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SINGLE HUNG - NON-IMPACT GENERAL NOTES: <br /> (SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA <br /> BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC <br /> 54 3/8" 54 318* 3.CONFIGURATIONS:"O/X*. <br /> FLANGE WIDTH FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 610 PVC <br /> 53 IM" 53 IIB* -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG <br /> MAXUNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1 300-04. <br /> M, <br /> 491/16'DLO 491116. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, NON-IMPACT <br /> TABLES ASTM E-1 300-04� <br /> 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT <br /> GLASS GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS <br /> BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE <br /> SHEET 7 FOR ANCHOR DETAILS.WINDLOAD DURATION <br /> FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR 2 <br /> 771/4" 771/4" CALCULATIONS. �Ljlj ILU4 �W4 <br /> FLANGE FLANGE <br /> HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT o z <br /> 0 PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE co 0 <br /> B I B 42 3116" DEBRIS REGION. v In <br /> 76' I GLASS DLO <br /> MAX 34 <br /> UNIT GLASS <br /> DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT L3 <br /> ul LU <br /> fL <br /> HEIGHT C 76* SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. cc 0 a: <br /> MAX 0 <br /> HEIGHT <br /> LU CC <br /> UNIT 8.SERIES f MODEL DESIGNATION SH-610. < <br /> 0 <br /> 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: C) z 0. <br /> X=OPERABLE SASH,0.FIXED SASH <br /> CD < 0 <br /> I I z <br /> 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A 0"1111111" <br /> 3 7 1 14V" 7 SIMILAR LOCATION. It <br /> MAX x <br /> 30 27 36"LO ...... <br /> SASHHT HEIG MAX1/8, GLASS/1D 11.EXTERNAL WEEP SLOT 1/4 x 1-1/2"LOCATED 5"FROM 'e S <br /> 34 5/16" SASH BOTH ENDS. <br /> D GLASS DLO HEIGHT Z—: No 58201 <br /> Lucas A.Tumer <br /> 2016-02-23 STATE OF <br /> A <br /> 7 D 1 47' 09:29-05:00 <br /> C GLASS DLO <br /> 4915116* <br /> A MAX SASH WIDTH <br /> 47" <br /> GLASS DLO ORIEL 2/23/2016 <br /> 4915116* <br /> MAX SASH WIDTH LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> EQUAL SPLIT 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> MAX. UNIT EXTERNAL GENERAL NOTES AND <br /> TABLE OF CONTENTS CONFIG, SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS <br /> GENERAL NOTES&ELEVATIONS 1 DRAWN BY: DATE: <br /> DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/09/14 <br /> GLAZING DETAILS...............................3 SEE COMPARATIVE UWG—F — <br /> SECTION VIEWS...........:......................4 EQUAL NONE <br /> EXTRUSIONS&B.O.M.........................5 . 53-1/8"x 76" 2011 ANALYSIS CHART, SHEET 2 CWS-935 C <br /> ANCHOR SCHEDULE&NOTES..........6 .5 HI ORIEL, SCALE: <br /> INSTALLATION DETAIL.......................7 SHEET <br /> •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1OF7 <br />