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GENERAL NOTES: <br /> HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. <br /> 1121/4"FLANGE WIDTH EDITION. OCALA,FLORIDA 34474 <br /> 111"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC <br /> 3611/16" -•-1 3.CONFIGURATIONS:"XOX". <br /> MAX.SASH WIDTH - 3611/16" - <br /> MAX.SASH WIDTH 4.DESIGN PRESSURE RATING: 620 PVC <br /> r32 3/4"GLASS DLO•{ 32 3/4"GLASS DLO <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER <br /> A GLASS TABLES ASTM E-1300-04. NON-IMPACT <br /> ------------------------- -—T -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> --- <br /> --------------- <br /> ---"-- INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> _ I <br /> ASTM E-1300-04. <br /> FLANGE 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED ~¢ <br /> HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o <br /> 63" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR <br /> B B MAX. WOOD ANCHOR CALCULATIONS.LIN <br /> } <br /> �( O �( !"BL 58 71S^HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE m � <br /> MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z <br /> 1 SASH � <br /> HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. > <br /> 16" Z WSS 8.SERIES/MODEL DESIGNATION HS-620. O DC <br /> C � d <br /> 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: <br /> t X=OPERABLE SASH,O=FIXED SASH U <br /> U) <br /> 010B C A <br /> .SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> 1/3-1/3-1/3 1121/4"FLANGE WIDTH LOCATION. O <br /> Z <br /> 111"MAX.UNIT WIDTH 2S 1/8" 11.EXTERNAL <br /> BOTH ENDS.WEEP SLOT=5116"x 2-1/8"LOCATED 4-1/2"FROM ,p``PNOREW,Tti��i <br /> MAX.SASH �.`Q`;:•�C ENS'• <br /> ------533/4"MAX.SASH WIDTH----- WIDTH w`O �' F ••y�� <br /> —49 13/16"GLASS DLO— 241/4" Z :• No 58201 •.��r <br /> GLASS DLO _ Lucas A.Turner <br /> f 2015-06-09 =9% STATE OF Pu <br /> 641/4" 10:07-04:00 'O <br /> FLANGE <br /> HEIGHT • O q 1 <br /> 63" st <br /> MAX. q�hs'O�Aells 0 1 <br /> UNIT ZZ <br /> HEIGHT <br /> X O X 68 7/8" 6/8/2015 <br /> MAX. <br /> SASH LUCAS A.TURNER,P.E. <br /> HEIGHT FL PE#58201 <br /> 55 Ili 6" 1239 JABARA AVE. <br /> GLASS NORTH PORT,FL 34288 <br /> DLC PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> 1/4-1/2-1/4 ELEVATIONS <br /> TABLE OF CONTENTS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS.....1 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15 <br /> DP CHARTS&GLAZING DETAIL........2 DWG 4: REV.: <br /> SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 SEE COMPARATIVE ANALYSIS cws-1067 <br /> ANCHOR SCHEDULE&NOTES.........5 XOX 1/3-1/3-1/3 111"x 63 CHART, SHEET 2 NONE SCALE: SHEET <br /> INSTALLATION DETAILS.....................6 1:25 1 OF 6 <br />