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<br />ATTACHED ALUMINUM COVERS <br /> <br />~; <br /> <br />'....----'" <br /> <br />SEAlANT <br /> <br />~ 3. HEADER EXTRUSION <br />~ ~ 1/8 x 9/16" TEK SPACED AT <br />~ _________ 8" O,C. BOTH SIDES <br />, ___ SEAlANT . <br />#10 x 1-1/2" S,M,S, OR WOOD <br />WOOD SCREW (1) PER RAFTER <br />OR TRUSS TAlL <br />EXISTING TRUSS OR RAFTER <br />610 X 3/4" S,M,S. OR WOOD <br />SCREW SPACED AT 12" O,C, <br />3" ROOF PANEL <br />EXISTING FASCIA <br /> <br />------- . <br /> <br /> <br />---~,..,. <br /> <br />l . <br /> <br />SEALANT <br /> <br />~ :5' HEADER EXTRUSION <br />~ ~ #8 x 9/16" TEK SPACED AT <br />~ _________ 8" 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" O,C, <br />3" ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />N( lES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE IHE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHALL 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 />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDIllONS <br />GU,SS 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 /S" CONCRETE SCREWS @ 12" O.C,----->(2) @ l' O,C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C,------------->(2) @ 1" O.C. <br />SCF:EEN. VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS <br />2, WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />SFlJCE TO BE LOCATED 1/4 TO <br />1/:1 BEAM SPAN AND <br />ST AGGERED EACH SIDE OF SELF <br />MJ\ TlNG BEAM <br /> <br />BE AM SPUCE SHALL BE MIN, <br />Of d-.50" HEIGHT AND <br />2 (d-,50.) IN LENGTH <br />1.41/01, SCREWS PER SPUCE <br />TOTAL / SIDE OF SPLICE <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 8' 8/4 <br />2" x 9' 10/5 <br /> <br />22#/SF 32 #/SF 57#/SF <br />@ 12" O.C,----->2 @ l' O,C. <br />O,C.--------->2 @ l' O,c. <br /> <br />,,_./ <br /> <br />I" MAX, <br /> <br />1- d-.50' -r- d-.50. -0( <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN I 2 <br />NOT NUMBER OF SCREWS I ~ <br /> <br />+ + + + + + + + --{ <br /> <br /> <br />-r <br /> <br />:0 <br /> <br />~l <br /> <br />d = HEIGHT OF BEAM <br /> <br />PLATE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLA TE CAN BE INSIDE OR <br />ourSIDE BEAM OR LAP CUT <br /> <br />1. MAX, <br /> <br />. <br />c, <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVR. ENGINEER cl DEVELOPMENT CONSUlTANT <br />P. O. BOx 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (004) 767-4n4 <br />FAX' 1 (904) 767-6556 <br /> <br />/ <br />..........- <br /> <br /> <br />C COPYRI:iHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN AJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E. <br /> <br />,-, <br /> <br />44 <br />