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<br />fA aT ACHED ALUM~NUM COVERS <br /> <br />F AS ~ENED DETERMINED <br />BASr::Gl ON CONSTRUCTION <br />.OF HOST STRUCTURE <br /> <br />CONNECTION REOUIRED <br />(SEE DETAIL) <br /> <br />~ <br /> <br />PAN OR COMPOSITE PANELS <br />USE CORROSION RESISTIVE SCREWS. PANS <br />ANCHORED W/ #lOX1/2" @ 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 />HOST <br />STRUCTURE <br />OR FASCIA <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 REOUIREMENTS 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/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. <br />2. 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-1/S" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' Oc. <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 />PLA TE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br />BEAM SPLICE SHALL BE MiN. <br />OF d-1j2" HEIGHT AND <br />2(d-1/2") IN LENGTH <br />MIN. SCREWS PER SPLICE <br />TOTAL / SIDE OF SPLICE <br />2" x 4" 4 j 2 <br />2" x 5" 4 / 2 <br />2" x 6" 4 j 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 />1" MAX, <br /> <br />d=HEIGHT OF BEAM <br /> <br />MAX. <br /> <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />[1&:lW(f'@uu@@ @:o [;3@uuuu@~~g 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 />@ 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: S~1I3 <br /> <br />-46- <br />