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DOUBLE HUNG - NON-IMPACT GENERAL NOTES: <br /> (SHOWN w/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND V(5(YA�1Ul!// •�]'H( <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING WINDOW SYSTEMS <br /> 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"FLANGE WIDTH 3.CONFIGURATIONS:"XOV. - <br /> 53 118"MAX UNIT WIDTH 53 13/16'FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 650 PVC <br /> 48 15/16'MAX UPPER SASH WIDTH 53 1/8"MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND DOUBLE,HUNG GLASS TABLES ASTM E-1300-04e01/09. <br /> 46"GLASS DLO 4815/16"MAX UPPER SASH WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, NON-IMPACT <br /> CA WATER INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> 46"GLASS DLO ASTM E-1300-04e01/09. <br /> Z ¢Z� <br /> 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN o w O w w o 0 <br /> USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR w Z O Z of I=Z IL <br /> ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS . O Q V)§}O W 3 m <br /> _ USED FOR WOOD ANCHOR CALCULATIONS. LL F-w Z F-3 M_ <br /> O O�Oa¢w0a' <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE O O(n I'j Z a a <br /> B D X 1 DB F43 1/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Q 001 <br /> z V <br /> 77114" 35 15/16" MAX �/ 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM > Q 0 w O Oz O z <br /> FLANGE I /� 40 1/2" O <br /> HEIGHT MAX I 33" UPPER GLASS DLO FQ- of F}-}? O to <br /> UPPER I GLASS DLO SASH SEALANT USED AT FIXED MEETING RAIL AND JAMB. <br /> HEIGHT FLANGE SASH HEIGHT 8.SERIES/MODEL DESIGNATION DH-650. EE Z U)LU 0 <br /> HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 0 _~w w= U)i <br /> 78" .-_ B X=OPERABLE SASH D- I- a w aw. <br /> MAX 76' <br /> UNIT I 8 MAX 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> HEIGHT C UNIT LOCATION. <br /> I 8 HEIGHT \\\►111111f!//� <br /> 36 15/1s" i X I D 2913/16" ' ' 11.EXTERNAL WEEP SLOT=1/2 x 2-1/2"LOCATED 5"FROM BOTH <br /> MAX I 8 MAX i X 2 11/4" ENDS. '�t� .�,IG�M✓►� �0�1 <br /> LOWER11 <br /> SASH j ( 33" SASH LOWER GLASS DLO `�* <br /> No.58201 <br /> HEIGHT I GLASS DLO HEIGHT j j yam * W= <br /> L Lucas Turner <br /> A C 46"GLASS DLO 2020.07.27 <br /> 6 A 11:26:57 /ltrlrul++\� <br /> 46"GLASS DLO 49 15/16"MAX LOWER SASH WIDTH -05'00, <br /> 4915/16"MAX LOWER SASH WIDTH ORIEL 7/23/2020 <br /> EQUAL SPLIT __ . <br /> LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 2428 Old Natchez Trc TH <br /> Camden,TN 38320 <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS CONFIG MAX. UNIT MEETING RAIL ELEVATIONS <br /> GENERAL NOTES&ELEVATIONS.....1 . SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: <br /> DP CHARTS..........................................2 ADE 08/04/14 <br /> GLAZING DETAILS...............................3 EQUAL 37"x 76" LIGHT <br /> SECTION VIEWS&ALT FRAME......4-5 SEE COMPARATIVE DWG REV.: <br /> EXTRUSIONS&B.O.M.........................6 EQUAL NONE cwS-936 C <br /> ANCHOR SCHEDULE&NOTES..........7 53-1/8"x76" HEAVY ANALYSIS CHART, SHEET <br /> INSTALLATION DETAILS.....................8 5 HI ORIEL SCALE: SHEET <br /> 1:20 1 OF8 <br />