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<br />A TT ACHED ALUMINUM COVERS <br /> <br />r AS TENED DETERMINED <br />BASE.D ON CON5H<UCTION <br />m I-tOST SmUcrUR[ <br /> <br />/ <br /> <br />PAN OR COMPOSITE PA~I[LS. <br />USE CORROSION RESISTIVE SCREWS. P/\NS <br />ANCHORED W/ #10Xl/2" @ .~/PAN IN TO <br />RECEIVING CHANNEL AND 1 #10x1/2" @ <br />RIDGE CAP CONNECTION TO RECEIVING <br />CHANNEL. COMPOSITE PANELS USE <br />1/4"x t+1/2" WITH 1/4" WASHERS SCr~EW <br />THROUGH RECEIVING CHANNEL FROM TOP <br />CAULK ALL CONNECTIONS, <br /> <br />HOST <br />STRUCruf~E <br />OR FASCIA <br /> <br /> <br />/' <br />/ <br />/ <br /> <br />CONNECTION REOUIRf D <br />(SEE DETAIL) <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0.032" MIN. <br /> <br />CONNECTION TO HOST STRUCTURE <br /> <br />HOST STRUCTURE OR f- ACIA & SUB-FACIA CONNECTION REQUIREMEN TS rOf~ VARIOUS <br />LOAD CONDITIONS LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br /> <br />.. <br /> <br />GLASS ROOMS <br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF <br />1. CONCRETE 1/4"xl-1/8" CONCRETE SCREWS @ 12" O,C,------ >2 @ l' O.C, <br />/. WOOD FRAME 1/4"x2" LAC SCREWS @ 6" O,C---------.. ~<) @ 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-1/8" CONCRETE SCREWS @ 12" OC.---- ..>2 @ l' Oc. <br />2 WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O,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-1/2" 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 />SPLICE TO BE LOCATED 1/4 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SIDE OF SELF MATING BEAM <br /> <br />3/4" <br /> <br /> <br />d=HEIGHT OF BEAM <br /> <br />d-1/2" d-1/2" <br />~ ~ " <br />111 <br /> <br />1" MAX. <br /> <br />3/4" <br /> <br />1" MAX. <br />DENOTES SCREW PATTERN <br />NOT NUMBER OF SCREWS <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />[b&1W(J'@!iD@@ ~o rn@(]i)(fl)@QQIJ (Po~o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (1iI04) 767-4774 <br />fAX: (904) 767-6~~C5 <br /> <br />@ COPYRIGHT, 1995 <br /> <br />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: 8-13 <br /> <br />-4'- <br />