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<br />A iT ACHED ALUMINUM COVERS <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br /> <br />/ <br /> <br />PAN OR COMPOSITE PANELS. <br />USE CORROSION RESISTIVE SCREWS, PANS <br />ANCHORED W/ #1 OX1 /2" @ 3/PAN INTO <br />RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ <br />RIDGE CAP CONNECTION TO RECEIVING <br />CHANNEL. COMPOSITE PANELS USE <br />1/4"x t+1/2" WITH 1/4" WASHERS SCREW <br />THROUGH RECEIVING CHANNEL FROM TOP <br />CAULK ALL CONNECTIONS, <br /> <br />...J <br /> <br />F A;TENED DETERMINED <br />Bf\:3[D ON CONSTRUCTION <br />OF HOST STRUCTURE <br /> <br />CO~i"JECTION REOUIRED <br />(SEE DETAIL) <br /> <br />~ <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0,032" MIN. <br /> <br />CONNECTION TO HOST STRUCTURE <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REOUIREMENTS FOR VARIOUS <br />LJAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />Gl_ASS ROOMS <br />110ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />I. CONCRETE 1/4"x1-1/8" <::ONCRETE SCREWS @ 12" 0.C.------>2 @ ,. O,C. <br />? WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------->2 @ 1" O,C. <br />SCREEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />I. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ ,. O.C. <br />r WOOD FRAME 1/4"x2" LAG SCREWS@ 12" 0.C.---------.-->2 @ l' O.C. <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE <br />TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS <br /> <br />ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-'1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS, <br />PLATE TO BE SAME WALL <br />n-ICKNESS AS BEAM <br />PLA TE CAN BE INSIDE OR <br />OU TSIDE BEAM OR LAP CUT <br />BU\M SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(j-l/2") IN LENGTH <br />Mli'J. SCREWS PER SPLICE <br />TC TAL / SIDE OF SPLICE <br />2" x 4" 4 /1 2 <br />2" x 5" 4 2 <br />2" x 6" 4 I; 2 <br />2" x 7" 6 3 <br />2" x 8" 8 / 4 <br />2" x 9" 10 / 5 <br /> <br />.J <br /> <br /> <br />SPLICE TO BE LOCATED 1/4 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SIDE OF SELF MATING BEAM <br /> <br />d=HEIGHT OF BEAM <br /> <br />1" MAX. <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />[1@Wl]'@lJi)@@ @:c m@lJi)lJi)@UUg ~C@:c <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />.J <br /> <br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PARl WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 3 <br />PAGE: ~~~3 <br /> <br />--46- <br />