Laserfiche WebLink
<br />ATTACHED ALUMINUM COVERS <br /> <br />~:" <br /> <br />~... <br /> <br /> <br />SEAlANT <br /> <br />~ 3" HEADER EXTRUSION <br />~ ~ 18)( 9/16" TEK SPACED AT <br />~ _____ 8" O.C. BOTH SIDES <br />___ SEAlANT <br />#10 )( 1-1/2" S.M.S. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAIL <br />EXISTING TRUSS OR RAfTER <br />610 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 />SEAlANT <br /> <br />~ 5' HEADER EXTRUSION <br />~ ~ #8)( 9/16" TEK SPACED AT <br />~ _____ 6" O.C. BOTH SIDES <br />___ SEAlANT <br /> <br />FOR MASONRY USE 1/"''' x <br />1-1/4" TAPCON ANCHOR OR <br />EQUAl. SPACED AT 24" O.C. <br />FOR WOOD USE 110 )( 1-1/2" <br />S.M.S. OR WOOD SCREWS A. T <br />12" O.C. <br />3. ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />----. <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NC 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Burrs OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY IS? 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 />HO~~T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDITIONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE 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 />SC~:EEN, VINYL, AND CARPORTS <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 @ ,. O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. <br /> <br />"'-../" <br /> <br />SfUCE TO BE LOCATED 1/4 TO <br />1/ J BEAM SPAN AND <br />S1 AGGERED EACH SIDE or SELF <br />MJ. TING BEAM <br /> <br /> <br />1- d-.5D" --r- d-.SO" --1' <br />+ + + + + + + + <br />DENOTES SC EW PATTERN <br />NOT NUMBER or SCREWS <br /> <br />1" MAX. <br /> <br />B( AI,I SPUCE SHALL BE MIN. <br />Of d- .50" HEIGHT AND <br />2 (d-.50") IN LENGTH <br />M1r4. SCREWS PER SPUCE <br />TO fA!. / SIDE OF SPUCE <br /> <br />2. )( 4" 4/2 <br />2. x 5" 4/2 <br />2" )( 6 4/2 <br />2" )( 7" 6/3 <br />2. )( 8" 8/4 <br />2" )( 9" 10/5 <br /> <br /> <br />~r <br />;a <br /> <br />J <br /> <br />d = HEIGHT Of BEAM <br /> <br />+ + + + + + + + <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 00 LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &; DEVELOPMENT CONSUlTANT <br />P. O. BOx 4368 SOUTH Oo\YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX , 1 (904) 767-6556 <br /> <br />" ....J <br /> <br />o COPYRI :iHT, 1996 <br />NOT TO Bl: REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />.., <br /> <br />44 <br />