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<br />ATTACHED ALUMINUM COVERS <br /> <br />- <br /> <br />SfALANT <br /> <br />~ so HEADER EXTRUSION <br />~ ~ 18 x 9/16" TEK SPACED AT "0 <br />~ _____ 8" O.C. BOTH SIDES / / <br />. ___ SfALANT <br />'10 x 1-1/2" S.M.S. OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAlL <br />EXISTING TRUSS OR RAFTER <br />1110 X 3/"" S.t.I.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 /> <br />SEAlANT <br /> <br />~ SO HEADER EXTRUSION <br />~ H8 x 9/16" TEK SPACED AT <br />.-- --- fi O.C. BOTH SIDES <br />---- ___ SEAU\NT <br /> <br />FOR MASONRY USE 1/,," x <br />1-1/..." TAPCON ANCHOR OR <br />EQUAL SPACED AT 2..." O.C. <br />FOR WOOD USE lID 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. t.lASONRY OR <br />OTHER CONSTRUCTION <br /> <br />---~.' <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND 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 />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNEC1l0N REQUIREMENTS <br />LOAD CONDI1l0NS <br />GL.A.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 />SC~:EEN. 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 />'-..../ <br /> <br />SFUCE TO BE LOCATED 1/1- TO <br />1N BEAM SPAN AND <br />Sl AGGERED EACH SIDE Of SELF <br />MJ\ TING BEAW <br /> <br /> <br />I" WAX. <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATIERN <br />NOT NUMBER Of SCREWS <br /> <br />d "" HEIGHT OF BEAM <br /> <br />BE AW SPUCE SHAll BE MIN. <br />Of d-.5O" HEIGHT AND <br />2 (a-.50") IN LENGTH <br />MIN. SCREWS PER SPUCE <br />TClTAl / SIDE Of SPUCE <br />2" x ..." 4/2 <br />2" x 5" 1-/2 <br />2" x 6 1-/2 <br />2' x 7" 6/3 <br />2' x 8" 8/1- <br />2' x 9" 10/5 <br /> <br />+ + + + + + + + <br /> <br />I" MAX. <br /> <br />PLATE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEMI OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENOINEER '" DEVELOPMENT CONSUlIANT <br />P. O. BOx 4368 SOUTH D,f,YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX' 1 (904) 767-6556 <br /> <br />....J <br /> <br />o COPYRI'3HT, 19116 <br />NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. <br /> <br /> <br />..... <br /> <br />44 <br /> <br />- <br />