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SINGLE HUNG - NON-IMPACT GENERAL NOTES: ����m. <br /> 0 <br /> (SHOWN W/DIFFERENT OPTIONS) 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 /> EDITION. OCALA,FLORIDA 34474 <br /> r'48• WWW.CWS.CC <br /> 2.GLAZING OPTIONS:(SEE SHEET 3 FLANGE WIDTH -UNIT A STANDARD WITH h"GLASS <br /> FLANGEE WIDTH 531" -UNIT B STANDARD WITH J'GLASS 610 PVC <br /> 37' MAX UNIT WIDTH SINGLE HUNG <br /> MAX UNIT WIDTH 3.CONFIGURATIONS:"O/X". <br /> 49• NON-IMPACT <br /> 4.DESIGN PRESSURE RATING: <br /> 3* GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> GLASS DLO GLASS TABLES ASTM E-1300-04.A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �01 <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES + o <br /> / ASTM E-1300-04. 1 1 <br /> 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED U) w w m <br /> 7 4" 774 344 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR ANCHOR z W <br /> FLANGE FLANGE GLASS OLD DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR O < Z <br /> HEIGHT O HEIGHT WOOD ANCHOR CALCULATIONS. � ? �_ <br /> B B I'� wN <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE > j �_ 20 <br /> SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z a 4a — <br /> / LU <br /> 72 MAX 76' C 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM C) U <br /> / HEIGHT MAXNIT SEALANT USED AT FIXED MEETING RAIL AND JAMB. o a w w <br /> HEIGHT 8 � z 0 <br /> 6 8.SERIES/MODEL DESIGNATION SH-610. - <br /> U m Q Z <br /> C 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: <br /> 6 puurrrr <br /> X O X=OPERABLE SASH,O=FIXED SASH ,,,����p�pRElq: <br /> X .. <br /> 37• 6 1" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR a SF.,"Py+��� <br /> 4 MAX <br /> S H GLASS DLO LOCATION. No 58201 L�31 r <br /> jHEIGHT D G •k� �, _* <br /> 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM BOTH <br /> 7 ENDS. <br /> �90; STATE OF tit/` <br /> GLASS DLO E A C �CCSS.O R........ <br /> 7 s D Lucas A.Tumer '+.,; A%�,��` <br /> 2016-08-05 <br /> 3 A 15:14-04:00 Z::L <br /> MAX.SASH WIDTH 46 8/5/2016 <br /> GLASS DLO <br /> LUCAS A.TURNER,P.E. <br /> 4 165' FL PE#58201 <br /> UNIT A MAX SASH WIDTH 1239 JABARA AVE. <br /> NORTH PORT,FL 3428E <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> UNIT B <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE IMPACT DRAWN Br DATE: <br /> GENERAL NOTES&ELEVATIONS.....1 SIZE REINFORCEMENT RATING RATING SJB 06/27/16 <br /> GLAZING DETAILS..............................2 <br /> SECTION VIEWS..................................3 53-1/8"x 76" 2115 +/-35 PSF NONE D CWS-1099 REV-, C <br /> EXTRUSIONS&B.O.M.........................4 37"x 72" 2009/2115 +/-35 PSF NONE <br /> ANCHOR SCHEDULE&NOTES..........5 SCALE: SHEET <br /> INSTALLATION DETAILS..................6-7 1:15 1 OF 7 <br />