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<br />/A 1'T /ACHED /ALUM~INIUM COVERS <br /> <br />i AS I LNlD DETERMINED <br />[M~'[D ON CONSTRUCTION <br />or HOST STRUCTURE <br /> <br />CONNECTION REQUIRED <br />(SEE DETAIL) ~ <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0.0.32" MIN, <br />CONNECTION 'TO HOST STRUCTURE <br /> <br />~ <br /> <br />PAN OR COMPOSITE PANlLS <br />USE CORROSION RESISTIVE SCREWS. PANS <br />ANCHORED w/ #1 OXl /2" @ 3/PAN INTO <br />RECEIVING CHANNEL AND 1 #1 Oxl /2" @ <br />RIDGE CAP CONNECTION TO RECEIVING <br />CHANNEL COMPOSITE f::lANELS USE <br />1/4"x t+1/2" WITH 1/4" WASHERS SCREW <br />THROUGH RECEIVING CH/'INNEL FROM TOP <br />CAULK ALL CONNECTION S. <br /> <br />.----- <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br /> <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREME~ns 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" CONCRETE SCREWS @ 12" 0,(.------>2 (g) l' 0,(' <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.(.-------------->2 @ 1" OC. <br />SCREEN, VINYL, AND CARPORTS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57 #/SF <br />1. CONCRETE 1/4"xl-l/8" CONCRETE SCREWS @ 12" OC.-------:>2 @ l' oc. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ l' O.C. <br />NO TES 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 BU TTS/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 />PLA TE CAN BE INSIDE OR <br />OU TSIDE 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 8" 8 / 4 <br />2" x 9" 10 / 5 <br /> <br />'...... <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 />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 />[1~W(f'@[]D@@ @:o W@[]D[]D@tt11>J ~\]@: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 />