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<br />t~ cAPe r2- <br />ATTACHED ALUMINUM COVERS <br /> <br />,.--..., <br /> <br /> <br />SEAlANT <br /> <br />:.d- :5" HEADER EXTRUSION <br />~ ~ *8 x 9/16"TEK SPACED AT <br />~ ________ 8" 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 muss TAlL <br />EXISTING muss OR RAFTER <br />#10 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 />SEALANT <br /> <br />~ SO HEADER EXTRUSION <br />~ ~ fl8 x 9/1f5' TEK SPACED AT <br />~ ________ f5' O.C. BOTH SlOES <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 '10 x 1-1/2" <br />S.M.S. OR WOOD SCREWS AT <br />12" O.C. <br />3' ROOF PANEL <br /> <br />EXISTlNG HOST smUCTURE <br />WOOD FRAME. MASONRY OR <br />OTl-lER CONSmUCTlON <br /> <br />~ RgOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL <br /> <br />--.: <br />NOTES: WOOD STRUClURES SHOULD CONNECT TO TRUSS BUTTS OR Tl-IE SUB-fASCIA fRAMING WHERE POSSIBLE <br />ONLY 15% Of SCREWS CAN BE OUTSIDE Tl-IE muss BUTTS / SUB-fASCIA AND THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. ALL SCREWS INTO Tl-IE HOST smUCTURE SHALL HAVE MIN. 1-1/4" WASHERS <br />OR SHALL Bf: WASHER HEADED S~EWS <br /> <br /> <br />CHOS;~lRUClURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDIllONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS <br />HOST STRUClURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" 0.C.----->(2) @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. <br />SCREEN. VINYl, AND CARPORTS (' <br />HOST SlRUCTURE' 102 MPH 110 MPH 120 MPH 22#I.?F 32 #/SF 57#/~F. ...~ <br />1. CONCRETE 1/4")(1:-1/8" CONCRETE SCREWS @ 12 O.C.----->2 @ 1 O.C. <br />~'WOOD F"RAME 1/4"x2" LAG SCREWS @ 12" O.C.----------->2"@1. O.C. <br /> <br />SPUCE TO BE LOCATED 1/4 TO <br />1/3 BEAM SPAN AND <br />STAGGERED EACH SIDE Of SELF <br />MATING BEAM <br /> <br />r d-.50" -t- d-.50" --f <br />+ + + + + + + + <br /> <br />1" MAX. <br /> <br />+ + + + + + + + <br /> <br /> <br />l <br /> <br />:u <br /> <br />J <br /> <br />d = HEIGHT OF BEAM <br /> <br />BEAM sPUCE SHALL BE MIN. <br />or d-.50" HEIGHT AND <br />2 Cd-.50") IN lENGTH <br />MIN. SCREWs PER SPUCE <br />TOTAl / SlDE or SPUCE <br /> <br />2" II 4- 4/2 <br />2- II 5- 4/2 <br />2" II 6 4/2 <br />2" 117- 6/3 <br />2- II 8- 8/4 <br />2" II 9- 10/5 <br /> <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER or SCREWS <br /> <br />l' MAX. <br /> <br />PLA rr TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLA rr CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. HENNE'IT, P.E. <br />CIVIL ENGINEER a: DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOlffii Il'YTONA. FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />~ <br /> <br />o COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />