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<br />ATTACHED ALUMINUM COVERS <br /> <br />.,.."tI <br /> <br />SEALANT <br />~ ;S' HEADER EXTRUSION <br />~ ~ *8 x 9/16" TEK SPACED AT "0 / <br />~ ______ f5' O.C, BOTH SIDES / .- <br />___ SEALANT <br />110 x 1-1/'L' S,M.S. OR WOOD <br />WOOO SCREW (1) PER RAnER <br />OR TRUSS TAil <br />EXISTING TRUSS OR RAFlER <br />'10 X 3/4" S.Io\.S. OR WOOD <br />SCREW SPACED AT ,'L' O.C. <br />S' ROOF PANEL <br />... EXlSTlNG FASCIA <br /> <br /> <br /> <br />SEAlANT <br /> <br />~ ;S' HEADER EXTRUSION <br />~ ~ /#8 x 9./1f5' TEK SPACED AT <br />~ ______ f5' D.C. BOTH SIDES <br />___ SEALANT <br /> <br />FOR MASONRY USE 1/4- x <br />1-1/4" TAPCON ANCHOR OR <br />EWAL SPACED AT 24" O.C. <br />FOR WOOD USE 110 x 1-1/2" <br />S.M.S. OR WOOD SCREWS AT <br />12" O,C. <br />;S' ROOF PANEL <br /> <br />EXISTING HOST STRUCnJRE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WAU, DETAIL <br /> <br />NOTES: WOOD STRUC1URES SHOULD CONNECT TO TRUSS BUTIS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15" OF SCREWS CAN BE OUTSIDE THE muss BUTTS / SUB-FAsaA AND THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. All SCREWS INTO THE HOST STRUCTURE SHALL HAVE t.4IN, 1-1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS <br />LOAD CONDITIONS <br />GlASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22,jSF 32 #/SF 57#jSF <br />1. CONCRETE 1/4")(1-1/8" CONCRETE SCREWS @ 12" O,C.----->(2) @ l' D.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.-~----------->(2) @ 1" D.C. <br />SCREEN. VINYL. AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22,!Sf 32 II/SF 571/Sf ....."I <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C,----->2 @ l' O.C. <br />2. WOOD FRAME 1/4")(2" LAG SCREWS @ 12" O.C,---------:>2 @ l' O.C, <br /> <br />SPlICE TO BE tOCATED 1/4- TO <br />1/3 BEMA SPAN AND <br />5T AGGERED EACH SIDE OF SELf <br />MATING BEAM <br /> <br /> <br />1 d-.50" ----of- d-,50--1 <br />+ + + + + + + + <br />DENOTES SC EW PATiERN <br />NOT NUUBER Of' SCREWS <br /> <br />1" MAX. <br /> <br />8EM4 SPUCE SHALL BE MIN. <br />ot d-.sO" HEIGHT "NO <br />2 (d-.50") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />,TOTAL I SIDE OF SPUCE <br />2" x 4" 4/2 <br />2" J( 5" 4/2 <br />2" " 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 BEAt.4 <br /> <br />1" M"X, <br /> <br />PL"l~ TO BE SAME WALL <br />THICKNESS "5 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. BENNETI, P.E. <br />eVIL 1lN0IN1lBIl . DBVBLOPMENT CONSl1l7ANT <br />P. O. BOX 4368 SOUTH ~YTONA. FL 32121 <br />PHONE 1 (~) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />,-" <br /> <br />o COPVRIGHT.1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Rt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNET1: P.E. <br /> <br /> <br />3 <br />44 <br />