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<br />ATTACHED ALUMINUM COVERS <br /> <br />---- <br /> <br />~ ';;.. SEAlANT <br /> <br />~.::~ ~ ~ ~ :~~~ E~:U:~~~ED AT 0" / <br /> <br />~ 8" O.C. BOTH SIDES / .- <br />___ SEALANT <br />#10 x 1-1/t' S.M,S. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TNL <br />EXISTING TRUSS OR RAFTER <br />610 X 3/+" S.M.S. OR WOOD <br />SCREW SPACED AT 12" O.C. <br />3" ROOF PANEL <br />EXISTING FASCIA <br /> <br />'....J. <br /> <br /> <br /> <br />SEAlANT <br /> <br />~ ;j HEADER EXTRUSION <br />~ ~ #8 x 9/16" TEK SPACED AT <br />~ _____ tr' O,C, BOTH SIDES <br />___ SEAlANT <br /> <br />FOR MASONRY USE 1/4" x <br />1-1/4" TAPCON ANCHOR OR <br />EQUAL SPACED AT 24" O,C, <br />FOR WOOD USE #10 x 1-1/2. <br />S.M,S, OR WOOD SCREWS AT <br />12" Q,C. <br />3" ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />I ;~OOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />I'.e 1ES; WOOD STRUCTURES SHOULD CONNECT TO TRUSS Burrs OR THE SUB-FASCIA fRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRuss Burrs / SUB-FASCIA AND THOSE AREAS SHAU HAVE <br />DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4. WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />HO~~T STRUCTURE OR FASCIA AND SU8-F ASCIA CONNECTION REQUIREMENTS <br />LOAD CONDITIONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. <br />~. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. <br />SC~:EEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->2 @ l' D.C. <br />~'. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' D.C. <br /> <br />"-../ <br /> <br />:;FUCE TO BE LOCATED 1/4 TO <br />1/ J BEAM SPAN AND <br />;1 AGGERED EACH SIDE OF SELf <br />1011\ TING BEAM <br /> <br /> <br />r d-.5D" -r d-.50" -{ <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />1" MAX. <br /> <br />lE AM SPUCE SHALL BE MIN. <br />8f d-.SO" HEIGHT AND <br />l (d-.50.) IN LENGTH <br />I\/IIN, SCREWS PER SPUCE <br />mrN.. / SIDE OF SPUCE <br />2" x 4" 4/2 <br />:1.' II 5" 4/2 <br />;1.' II 6 4/2 <br />~t II 7" 6/3 <br />2' II B" B/4 <br />!.' II 9" 10/5 <br /> <br />+ + + + + + + + <br /> <br /> <br />d = HEIGHT OF BEAM <br /> <br />1. MAX. <br /> <br />PLA TE TO BE SAME WAll <br />THICKNESS AS BEAM <br /> <br />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUU'ANT <br />P. O. BOx 4368 SOUTH D.J.YTONA. FL 32121 <br />PHONE 1 (00<4) 767-4n4 <br />FAX , 1 (00<4) 767-6556 <br /> <br />,---./ <br /> <br />C COP'r'U3HT, 1996 <br />NOT TO HE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITIEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />.., <br /> <br />44 <br />