Laserfiche WebLink
GENERA <br /> SINGLE HUNG - LARGE MISSILE IMPACT 1.THEP PRODUCT <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT <br /> EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. <br /> IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 <br /> IN ASTM E 1996 PER THE FBC. WWW.CWS;pc <br /> 2.GLAZING OPTIONS:(SEE SHEET2) <br /> 53118"MAX.OVERALL FLANGE WIDTH 8100 PVC <br /> 3.CONFIGURATIONS:"O/X". SINGLE HUNG <br /> 51 7/8"MAX.UNIT WIDTH <br /> 4,DESIGN PRESSURE RATING: IMPACT <br /> 47 11/76"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> GLASS TABLES ASTM E-1300.04e01/09. <br /> q POSITIVE DESIGN LOADS BASED ON,TESTED.PRESSURE,WATER Z Q � <br /> ASTM E 1300-0de0l/OINFILTRATION TEST gRESSURE AND GLASS TABLES ¢ W J o ¢w o w <br /> -- -- - w ZO? --� <br /> 63" I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED .@ a W Or w <br /> MAX, - -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR Z x.M< g <br /> OVERALL I FI DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O I-O Lj 4 2�o <br /> FLANGHEIGE <br /> ANCHOR CALCULATIONS. z Z��Z Z H.�cn <br /> ® O N Z=U- <br /> B I B GLASS <br /> 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F--vLL, O O o Z <br /> oLoss NOT REQUIRED. 4g O�P r O <br /> I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O w u)i oo w rn w <br /> 61314 1 I 1 USED AT FIXED MEETING RAIL AND JAMB. D: z y W O_1 M I- <br /> (L IL o 0)MAX. <br /> p W�O 0.x 2�' <br /> HEIGHT UNIT 8.SERIES/MODEL DESIGNATION SH-8100. a F d a to <br /> 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: „rLrr�r�rrryrr� <br /> —7 <br /> 1 I X=OPERABLE SASH,0=FIXED SASH +` 10 PpGEE 3• <br /> 30 3116" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR O• 4, •,Lfiy <br /> MAX, 26 718" LOCATION. v No 58201 :11 <br /> SASH `, I GLASS <br /> HEIGHT Z{ I .k I •f <br /> ///��` g 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. <br /> 6 SLATE OF :•�� <br /> 4 I 1,40/0NA <br /> --�-- - LucasTurne <br /> A q r <br /> 6 <br /> 45 1116" 2017-09-22 <br /> GLASS DLO 13:36-04:00 9/22/2017 <br /> 48 318" <br /> MAX.SASH WIDTH <br /> LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> SHEET pESCRIPTION: <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS DESIGN PRESSURE BAT 06/18112 <br /> GLAZING DETAIL..:..............................2 MAX. UNIT SIZE IMPACT RATING p Ga: <br /> SECTION VIEWS.................................3 RATING <br /> EXTRUSIONS&B.O.M........................4 CWS-812 C <br /> ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET <br /> INSTALLATION DETAILS....................6 <br /> 1:15 1 OF 6 <br />