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------- GENERAL NOTES: <br /> <� HORIZONTALS <br /> L'D E R - N�wN-I M�PEA_Ca�T--- t THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS <br /> OPTIONS} <br /> p s�IM TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT <br /> (SHOWN��IDIFFER�ENT <br /> EDITION. 1900 SW44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.cC <br /> 126718' 3.CONFIGURATIONS:"OX"."XO",*XOX". <br /> MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): 8200 PVC <br /> 125 5/8'MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORZ.SLIDER <br /> kx - GLASS TABLES ASTM E-1300-0001109. NON-IMPACT <br /> GLASS DLO GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> D ASTM S-1300-0401109. <br /> < z 0 <br /> P: owo 0)w 0 0 <br /> 63 1/4" T_ S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w_j 0 <rzw <br /> MA>L IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR W zoz a:--�- <br /> OVERALL F DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 -<fn 0 It jE <br /> LL Pw ZI-3:my <br /> FLANGE ANCHOR CALCULATIONS. z <ff"0 0 <br /> 55 114" 6 ol­-0,3<x'w <br /> HEIGHT 5' 1311 U C)U)�- D. t')(L <br /> MAX x GLASS 0 x D GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE (n z <br /> 7 <br /> UNIT a z U) <br /> OLD DLO 0 Z 0 U)Z HEIGHT SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 1 (9 -- <br /> r_-LLmootL z <br /> 58 9116* < =0- <br /> 2 0 W;= <br /> MAX. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT �_0 t=Z <br /> SASH USED AT FIXED MEETING RAIL AND JAMB. Er��-cn:)3'2 <br /> > <br /> HEIGHTL L oot U)0 w 0)w <br /> F lh LL <br /> 8.SERIES I MODEL DESIGNATION HS-8200. Z. w 0 <br /> ILI Q. a:>_ <br /> R w NJ <br /> CL <br /> 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: m m <br /> 3511/15 F D KT7 E I- <br /> E mAx. X=OPERABLE SASH.0=FIXED SASH <br /> SASH WIDHT <br /> 10.SECTION CALLOUTS;APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> 65 114" LOCATION. N.�y <br /> MAX.OVERALL <br /> FLANGE WIDTH 11.EXTERNAL WEEP SLOT 114"x T'LOCATED G"FROM BOTH ENDS, <br /> 1-: No 58201 <br /> 54'MAX.UNIT WIDTH <br /> STATE OF <br /> oil <br /> 23 3116" n T'. <br /> GLASS OLD GLASS DSO Lucas <br /> A <br /> Turner <br /> T T <br /> -—1— 2017-08-30 <br /> N A <br /> 63114' 17:13+20:00 <br /> MAX. So 9LI 6- <br /> OVERALL MAX. <br /> FLANGE SASH <br /> HEIGHT HEIGHT B IB <br /> 'SG7L A13116 <br /> 3S'Sl 6' <br /> 62, 55 141 x 0 OLD 812812017 <br /> MAX GLASS I I LUCAS A.TURNER,P.E. <br /> UNIT DLO <br /> HE GHT FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> C PH.941-3B0-1574 <br /> 26112 SHEET DESCRIPTION: <br /> MAX SASH WIDTH GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS DRAWN BY: DATE: . <br /> GENERAL NOTES&ELEVATIONS 1 MAX. IMPACT RATING AAJ 07/0V08 <br /> GLAZING DETAILS...............................2 CONFIG. UNIT SIZE DESIGN PRESSURE RATING- 5w—r.0: REV.: <br /> COMPARATIVE ANALYSIS..................3 <br /> SECTION VIEWS&ALT.FRAME._.4.5 xO 54"x 62" SEE COMPARATIVE ANALYSIS NONE CWS-340 E- <br /> EXTRUSIONS&&O.M.........................6 NONE SCALE: <br /> ANCHOR SCHEDULE&NOTES__: 7 XOX 1/4 1/2 1/4 125-5/8"X 62" CHART, SHEET 3 SHEET <br /> INSTALLATION DETAILS.....................8 1:33.33 1OF8 <br />