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<br />ATTACHED ALUMINUM COVERS <br /> <br />~- <br /> <br />'-/' <br /> <br />---~.' <br /> <br /> <br />SEALANT <br /> <br />~ S HEADER EXTRUSION <br />~ ~ 18 II 9/16" TEK SPACED AT <br />~ _______ 8" O,C, BOTH SIDES <br />___ SEALANT <br />110 II 1 -1 /2" S,".S. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAIL <br />EXISTING TRUSS OR RAFTER <br />'10 X 3/4" S.".S. OR WOOD <br />SCREW SPACED AT 12' O.C. <br />3. ROOF PANEL <br />EXISTING FASCIA <br /> <br /> <br />SEALANT <br /> <br />~ S HEADER EXTRUSION <br />~ ~ fl8 x 9/16" TEK SPACED AT <br />~ _______ f!' O.C, BOTH SIDES <br />___ SEAlANT <br /> <br />FOR MASONRY USE 1/4" x <br />1-1/"" TAPCON ANCHOR OR <br />EQUAL SPACED AT 24" O.C. <br />FOR WOOD USE ~110 II 1-1/2' <br />S."'.S. OR WOOD SCREWS AT <br />12" O.C. <br />3' ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OlliER CONSTRUCTION <br /> <br />------ <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOES: WOOD STRUC1URES SHOULD CONNECT TO TRUSS Burrs OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Burrs / 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 />HO~;T 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 />SCF: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 1/4 TO <br />1j:1 BE...... SPAN AND <br />Sl AGGEREO EACH SIDE Of SELF <br />MJ\ TING BEA'" <br /> <br /> <br />{- d-,50. -r- d-,50" ---of <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN <br />NOT NUt.lBER Of SCREWS <br /> <br />l' MAX. <br /> <br />BE At.I SPUCE SHALL BE MIN. <br />Ot' d-,50" HEIGHT AND <br />2 (<1-.50.) IN LENCTH <br />MIN. SCREWS PER SPUCE <br />TOTAl / SIDE OF SPUCE <br />2' x 'I" 4/2 <br />2' II 5" 4/2 <br />2' II 6 4/2 <br />2' x 7" 6/3 <br />2' x 8" 8/4 <br />2' x 9" 10/5 <br /> <br />+ + + + + + + + <br /> <br /> <br />d = HEIGHT OF BEAM <br /> <br />I" 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 />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />Clva. ENGlNEBR &; DEVELOPMENT CONSUI:rANT <br />P. O. BOx 4368 SOUTH ~YTONA, FL 32121 <br />PHOHE 1 (904) 767-4n4 <br />FAX . 1 (904) 767-6556 <br /> <br />'...J <br /> <br />o COPYRI'3HT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E, <br /> <br /> <br />,., <br /> <br />44 <br />