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SINGLE HUNG-NON-IMPACT GENERAL NOTES:(SHOWNW/DIFFERENT OPTIONS) 1.THE PRODUCTSHOWN HEREIN ISDESIGNED AND MANUFACTURED Vyl�tl�{�}}�,�T�T� <br /> [![1CY <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT 1900SW44THAVE <br /> EDITION. OCA1.A,FLORIDA 34474 <br /> ^^t• 69 2.GLAZING OPTIONS:(SEE SHEET 2) W WW.CWS.CC <br /> FLANGE WIDTH •UNIT A STANDARD WITH k GLASS <br /> FLANGE WIDTH 54. .UNIT B STANDARD WITH J•GLASS 510 PVC <br /> 3r MAxuNrr WmTH MAXUNrrW37H1 a CONFIGURATIONS:'o1X'. SINGLE BEING <br /> 49• NON-IMPACT <br /> 4.DESIGN PRESSURE RATING: <br /> 3�. GUS6 OLD .NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> GLASS DLO A GLASS TABLESASTM E-1300.04. <br /> POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a 0 ai <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES o»o_ _� ASTM E-1300-04. <br /> 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED w m <br /> 7 4• 77• 344• IN THE DESIGN OFTHIS PRODUCT.SEE SHEETS W FORANCHORCo <br /> FLANGE FLANGE GLASS DLO DETAILS.WINDLOAD DURATION FACTOR Gd=1.6 WAS USED FOR z0� ZO <br /> HEIGHT O HEIGHT B O B WOOD ANCHOR CALCULATIONS, y 3 w <br /> S.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE u b O <br /> SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. i <br /> / 72•MA% 76• C T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOIN'SEAM O <br /> HEIGHT MAX SEALANT USED AT FIXED MEETING RAIL AND JAMB. o R�w <br /> / HUI <br /> S,HT B S.SERIES l MODEL DESIGNATION SH-510. S= II <br /> e <br /> F a <br /> U m.{CI <br /> C 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: Hn�u�ry z <br /> X S7�• 6 X=OPERABLE SASH,O=FIXED SASH '�,y1PNGE�NS TG,O0�� <br /> A. I $1• SO.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR tivCF'•'1, F•y`Z^'L <br /> [� SASH GLASS OLD LOCATION. � No 58201 :1'A <br /> �f r HEIGHT p G 11.EXTERNAL WEEP SLOT=114 x 1-11T LOCATED S'FROM BOTH <br /> If ENDS, y9Q STATE OF iW <br /> 3SS E A .L-. %6`s'.<.ORiOQ`'�,a.+� <br /> GLASS OLD 7 sLD Lucas A.TUmer '�oS�ONA �i` <br /> 2016.08-05 <br /> LaAxSASH nrH 4�15 A 15:14-04:00 <br /> cLA9so 0 8/5/2016 <br /> ,W,t6�, LUCAS A.TURNER,P.E. <br /> UNIT A MAX.S4ASH WIDTH FL PE <br /> 123S JABARAAARAAVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-3B0.1574 <br /> SHEET UES IPTION: <br /> UNIT B GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS MAX.UNIT DESIGN PRESSURE IMPACT DSA B: DAM <br /> REINFORCEMENT SJB ae12711s <br /> GENERAL NOTESDETAIL&ELEVATIONS.-____........1 SIZE RATING RATING <br /> GLAZING NVIEW LS...„„.........„.„..„.....2 Dwcs. er. <br /> SEDTIONVIEWS.„...,....„„_..„.„..„....,3 53-116"x76" 2115 -r1-35PSF NONE <br /> EXTRUSIONS SCHEDULE <br /> ...__.._.....„.„...4 37"x 72" 2009/2115 +/-35 PSF NONE cws-1099 c <br /> INSTALLATION <br /> TION DETA L NOTES..„.„6.7 SQ1�` SHEEP <br /> INSTALLATION DETAILS..............»6.7 1:15 1 OF 7 <br />