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<br />SEALANT <br /> <br />~ SO HEADER EXTRUSION <br />~ ~ liB x 9/16" TEK SPACED AT 0" <br />~ ______ B" 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 />1110 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 />ATTACHED ALUMINUM COVERS <br /> <br />SEALANT <br /> <br />~ SO 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 />[QUAL SPACED AT 24" O.C. <br />'~OR WOOD USE 1110 x 1-1/2" <br />S.M.S. OR WOOD SCREWS AT <br />12" O.C. <br />:\" ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br /> <br />. <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTES: WOOD STRUCruRES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCruRE 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 CONDITIONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 If/SF J2 If/SF 571f/SF <br />1. CONCRETE 1/4"xl-1/8" CONCRETE SCREWS @ 12" 0.C.------>(2) @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.---------_____>(2) @ 1" O.C. <br />SCREEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1 /4"xl-l /8" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />SPLICE TO BE LOCA TED 1/4 TO <br />1/.3 BEAM SPAN ANO <br />STAGGERED EACH SIDE OF SELF <br />MA TlNG BEAM <br /> <br />BEAM SPLICE SHALL BE MIN. <br />OF d-.50" HEIGHT AND <br />2 (d-.50") IN L1ENGTH <br />MIN. SCREWS PER SPLICE <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 B" B/4 <br />2" x 9" 10/5 <br /> <br /> <br />(-- d-.50" -"i d-.50"--t <br /> <br /> <br />22#/SF 32 #/SF 57#/SF <br />@ 12" 0.C.----->2 @ l' O.c. <br />0.C.-------___>2 @ l' O.C. <br /> <br />1" MAX. <br /> <br />-++++++++- <br /> <br />DENOTES SC EW PATTERN I 2 <br />NOT NUMBER OF SCREWS l-b <br /> <br />t <br /> <br />i <br />I <br /> <br />:0 <br /> <br />d = HEIGHT OF BEAM <br /> <br />+ + + + + + + + <br /> <br />-+ --J <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 />1" MAX. <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVll.. ENGINEER & DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767.4n4 <br />FAX # 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, p.E. <br />