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<br />ATTACHED ALUMINUM COVERS <br /> <br />---~. <br /> <br /> <br />SEAlANT <br /> <br />~ 'S' HEADER EXTRUSION <br />~ ~ 18 x 9/16" TEK SPACED AT /0 / <br />~ _______ 8" D.C. BOTH SIDES / / <br />__ SEAlJINT <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 />#10 X 3/~" 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 />~ 'S' HEADER EXTRUSION <br />~ ~ fi8 x 9/16" TEK SPACED AT <br />~ _______ fi 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 jll0 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 />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />R )OF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />N( rES: 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 SHALL HAVE <br />DOUBLE ANCHORS. AU. 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 CONDIllONS <br />GL/.5S ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS <br />HO~;T 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 />SCI: :EEN. VINYL, AND CARPORTS <br />HO~;T 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 @ 12" O.C.--------->2 @ l' D.C. <br /> <br />"--' <br /> <br />BI AM SPUCE SHAU. BE MIN. <br />01 d-.50" HEIGHT AND <br />2 (d-.50") IN LENGTH <br />M,,4. SCREWS PER SPUCE <br />TI 'fAL / 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'x8" 8/4 <br />2 x 9" 10/5 <br /> <br /> <br />1- d-.50" -t- d-.50" -{ <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATlERN <br />NOT NUMBER Of SCREWS <br /> <br />1" MAX. <br /> <br />Sf IJCE TO BE LOCATED 1/4 TO <br />l/:S BEAM SPAN AND <br />S' AGGEREO EACH SlOE OF SELF <br />M .,TING BEAM <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 />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 />crVD.. ~OlNEER &; DEVELOPMENT CONSUU'ANT <br />P. O. BOx 4368 SOUTH DA.YTONA. FL 32121 <br />PHONE 1 (Q0.4) 767Jon4 <br />FAX' 1 (904) 767-6556 <br /> <br />.....J <br /> <br />o COPYR :iHT. 19Q6 <br />NOT TO B I: REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT; RE. <br /> <br /> <br />.... <br /> <br />44 <br />