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GENERAL NOTES: <br /> SLIDING GLASS.DOOR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNEDAND MANUFACTURED: <br /> TO COMPLY WITH THE FLORIDA BUILDING:CODE(FBC),CURRENT VYiPIDOh/.SYS7fMS' <br /> EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY.HURRICANE 1900 SW 44TH AVE. <br /> ZONE'(KVHZ).l OCALA,FLORIDA 34474 <br /> WWW CWSCC <br /> 2:GLAZING OPTIONS:(SEE SHEET 2): <br /> 3,APPROVED CONFIGURATIONS INCLUDE:BUT ARE NOT LIMITED TO: 89,00 PVC,SLIDING_ <br /> 19PU .MAX:OVERALL WIDTH. "XO","OX"1OX01."OXXO": `GLASS-DOOR <br /> .48_518".MAX 41 112 4.DESIGN PRESSURE:RATING.(SEE SHEET 2):.: NON-IMPACT <br /> PANEL WIDTH. A GLASS DLO NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE'AND <br /> GLASS TABLES ASTM E-1300-04e01/09. . <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 4 z 'Q'z <br /> - - INFILTRATION TEST PRESSURE AND GLASS TABLES' p w O ¢F O W . <br /> - ASTM E-1300.04e01109. w ;Z J 2 <t 2_'W <br /> MAX 5.'ANCHORAGEi THE 33'1131/STRESS INCREASE HAS NOT BEEN USED a. F w z F 3: _ <br /> IN THE DESIGN OF THIS PRODUCT:SEE SHEET 7 FOR ANCHOR z z=' _w Ili O O. <br /> OVERALL B R DETAILS. WINDLOAD DURATION FACTORCd=1.6 WAS USED FOR WOOD �.O z a a <br /> HEIGHT O X X I 85 718"' ANCHOR CALCULATIONS: p z- z z-I-p vy <br /> GLASS <br /> t B. z O'Z:Utzp.t2- <br /> MAX 7 DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE } Q tt:w O 0 U.Z <br /> PANEL C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.' .2 0 H H z <br /> L)- . <br /> HEIGHT �' 7 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.'VENTS', w 0 %to a w in w <br /> I. ARE FULLY WELDED. a :z ow O'r vi I- <br /> 93" <br /> p, 'wP0 a.w, LU.i }- <br /> 3�_.._� 8.SERIES J MODEL DESIGNATION,SGD-8900: a r :n LU�a <br /> A A <br /> 7 9.THE DESIGNATION X AND,O STAND FOR THE FOLLOWING:• <br /> X=OPERABLE SASH,:O=FIXED.SASH '• .P.......... <br /> . W T�Qi's <br /> 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR .--`ti� $F'`•,2�g <br /> JAU&".,MAX.OVERALL WIDTH'_ LOCATION. ��' No 58201" :P <br /> 9.5_1/2";MAX.OVERALL WIDTH *: k �*t <br /> 'MAX 4.1 1/2". 11.WEEP SLOTS 1]4";x 1-1/41'LOCATED 3",FROM BOTH ENDS. - <br /> PANEL WIDTH GLASS DLO 4$AN/.r .MAX.: : 41 t12" -wt_ ;¢, <br /> PANEL W@TH 'GLASS DLO . %9;.'STATE OF :Wp <br /> .� :4u <br /> OR <br /> 953t2° LUQS$ 10NA} y <br /> MAX. 95112" " . Turner- <br /> OVERALL: MAX. . . . <br /> HEIGHT OVERALL . 201M&30 <br /> C C. HEIGHT ; 17:12+20:00 <br /> ox p. X: - O <br /> 'MAX. <br /> PANEL ll 8/28/2017 <br /> f <br /> 0 X <br /> HEIGHT 115-m I . m 85 718„ <br /> GLASS.. MAX GLASS: LUCAS A.TURNER,A.E. <br /> DLO PANEL DLO FL PE#5820.1', . <br /> HEIGHT 1239 JABARA AVE. <br /> :NORTH PORT,FL 34288. <br /> PH.941-380-1574' <br /> SHEET DESCRIPTION: <br /> 'GENERAL NOTES AND <br /> ELEVATIONS' <br /> TABLE OF CONTENTS' <br /> MAX: PANEL SIZE DESIGN PRESSURE.RATING IMPACT.RATIING DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS.....1 ADE - 16/30109 <br /> GLAZING DETAILS.&.DPCHART.+...:...2' Owa#: REV.: <br /> SECTION VIEWS.......................:......3a SEE COMPARATIVE'ANALYSIS <br /> BOM&.EXTRUSIONS.............:.:...........5 " : 48-5/8 '.93. NONE CWS a96 C. <br /> ANCHOR SCHEDULE&NOTES..,..._...6.' CHART,.SHEET.2'. - <br /> lNSTALLATION DETAILS:...:..:..........:..? MAX:OF FOUR.(4)PANELS IS ALLOWED AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN, a� 1:4,0 <br /> s SHEET <br /> " 1 OF 7 <br />