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GENERAL NOTES: <br /> HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wIN�oWSrSTEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC <br /> 751l4"FLANGE WIDTH <br /> 3.CONFIGURATIONS:'XX". <br /> 74"MAX.UNIT WIDTH _ 620 PVC <br /> 4.DESIGN <br /> NEGAT-NEGATIVE DESIGN LOADS BASED ON,TEATING(SEE SHEET STED PRESSURE AND HORIZ.SLIDER <br /> MAX.SASH WIDTH <br /> 1 11 <br /> GLASS TABLES ASTM E-1300.04. ITN-IMPACT <br /> 321/16' -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> ASTM E-1300-04. <br /> ud <br /> 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED <br /> 731/4' IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p <br /> FLANGE B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR <br /> HEIGHT 6 WOOD ANCHOR CALCULATIONS. } <br /> O m <br /> 6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z <br /> UNIT C C' p SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O <br /> HEIGHT 6 y <br /> X X 7.ALL FRAMES AND VENTS FULLY WELDED. > <br /> z <br /> MAX.6 8.SERIES/MODEL DESIGNATION HS-620. � � <br /> SASH o <br /> HEIGHT 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: it <br /> ILASS" <br /> X-OPERABLE SASH <br /> W <br /> 751/4'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR p <br /> 74"MAX.UNIT WIDTH LOCATION.L I I = I I I I Z <br /> 6 [F36' 11.EXTERNAL WEEP SLOT=5/16"x 2-118"LOCATED 4-1/2"FROM tiir,ani}ttt <br /> SAS <br /> GLASS 321116"HDLO WIDTH A BOTH ENDS. _ ,,,'GPy�yNOE rysF G��,'' <br /> v: No 58201 '�?f <br /> 641W --� Lucas A.Turner <br /> FLANGE 2015-04-27 ^�� STATE OF <br /> HEIGHT <br /> 63" 21:05-04:00 cc'=:...... <br /> a o P.•�=.'' <br /> HEIGHT B B '•,��S� <br /> MAX <br /> X X <br /> MAX <br /> SASH I 4/27/2015 <br /> HEIGHT <br /> SS 11i6• LUCAS A.TURNER,P.E. <br /> GLASS FL PE#5B201 <br /> DLO I 1239 JABARA AVE. <br /> I� "3pp NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> A SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15 <br /> DP CHARTS&GLAZING DETAIL........2 SIZE REINF. DWG N: REV.: <br /> SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059 <br /> EXTRUSIONS&B.O.M.........................4 NONE <br /> ANCHOR SCHEDULE&NOTES..........5 74"x 72" YES CHARTS SHEET 2 SDA�1:25 SHEET 6 <br /> INSTALLATION DETAIL......................6 , <br />