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<br />ATTACHED ALUMINUM COVERS <br /> <br />~: <br /> <br /> <br />SEAlANT <br /> <br />~ 3" HEADER EXTRUSION <br />~ ~ *8 x 9/16" TEK SPACED AT <br />~ ______ a" O.C. BOTH SIDES <br />, ___ SEAlANT <br />*10 l( 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/." 5.1.1.5. OR WOOD <br />SCREW SPACED AT 12" O.C. <br />3" ROOf PANEL <br />EXISTING fASCIA <br /> <br />'-...J <br /> <br />_ _ _ -'DnU.." <br /> <br /> <br />SEAlANT <br /> <br />~ 3" HEADER EXTRUSION <br />~ ~ #a l( 9/16" TEK SPACED AT <br />~ ______ f5' O.C. BOTH SIDES <br />___ SEAlANT <br /> <br />fOR MASONRY USE 1/." x <br />1-1/4. TAPCON ANCHOR OR <br />EQUAL SPACED AT 2." O.C. <br />FOR WOOD USE lID 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 />WOOO 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 STRUClURES 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. AU. SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/.. WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDITIONS <br />GU,SS 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"x1-1/8" 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 />SCJ;:EEN. VINYL. AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />,1, CONCRETE 1/4"x1-1/8" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <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 />SfUCE TO BE LOCATED 1/. TO <br />1/3 BEAM SPAN AND <br />Sl AGGEREO EACH SIDE OF SELf <br />Mil TlNG BEA'" <br /> <br /> <br />1 d-.50. -r- d-.50.1 <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />1. MAX. <br /> <br />BE At.! SPUCE SHAlL BE NIN. <br />or d-.50. HEIGHT AND <br />2 (d-.50.) IN LENGTH <br />MIN. SCREWS PER SPUCE <br />TOTAL / SIDE OF SPUCE <br />2. l( .. 4/2 <br />2. x 5" 4/2 <br />2. l( 6 ./2 <br />2. x 7" 6/3 <br />2. x a. 8/4 <br />2. l( 9" 10/5 <br /> <br />+ + + + + + + + <br /> <br /> <br />d '" HEIGHT OF BEAM <br /> <br />I" WAX. <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 ENOJNEER &: D6VELOPMFNr CONSUU'ANT <br />P. O. BOx 4368 SOUTH D4YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX , 1 (904) 767-6556 <br /> <br />,---../ <br /> <br />o COPYRI3HT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ftt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />.., <br /> <br />44 <br />