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<br />AT'fACHED ALUMiNUM COVERS <br /> <br />F /\5 I ENED DETERMINED <br />B;-\~'I~D ON CONSTRUCTION <br />OF HOST STRUCTURE <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 CONNECTlmJ 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 CONNECTIOf--JS. <br /> <br />..J <br /> <br />CON"JECTION REQUIRED <br />(SE[ 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 REQUIREMENTS FOR VARIOUS <br />LOAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />GLASS ROOMS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/S" '80NCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. <br />L WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C,------------->2 @ 1" O.C. <br />SCREEN. VINYL. AND CARPORTS <br />HJST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57 a/SF <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" 0,C.------>2 @ l' O.C. <br />L 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 />THICKNESS AS BEAM <br />PU\ TE CAN BE INSIDE OR <br />OU TSIDE BEAM OR LAP CUT <br />BE/I,M SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2( (1--' /2") IN LENGTH <br />MII\'. SCREWS PER SPLICE <br />TOTAL / SIDE OF SPLICE <br />2" x 4" 4 / 2 <br />2" x 5" 4 I 2 <br />2" :< 6" 4 / 2 <br />2" x 7" 6 / 3 <br />2" x s" 8 I 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-l/2" d-1/2" <br />i 'r 1~ <br /> <br />1" MAX. <br /> <br />+ + <br /> <br /> <br />cJ=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 />[b@W[J'@l1D@@ @:o w@oul1D@l1l1g lPo@:o <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 PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT P E, <br /> <br />SECTION: :3 <br /> <br />PA(::I". "'" <br />