Laserfiche WebLink
<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />~ <br /> <br />SEALANT <br /> <br />3" 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 TRUSS TAIL <br />EXISTING TRUSS 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 />~ 3" HEADER EXTRUSION <br />~ ~ #8 x 9/16" TEK SPACED AT <br />~ ~ 8" 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 #10 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 FRAMING WHERE POSSIBLE <br />ONLY 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 />22#/SF 32 #/SF 57#/SF <br />@ 12" O.C.----->2 @ l' O.c. <br />O.C.--------->2 @ l' O.C. <br /> <br />SPLICE TO BE LOCATED 1/4 TO <br />1/3 BEAM SPAN AND <br />STAGGERED EACH SIDE OF SELF <br />MA TING BEAM <br /> <br />1~ d-.50" ----t~ d-.50" ---{ <br /> <br />1" MAX. <br /> <br />.75 <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />.75" ~- ~- + + + + + + + + <br /> <br /> <br /> <br />~-l <br /> <br />:0 <br /> <br />J <br /> <br />d = HEIGHT OF BEAM <br /> <br />BEAM SPLICE SHALL BE MIN. <br />OF d-.50" HEIGHT AND <br />2 (d-.50") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />TOTAL / SIDE OF SPLICE <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 />1" 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 />CIVR.. ENGINEER &: DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX 111 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN A&.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />44 <br />