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<br />ATTACHED ALUMINUM COVERS
<br />
<br />-__---"llU
<br />
<br />
<br />~/
<br />
<br />~~ /
<br />/~
<br />
<br />--'
<br />-~--~~l-"
<br />---~-
<br />-'-1
<br />
<br />~,- - - '..
<br />
<br />SEAlANT
<br />
<br />j" IlLAO[f~ EX l/WSION
<br />IA x 9/16" HK SI'ACIO AI
<br />8" O,C, 80TH SIOI S
<br />SfALANI
<br />
<br />110 x 1-1/'}" S,M.s. OR WOOD
<br />WOOD SCHEW (1) 1'1" "Ar 11 R
<br />0" muss TAIL
<br />rXISTlNG TRUSS OR RAI HR
<br />H1U X j/4" S,M~; OI~ WOOf)
<br />SCHI W SPAer IJ AT 1 '}" O,C
<br />
<br />j" "OOf PAN I I
<br />fXIS1ING I ASl.IA
<br />
<br />
<br />----
<br />
<br />S F.ALAN T
<br />
<br />3" HEADER EXTRUSION
<br />#B x 9/16" l/,K SPACLO AT
<br />8" O,C, BOlH SIDES
<br />SEALANT
<br />
<br />FOR MASONRY USE 1/4" x
<br />1-1/4" IAPCON ANC(IO!l OR
<br />EQUAL SPACED AT 24" O,C,
<br />FOR WOOD USE (/10 x 1-1/')"
<br />5,1.1, S, Ofl WOOIJ SCI\I WS ;., I
<br />17" O,C
<br />.r fWOf PANII
<br />
<br />E XIS liNG HDS I S TRue IImf
<br />WOOD FIlAML, MASONRY OR
<br />o IHER CONS TRue liON
<br />
<br />J
<br />--j,._,
<br />
<br />~- -.-.. . '
<br />
<br />ROOF PANEL TO FASCIA DETAIL
<br />
<br />ROOF PANEL TO WALL DETAIL
<br />
<br />NOlES: WOOD STRUCTURES SHOULD CONNECT ro TRUSS BUTlS OR IHE' SUR-FASCIA FRAMING Wl-TERE POSSIBLE
<br />ONLY 15% or SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-fASCIA AND THOSE AREAS SHALL HAVE
<br />baUBLE ANCHORS, ALL SCREWS INto ml HOST STRUCTURE SHALL HAVE MIN, 1-1/4" WASHERS
<br />OR SHAL.L BE WASltrR H[ADfI) SCREWS
<br />
<br />Host STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
<br />LOAD CONDITIONS
<br />GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS
<br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22i1/SF 32 ii/SF 57i1/SF
<br />1. CONCf~E1E 1/4"x1-1/H" C()Ncr~LI~_ SCI~LWS @ 12" 0,(;,-------->(2) @ l' O.C,
<br />2. WOOD FRAME 1/4"x2" LAG SCf~[WS @ 6" 0.C.------------,--,->(2) @ 1" O,C,
<br />SCREEN, VINYL, AND CARPORTS
<br />HOST STRUCTtJRE 102 MPH 110 MPH 120 MPH
<br />1. CONCRETE 1/4"x1--1/H" C()NCr~FTr SCRrWS
<br />2. WOOD FRAME 1/4"x7" l A(; SCREWS @ 17"
<br />
<br />22 ii/SF 32 ii/SF 57i1/SF
<br />@ 1~" O.C, - ----->7 @ I' O.C.
<br />0.<:,------- --->7 @ l' O.C,
<br />
<br />SPLICE 10 BE L.OeA rm 1/4 Hl
<br />1/3 BlAM SPAN AND
<br />ST AGGERED EACH SIDE OF SELF
<br />MA liNG BEAM
<br />
<br />-l-
<br />t
<br />
<br />d-,!'>O" d-,~;O", 1" MAll
<br />+ I- + + + + -:;- -:;-l1 i- -, I
<br />DENOTES SCI f W PA T fERN I ~ Z.
<br />NOl NUMBER OF SCREWS I ~ J "u
<br />++l-+++++JL+ j
<br />," MAX,
<br />
<br />d = HEIGHT OF BEAM
<br />
<br />BEAM SPUCE SHALL. BE MIN,
<br />OF d-.50" HEIGHT AND
<br />2 (d- ,50") IN L.ENGTH
<br />MIN, SCREWS PER SPUCE
<br />TOTAL / SIDE OF SPUCE
<br />2" x 4" 4/2
<br />2" x 5" 4/2
<br />2" x 6 4/2
<br />2" x 7" 6/3
<br />2" x 6" 8/4
<br />2" x 9" 10/5
<br />
<br />
<br />PLA TE 10 BE SAME WALL.
<br />THICKNESS AS BEAM
<br />
<br />PL.A TE CAN BE INSIDE OR
<br />OUTSIDE BEAM OR LAP CUT ,\)
<br />
<br />TYPICAL BEAM SPLICE DETAIL
<br />
<br />/_'(, ,0'
<br />, ,
<br />f.:.'v
<br />'\ \\
<br />,\~~~.,
<br />X, '0 ~ \:j "'0
<br />:--.<1~~ \:.1~'
<br />
<br />."..
<br />LAWRENCE E. BENNETT"IJ.E.
<br />CIVIL ENGINEER & DEVELOPMENT CONsUIiANT
<br />P. 0, BOX ..368 SOUTH D.\YTONA, FL 32121
<br />PHONE 1 (oo..) 767-..n4
<br />FAX /I 1 (004) 767-6556
<br />
<br />^
<br />
<br />o COPYRIGHT, 1996
<br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
<br />
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