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<br />ATTACHED ALUMINUM COVERS <br /> <br />---~ , <br /> <br /> <br />SEAlANT <br /> <br />~ "S' HEADER EXTRUSION <br />~ ~ #8 x 9/16" TEK SPACED AT '0 <br />~ ______ 8" O.C. BOTH SIDES / / <br />___ SEAlNH <br />#10 x 1-1/2" 5.10.1.5. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAIL <br />EXISTING TRUSS OR RAfTER <br />#10 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 /> <br /> <br />SEAlANT <br /> <br />~ "S' HEADER EXTRUSION <br />~ ~ #8 x 9/16" TEK SPACED AT <br />~ ______ f5' 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 ,no 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 /> <br />RI)OF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />N 1ES: 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 ANO THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/+" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />HO';T STRUCTURE OR FASCIA AND SU8-F ASCIA CONNECllON REQUIREMENTS <br />LOAD CONDIllONS <br />GU,SS 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 />SO, :EEN. VINYL. AND CARPORTS <br />HO~;T 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 />'-.../ <br /> <br />~;, UCE TO BE LOCATED 1/+ TO <br />1 'J BEAM SPAN AND <br />~; I AGGERED EACH SIDE OF SELF <br />.. .','nNG BEAJ.I <br /> <br />1 d-.50" -r- d-.50" 1 <br />+ + + + + + + + <br /> <br />I" MAX. <br /> <br />E!, AM SPUCE SHALL BE t.lIN. <br />(.J d-.50" HEIGHT AND <br />" Cd-.50") IN LENGTH <br />~,Ir~. SCREWS PER SPUCE <br />ilUTAL / SIDE Of SPUCE <br />:<" x 4" 4/2 <br />:<" x 5" 4/2 <br />," x 6 4/2 <br />:<" x 7" 6/3 <br />" x 8" 8/4 <br />:<" x 9" 10/5 <br /> <br /> <br />I ~~ <br />DENOTES SC EW PATTERN .. <br />NOT NUt.lBER Of SCREWS l-b <br />+ + + + + + + + <br /> <br />-, <br />;U <br />J <br /> <br />d = HEIGHT OF BEAM <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 OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />Clvn. ENOINf&. it DEVELOPMENT CONSUlXANT <br />P. O. BOx 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (004) 767-4n4 <br />FAX' 1 (004) 767-6556 <br /> <br />'--.J <br /> <br />G COPYF 13HT. 1996 <br />NOT TO !:IE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />.., <br /> <br />44 <br />