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<br />ATTACHED ALUMINUM COVERS <br /> <br />~: <br /> <br />------ <br /> <br /> <br />SEALANT <br /> <br />~ 3" 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.M,S. OR WOOD <br />WOOD SCREW (1) PER RAFTER <br />OR TRUSS TNL <br />EXISTING TRUSS OR RAFTER <br />1/10 X 3/'\!' S.M.S. OR WOOD <br />SCREW SPACED AT 12" O.C. <br />3" ROOF PANEL <br />EXISTING FASCIA <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 1/10 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 />----"llIlU;. 1 <br /> <br />',.-/ <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NC rES: WOOD STRUCTURES SHOULD CDNNECT 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, 1-1/4. WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />7!' <br /> <br />HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON 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"x1-1/8" 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 />SCF:EEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />SFUCE TO BE LOCATED 1/4 TO <br />l/J BEAM SPAN AND <br />S1 AGGERED EACH SIDE OF SELF <br />MIl TING BEAM <br /> <br />BllIM SPUCE SHALL BE MIN. <br />Of d-.50" HEIGHT AND <br />2 (d-.50.) IN LENGTH <br />MIIoI, SCREWS PER SPUCE <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 r 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' O.C. <br />O.C.--------->2 @ l' a.c. <br /> <br />'--../ <br /> <br />r d-.50" -r- d-.50" -of <br />+ + + + + + + + <br /> <br />1" MAX. <br /> <br /> <br /> <br />-f <br /> <br />:u <br /> <br />j <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />d = HEIGHT OF BEAM <br /> <br />+ + + + + + + + <br /> <br />PLA TE TO BE SAME WALL <br />THICKNESS AS BEAM <br /> <br />PLA TE CAN BE INSIDE OR <br />OU fSlDE BEAM OR LAP CUT <br /> <br />1" MAX. <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. DENNE1T, P.E. <br />ClVR. ~OlNfiER oft DEVELOPMENT CONSUlTANT <br />P. O. BOx 4368 SOUTH IJ.6.YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX' 1 (904) 767-6556 <br /> <br />/ <br />'--" <br /> <br />C COPYRI3HT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />