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<br />A TT ACHED ALUMiNUM COVERS <br /> <br />r II ' I [NED DETERMINED <br />Dr\ ,I D ON CONSTRUCTION <br />OF i'OST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <br /> <br /> <br />/ <br />./ <br /> <br />PAN OR COMPOSITE PANELS, <br />USE CORROSION RESI~;TIVE SCREWS, PAr~S <br />ANCHORED W/ #lOX1/2" @ 3/PM~ 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 />----/ <br /> <br />COlil\JECTION REQUIRED <br />( SET DETAIL) <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0,032" MII'J. <br />CONNECTION TO HOST STRUCTURE <br /> <br />~ <br /> <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS <br />L')AD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br />Gj\SS ROOMS <br />lOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />J. CONCRETE 1/4"x1-1/S" 120NCRETE SCREWS @ 12" 0.C,------>2 @ l' O.c. <br />) WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0,(,------------>2 @ 1" O.C, <br />S::REEN, VINYL, AND CARPORTS <br />118ST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />I, CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O,C,------>2 @ l' O,c. <br />) WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,C,------------>2 @ l' O,C. <br />NJTES: 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 />PL:\TE CAN BE INSIDE OR <br />OL.ISIDE BEAM OR LAP CUT <br />BEi\:v1 SPLICE SHALL BE MIN. <br />OF d-1/2" HEIGHT AND <br />2(t,--1/2") IN LENGTH <br />Mil L SCREWS PER SPLICE <br />TO I-AL / SIDE OF SPLICE <br />2" x 4" 4 / 2 <br />2" x 5" 4 / 2 <br />2" ^ 6" 4 / 2 <br />2" x 7" 6 / 3 <br />2" ;, 8" 8 / 4 <br />2" x 9" 10 / 5 <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 /> <br />" d-l/2" d-1/2"" <br />1 'r 1 <br /> <br />1" MAX, <br /> <br />3/4" <br /> <br />d=HEICHT 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,@WO"@O'O@@ @:o @@O'OO'O@{S{Sg lPo@;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 />(0)jPYI~ICHT, 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 />PACe: (t)j~i13 <br /> <br />-46- <br />