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SINGLE HUNG-NON-IMPACT GENERAL NOTES: ��1 (j{�(��)y((�j((/�/[{/[/(y7• <br /> (SHOWNW/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VylPjppYyyyylEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WI SOWSYSTE <br /> 3, EDITION. 19DOCALA,FLORIDA 34474 <br /> 640 2.GLAZING OPTIONS:(SEE SHEET 2) WWW'CWS'CC <br /> FLANGE WIDTH -UNIT A STANDARD WITH&GLASS <br /> FLANGEWIDTH e4• -UNIT B STANDARD WITH 'GLASS 610 PVC <br /> MAX UNIT WIDTH MAX UNIT WIDTH 3.CONFIGURATIONS:•OIX'. SINGLE HUNG <br /> 3'" GLASS DLO 4.DESIGN PRESSURE RATING NON-IMPACT <br /> GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> A GLASS TABLES ASTM E-1300.04. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER11 <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES c <br /> ASTM E-13D0.04. <br /> / / 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED w w m <br /> 734" 771. 34�' INTHEDESIGN OFTHIS PRODUCT.SEE SHEETS O-7FORANCHOR m <br /> FLANGE FLANGE GLASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR p Z <br /> HEIGHT O HEIGHT B O B WOOD ANCHOR CALCULATIONS. v,J 3 O <br /> Glow m <br /> 8.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE i°Z <br /> SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a U 0: <br /> T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM w <br /> MAX B aU <br /> HEIGHT SEALANT USED AT FIXED MEETING RAIL ANO JAMB, o <br /> / HEIGHT 9 !i SERIES I MODEL DESIGNATION SH-610. `3 U <br /> U m Q O <br /> L.LA <br /> 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z <br /> 37�- X X=OPERABLE SASH,O=FIXED SASH ;yPNc Eg.NW,I'l,p <br /> X MAX - 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR CF <br /> 4LOCATION. <br /> / SASH OLO No 58201p 'fie t =*= <br /> 11.EXTERNAL WEEP SLOT=114 X 1-12'LOCATED 5•FROM BOTH <br /> ENDS. -b' <br /> STATE OF <br /> GLASS DLO 7 g C S' <br /> p Lucas A.Tumer '��.,,'oNA�r O <br /> 2016-08-05 <br /> MAX SASH WIDTH gyp. A 15:14-04:00 <br /> 4 8/5/2016 <br /> • Goss oLo <br /> e LUCAS A.TURNER,P.E. <br /> UNIT A MAX SASH WIDTH FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-3BO-1574 <br /> sHEEr DESCRIPTION: <br /> UNIT B GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS MAX.UNIT DESIGN PRESSURE IMPACT DM B: GA • <br /> G NOTES SIZE <br /> GLAZINGLAZING REINFORCEMENT <br /> DETAILS....................2 RATING RATING SJB 06/27/16owo W. <br /> SECTION VIEWS_.._......__.__...___._3 53-1/8 x 76 2115 +/-35 PSF NONE _ <br /> EXTRUSIONS E B.OJA.__._._._.__..5 ' <br /> 37"x 72" 2009/2115 +/-35 PSF NONE CWS 1099 C <br /> ANCHORSCHEDULEd,NOTES..__-7 Ste; <br /> INSTALLATION DETAILS_.._.._.___6.7 SHEET <br />