH '10 x,fl'
<br />SHEET MET>'!. SCREWS AT Ii' ON CE."IT'ER
<br />wm; WASHEHS OR COMPOSITE PM8. WITH
<br />114' !.AG SCREWS AT 2" ON GC.'<T'ER
<br />
<br />FOR AU C""'AIlLE SP....S OF
<br />SU~ ~ AHD CARRIER BEAM
<br />SEE TABLE' . ,Q
<br />
<br />SUPER GUTTER - SOLID ROOF / SCREEN ROOF COMBINATION
<br />
<br />.~.-
<br />--- ----
<br />
<br />','!l' , 1-'!l' x O.COO' ANGU
<br />EAc; SIDE OF CCNNECTI"'G SEMI
<br />'MTl; SCRE'WS AS SHeWN
<br />
<br />CARRIER BEAM
<br />SEE 7ABLE \ .5
<br />
<br />~I~.
<br />I ~: I ~
<br />~ Sl I ~
<br />1 ;:
<br />...~ ~
<br />j. @ I 0
<br />I 1.'
<br />I
<br />~
<br />
<br />.~~
<br />.- .....
<br />
<br />, I>!lIMARY BEAM
<br />SEE TABLE' . , CR..' 5
<br />
<br />MINIM\,;M '" S.M.S. x 1"lONG
<br />N\;MBER REOUIRED EQUAL TO SEAM CE."Trl
<br />
<br />~lO; EX7RUS10!'<S.MT'H INT'E."''W. SCREW BOSSES
<br />1M Y SE CCNNeCTEo W1T'rl (Z) ., 0 x ~. 1fl'
<br />INTeRNAU 'f
<br />
<br />CARRiER BEAM TO BEAM CO~NECT10N
<br />
<br />HOST S"TI'lUCT\JRE MASONRY OR FRAMED W"ll
<br />SaEcr F ASTE."E."-S FROM SED'lON 9
<br />
<br />~,'fl' x '.\,'Z" x O.COO' II."GLE
<br />EAc; SIDE OF CCNNECTlNG SEAM
<br />
<br />MiNIMUM ~ S.M.S. l :l/.. LONG
<br />NLa~8E..q, ~:aUlRE) :I SEAM CE.?'rH
<br />
<br />....
<br />"",' -'>.
<br />
<br />~1.0:
<br />~ ~p) ~
<br />! I :I~~
<br />, i'~
<br />fu I @_
<br />o I'!~
<br />~
<br />
<br />DR1~ C~ ':.A,RRib" e~
<br />Sk""E PE~ 7 ABLES
<br />
<br />BEAM TO WALL CONNECT10N
<br />
<br />?OsmON OF SEAM FOR
<br />w..~St-IUl ROOF
<br />
<br />
<br />l' xl' PURLlNS A 1'7 ACl' TO SEAM W1T'rl
<br />121",0, ~-'IT SHES" MET>'!. SVlEWS
<br />
<br />C"JT SEAM TO suo" OYER EAC>; OTrlE."-
<br />OR CVT FOR GUSSET P!.ATE CCNNECTlON
<br />(?\..ATE INSIDE BEMI)
<br />
<br />i
<br />~ MINiMl.'!il SPACNG
<br />PER T ABI..E , . 5
<br />
<br />I
<br />~
<br />
<br />TYPICAL SIDE PLATE CONNECTION
<br />
<br />sa...:CT FAS7E..~E..~ SIZE. :'-lUMBER
<br />ANO SPAc;.o;G FRCM TABLS , .5
<br />
<br />~
<br />;:!
<br />Q
<br />
<br />FASTEN ~RU MEMBER INTO
<br />SCREW BOSSES Wl111 (4)
<br />#10 x 1-1/2' S.M.S.
<br />Z' x 5' x 0.050'" S1R'J> @ EACH
<br />aRACE CONNEC1l0N Wffii (2)
<br />tIS x 1/2' S.M.S. PER STRAP
<br />
<br />I ~
<br />
<br />
<br />r:=- >'!.UloIiN\.'),\ 5"mAP OR 1/4"1"'rlR\J.
<br />SOL T .....0 '!l' i>'JC FE.'\RUL.E AT
<br />24' ON CE.'<T'ER
<br />
<br />(2) ., 0 X 1'4. CCRRCSlON
<br />/ RESISThIE II.'lO WASHE.~ HEADED
<br />=ws
<br />
<br />~I - "
<br />
<br />t~~'~ t I
<br />1---JI
<br />
<br />
<br />f VARJES
<br />
<br />~
<br />
<br />r
<br />t
<br />I
<br />I
<br />i
<br />I
<br />
<br />~.~.:I
<br />I~
<br />
<br />i I
<br />'_ BRACE
<br />
<br />;..
<br />
<br />0.055"
<br />
<br />I,
<br />-
<br />
<br />i
<br />I
<br />I
<br />I
<br />
<br />"r-- _
<br />
<br />L2,-l
<br />
<br />~
<br />i
<br />
<br />
<br />\
<br />\
<br />\
<br />,
<br />
<br />
<br />l
<br />I
<br />
<br />lJ4' x Z' LAG SCRtwS @ 24' 0
<br />MIN. AND (2) @ 24. EACH
<br />
<br />RECEMNG CHA....NEL
<br />2-118" x" W111i (3) tIS x vZ'
<br />S.M.S, EACH SIDE OF SEAMt
<br />
<br />MAxIMUM DIST MCE TO HO
<br />STRUCTURE WAlL 38' wm Our
<br />SITE SPECIFIC ENGINEERI~ /
<br />
<br />NON-STRUCTURE BRACE CONNECTION TO SUPER GUTTER
<br />
<br />-I
<br />~
<br />:J
<br />(/) Z
<br />Ll.J <<
<br />et: 2
<br />..:) z
<br />r- l?
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<br />:::l Ll.J ::;::
<br />cr:: 0-'"
<br />r- r-
<br />(/) (/) Ll.J
<br />Ll.J Ll.J 0
<br />2 0:: .....
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<br />20::U
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<br />~ 2
<br />:::l :J
<br />....J Z
<br /><< ~
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<br />W ~ ~
<br />. ... CO<
<br />0. ~ ~
<br />~...~ ti -or
<br />C) <..l .:::
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<br />~!JJ01D\O
<br />c::~~",:g
<br />Q,):l.~-'
<br />CJ3ag~
<br />. ~ ;: ;;; ~
<br />W~35e
<br />Q,)Q:~a:~
<br />" lJJ to w tJ..
<br />VlJJ(""I...J
<br />__~"'1U
<br />~-Xr-
<br />Q,)\:lo
<br />.....~11l
<br />3..JJo
<br />
<br />jl~
<br />
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<br />
<br />OF
<br />
<br />10
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