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<br />SCIREEINlIED ENCLOSURES: SCREEN I V~NV'l WAllS AND SOLID COVER <br /> <br />~ <br /> <br />FASTENED DETERMINED <br />BASED ON CONSTRUCTION <br />OF HOST STRUCTURE <br /> <br />CONNECTION REQUIRED <br />(SEE DETAIL) <br /> <br />EXTRUDED OR BREAKMETAL HEADER <br />0.032" MIN. <br />CONNECTION TO HOST STRUCTURE <br /> <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 PAi'JELS 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 />HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS <br />LOAD CONDITIONS <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"x1-1/8" CONCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. <br />2: WOOD FRt.~1~~ 1/4")<'L" LAG SCRQN'2 ({;II 13"-.0 ( ::::.;..>2 @ 1" J.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 />NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION <br />2'-0" MIN. MIN. 2500 PSI CONC. W/ <br />BEFORE SLOPE 6x6-10x10 WW. MESH OR <br />.. 1 t FIBER MESH TYPICAL <br />__ . ._ 1 #5 BAR CONT. <br />31/2~ "8" <br /> <br />LOAD CONDITIONS <br />WIND VaOCITY LOADS DEAD + LIVE LOADS <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br />FLA T SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING <br />o - 2"/12" 2"/12" - 1'-10' > 1'-,10' <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br /> <br /> <br />f <br /> <br />.'~ <br /> <br />[1@W[j'@(jj)@@ @;o w@(jj)(jj)@'-1'-1g ~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: 2 <br /> <br />PAGE: 5=~2 <br /> <br />-27- <br />