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<br />A T'f ACHED ALUMilNlUM COVERS <br /> <br />F AS I ENED DETERMINED <br />BASID ON CONSTRUCTION <br />OF I'OST 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 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 />CONi\JECTION REQUIRED <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 />LOf.\D CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />GL/ISS ROOMS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/8" eONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. <br />2 WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.------------>2 @ ," O.C. <br />SC:~EEN, VINYL, AND CARPORTS <br />HJST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' 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 />THICKNESS AS BEAM <br />PLATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br />BEAM SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(d..1/2") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />TOTl~L / SIDE OF SPLICE <br />2" ;< 4" 4 / 2 <br />2" ;< 5" 4 I 2 <br />2"" 6" 4 / 2 <br />2" ;, 7" 6 / .3 <br />2" ;, 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 />d-l/2" d-'/2" <br />~ ~ ~ <br />111 <br /> <br />.3/4" <br /> <br /> <br />+ + + + + + + + <br /> <br />1" MAX. <br /> <br />d=HEIGHT OF BEAM <br /> <br />3/4" <br /> <br />1" MAX. <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />!1fJJW[]'@W@@ [go m@ww@1}1}g ~O[gO <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 />(0 COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PARI WiTHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 3 <br />PAGE: (8)~i13 <br /> <br />-46- <br />