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<br />.' <br /> <br />GLASS ~OOMS: SOLID WALLS AND COVER <br /> <br />,---..... <br /> <br />FASTENED DETERMINED <br />BASED ON CONSTRUCTION <br />OF HOST STRUCTURE <br /> <br />HOST <br />STRUCTURE <br />OR FASCIA <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 />CONNECTION REQUIRED <br />(SEE DETAIL) <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0.032" MIN. <br />CONNECTION TO HOST STRUCTURE <br /> <br />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS <br />LOAD CONDITIONS <br /> <br />GLASS ROOM S <br />HOST 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 @ 6" 0.C.------------->2 @ 1" O.C. <br /> <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"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 />",--., <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 /> <br />LOAD CONDITIONS <br />WIND VELOCITY LOADS DEAD + LIVE LOADS <br /> <br />[1@wO"@O'O@@ ~o []3@O'OO'O@~~g ~o~o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 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: 5 <br />PAGE: ~Sl~~~ <br /> <br />-n- <br />