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<br />ATTACHED ALUMINUM COVERS <br /> <br />----- <br /> <br /> <br />'S~T , <br />~" " ~ HEADER EXTRUSION <br />~~, " . ' 18 x 9/16" TEK SPACED AT /0 <br />~~ Er O.C. BOTH SIDES . / / <br />, ___ S~T <br />110 x 1-1/2" S.M.S. OR WOOD <br />WOOD SCRE.'w (1) PER RAFTER <br />OR TRUSS TAlL <br />EXISTING TRUSS OR RAFTER <br />110 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 /> <br /> <br />SEALANT ' <br /> <br />~ ~HEAoEREXTRUSION <br />~ ~, flS w,9/1o TEK SPACED AT <br />~ ~ ti O.C. BOTH SIDES <br />, ___ S~T <br /> <br />FOR MASONRY USE 1/4" x <br />1-1/40 TAPCON ANCHOR OR <br />EQUAL SPACED AT 24" O.C. <br />FOR WOOD USE 110 x 1-1/20 <br />S.M.S. OR WOOD SCREWS AT <br />12" O.C. <br />30 ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />---~.' <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHAU. HAVE <br />DOUBU: ANCHORS. AU. SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4" WASHERS <br />I OR SHALL BE WASHER HEADED SCREWS <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS <br />LOAD CONDIllONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE 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 />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/S" CONCRETE SCREWS @ 12" O.C.---.-->2 @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' a.c. <br /> <br />'-.-./ <br /> <br />BE AM SPUCE SHAU. BE WIN. <br />O! d-.50" HEIGHT AND <br />2 (d-.50") IN LENGTH <br />Mitt SCREWS PER SPUCE <br />nrTAL / SIDE Of SPUCE <br />2' x 4" 4/2 <br />2' x 5- 4/2 <br />2' x 6 4/2 <br />2' x r 6/3 <br />2' x S" 8/4 <br />2' x 9" 10/5 .Co <br /> <br /> <br />f- d-.50" -t- d-.50" --r <br />++.,r + + + + + <br />DENOTES SC EW PATTERN <br />NOT NUWBER Of SCREWS <br /> <br />1" MAX. <br /> <br />SfUCE TO BE LOCATED 1/4 TO <br />1/3 SEAW SPAN AND <br />S1 AGGERED EACH SIDE Of SElf <br />Mil TING BEA... <br /> <br />+ + + + + + + + <br /> <br /> <br />d = HEIGHT OF BEAW <br /> <br />1" MAX. <br /> <br />PLA TE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />,~ <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />Clvn. ENOINEBR " DEVELOPMENT CONSUlXANT <br />P. O. BOx <43Cl8 SOUTH ~YTONA, FL 32121 <br />PHONE 1 (1lO4) 767...n", <br />FAX' 1 (1lO4) 76N1556 <br /> <br />'J <br /> <br />o COPVRI3HT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br /> <br />.., <br /> <br />44 <br /> <br />'. <br />