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<br />A TT ACHED ALUMINUM COVERS <br /> <br />F AS TENED DETERMINED <br />t3AS[O ON CONSTRUCTIOf'J <br />OF HOST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br /> <br />/ <br />" <br /> <br />PAN OR COMPOSITE PANELS. <br />USE CORROSION RESISTIVE SCREWS. P/\NS <br />ANCHORED W/ #10Xl/2" @ 3/PAN INTO <br />RECEIVING CHANNEL AND 1 #1 Ox 1/2" @ <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 CHJ\NNEL FROM TOP <br />CAULK ALL CONNECTIONS. <br /> <br />CONNECTIOf\l 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 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 />I, CONCRETE 1/4"xl-l/S" CONCRETE SCREWS @ 12" O,C,------>2 @ l' O,C, <br />7 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0,C,-------------->7 @ 1" Oc. <br />SCREn~, VINYL, AND CARPORTS <br />HOST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 'j 7 #/SF <br />1. CONCRETE 1/4"xl-l/S" CONCRETE SCREWS @ 12" 0,C,------>2 @ l' OC <br />2 WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,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 DOUE:LE ANCHORS <br /> <br />ALL SCREWS IN TO 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 />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br />BEAM SPLICE SHALL BE MIN, <br />OF d-l/2" HEIGHT AND <br />2(d-l/2") IN LENGTH <br />MIN, SCREWS PER SPLICE <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 7" 6 / 3 <br />2" x S" S / 4 <br />2" x 9" 10 / 5 <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 - 1 /2" d - 1 /2" <br />\.0 \.0 \.0 <br />1 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 OET AIL <br /> <br />[1@W[[@ffi)@@ ~o [;3@ffi)ffi)@QQg ~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 />@ 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 />PAGE: ~-~3 <br /> <br />-46- <br />