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<br />l~ E APt:: (L <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />(" <br /> <br /> <br />SEALANT <br /> <br />~ S HEADER EXTRUSION <br />~ ~ /18 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 TAIL <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 />SEALANT <br /> <br />~ S HEADER EXTRUSION <br />~ ~ /18 x 9/1 fJ' TEK SPACED AT <br />~ ________ /j 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 STRUCTIJRE <br />WOOD FRAME. MASONRY OR <br />OTl-lER CONSTRUCTION <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR Tl-lE SUB-FASCIA FRAMING \'MERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND Tl-lOSE AREAS SHAll HAVE <br />DOUBLE ANCHORS. All SCREWS INTO TI-iE HOST STRUCTIJRE SHALL HAVE MIN. 1-1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS <br />LOAD CONDfTlONS <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/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 />SCREEN, 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 /S" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. <br /> <br />SPUCE TO BE LOCATED 1/4 TO <br />1/3 BEAM SPAN AND <br />STAGGERED EACH SIDE OF SELF <br />MA TING BEAM <br /> <br />r d-.SO" -t- d-.50" ---r <br />+ + + + + + + + <br /> <br />1" MAX. <br /> <br />BEAM SPUCE SHALL BE MIN. <br />or d-.50" HEIGHT AND <br />2 (d-.SO") IN LENGTl-l <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 8" 8/4 <br />2" x 9" 10/5 <br /> <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER OF SCREWS <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. DENNETf, P.E. <br />crvn.. ENGINEER &; DEVELOPMENT CONSUI:rANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX /I 1 (904) 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 /> <br />