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<br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />F AS TENED DETERMINED <br />BASED ON CONSTRUCTION <br />OF HOST STRUCTURE <br /> <br />/ <br /> <br />PAN OR COMPOSITE PANELS. <br />USE CORROSION RESISTIVE SCREWS, PANS <br />ANCHORED W/ #1OX1/2" @ 3/PAN INTO <br />RECEIVING CHANNEL AND 1 #1 Oxl /2" @ <br />RIDGE CAP CONNECTION TO RECEIVING <br />CHANNEL. COMPOSITE PANELS USE <br />1/4"x t+l/2" WITH 1/4" WASHERS SCREW <br />THROUGH RECEIVING CHANNEL FROM TOP <br />CAULK ALL CONNECTIONS. <br /> <br />....J <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <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"xl-l/8" eONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C, <br />2 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C,------------>2 @ 1" O.C. <br />SCREEN, VINYL. AND CARPORTS <br />t-JST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57 a/SF <br />1. CONCRETE 1/4"xl-l/S" CONCRETE SCREWS @ 12" O,C.------>2 @ ,. O,C, <br />2 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 />THk:KNESS AS BEAM <br />PU,TE \.., '", BE INSIDE OR <br />OU'!SIDE BEAM OR LAP CUT <br />BEI\tv1 SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(d'-1/2") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />TOTAL / SIDE OF SPLICE <br />2" :( 4" 4 /; 2 <br />2" :< 5" 4 2 <br />2" :( 6" 4 I 2 <br />2":( 7" 6 ; 3 <br />2" ;< s" S ; 4 <br />2" .K 9" 10 / 5 <br /> <br /> <br />CONI'JECTION REQUIRED <br />(SEI: DETAIL) <br /> <br />~ <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0,032" MIN. <br /> <br />.J <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-1/2" d-1/2" <br />~ ~ ~ <br />1 . 1 <br /> <br />1" MAX. <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 />[b,@WI]'@Ol)@@ @:o m@Ol)Ol)@UUg l?o@: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 PARl WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />SECTION: :3 <br />PAGE: <Q)~~3 <br /> <br />-46- <br />