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<br />A iT ACHED ALUMilNlUM COVERS <br /> <br />r A~; fENED DETERMINED <br />BASED 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 OXl /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 />cormECTION REOUIRED <br />(SEE DETAIL) <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0.032" MIN. <br /> <br />CONNECTION TO HOST STRUCTURE <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REOUIREMENTS FOR VARIOUS <br />LOAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />G_ASS 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" O.C.------ >2 @ l' O,C. <br />? WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C,------------->2 @ 1" O,C, <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" 0.C.-----.->2 @ l' O.C, <br />:? 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 />PLA TE CAN BE INSIDE OR <br />Ol: TSIDE BEAM OR LAP CUT <br />BEPdv1 SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(d-1/2") IN LENGTH <br />Mlr-J, SCREWS PER SPLICE <br />TOTAL / SIDE OF SPLICE <br />2" ;< 4" 4 / 2 <br />2" x 5" 4 I 2 <br />2" x 6" 4 I 2 <br />2" x 7" 6 / 3 <br />2" x 8" 8 / 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 Mf~ TING BEAM <br /> <br />d-l/2" d-l/2" <br />" r " <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@W[(@[il)@@ @;o m@[il)[il)@tdJg ~ 0130 <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: ~~~3 <br /> <br />-46- <br />