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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />SEALANT <br /> <br />~ S HEADER EXTRUSION <br />~ ~ (/8 x 9/10' TEK SPACED AT <br />~ _______ 8" O.C. BOTH SIDES <br />. ___ SEALANT <br />(/10 x 1-1/2" S.lol.S. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAIL <br />EXISTING TRUSS OR RAFTER <br />(/10 X 3/4" S.lol.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 />~ ~ #8 x 9/10' TEK SPACED AT <br />~ _______ t5' O.C. BOTH SIDES <br />___ SEALANT <br /> <br />FOR lolASONRY USE 1/4" x <br />1-1/4" TAPCON ANCHOR OR <br />EQUAL 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 />3" ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAlollNG WHERE POSSIBLE <br />ONL Y 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / 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 />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#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1 /4"x1-1 /S" 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 />SCREEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />SPUCE TO BE LOCATED 1/4 TO <br />1/3 BEAM SPAN AND <br />STAGGERED EACH SIDE OF SELF <br />MA TING BEAM <br /> <br />BEAl.! $PUCE SHALL BE MIN. <br />OF d-.SO" HEIGHT AND <br />2 (d-.SO") IN LENGTH <br />t.AIN. SCREWS PER SPUCE <br />TOTAL / 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. x 8" 8/4 <br />2" x 9" 10/5 <br /> <br />22#/SF 32 #/SF 57#/SF <br />@ 12" O.C.----->2 @ l' D.C. <br />O.C.--------->2 @ l' D.C. <br /> <br /> <br />r d-.50. -r d-.SO" --1 <br /> <br />1. MAX. <br /> <br />1 <br /> <br />:0 <br /> <br />J <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN I ~ <br />NOT NUMBER OF SCREWS l-b <br /> <br />+ + + + + + + + <br /> <br />d = HEIGHT OF BEAt.A <br /> <br />PLA TE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEAt.A OR LAP CUT <br /> <br />1. MAX. <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVlL ENGlNEER a: DEVELOPMENT CONSUIIANT <br />P. O. BOX 4368 SOUTH ~YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX . 1 (90<4) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN AJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />.., <br /> <br />44 <br />