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GENERAL NOTES: ////����y{(yy��`'�(�'�//7�{�/��.Q <br /> HORIZONTAL SLIDER - LARGE MISSILE IMP 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WI�I(U(Jll(i11111/� <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT LL:I�_�'�!/WJ <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.CC <br /> 75 114•MAX.OVERALL FLANGE WID1 H ---- ----- 2.GLAZING OPTIONS:(SEE SHEET 2) <br /> 8200 PVC <br /> 74'MAX UNIT WIDTH <br /> 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER <br /> ---- � -1 <br /> 33^GLASS DLO I 4.DESIGN PRESSURE RATING: IMPACT <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> A I GLASS TABLES ASTM E-1300.04e01109. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES w ¢ 0 w ASTM E-1300-04o01109. Z w_i❑ <br /> -- w zOz ce lu <br /> I I i 5.ANCHORAGE:THE 33 1/3 k STRESS INCREASE HAS NOT BEEN USED � Ma-w Z 00 w _ <br /> 64 114^ I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z x m 4 <br /> MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O F-OO U =O�W <br /> FLANGE B B ANCHOR CALCULATIONS. 0 Z—to z z H j <br /> HEIGHT I Z 0 V' U ed m o- <br /> 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT F?IL 00 LL Z <br /> REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT } ¢�¢O 1=I=-z_ <br /> i UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Q } p <br /> 63" I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W o 0 y W U)p J V1 <br /> MAX. FLYING DEBRIS, z— <br /> a a D Ogrn <br /> HEIGHT O X i 59 9116' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w _ w w rn <br /> MAX. USED AT FIXED MEETING RAIL AND HEADISILL. (L <br /> SASH <br /> HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. .pj.�OREW�rG�% <br /> 58 13116" I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: y JG. •. <br /> GLASS I - 1 X=OPERABLE SASH,0=FIXED SASH v t No 58201 -:'A <br /> DLO <br /> C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR + <br /> 5 i LOCATION. 9 STATE OF t•Wz <br /> (T) 11.EXTERNAL WEEP SLOT=114"x l"LOCATED 4"FRONI BOTH ENDS. 'i�'��:ti�< <br /> C <br /> C 5 A LucasTurne <br /> 33•GU1S5 DI.O--- Z�- <br /> ---- 36 5116"MAX.SASH W rIDTH -. <br /> 2017-09-22 9/22/2017 <br /> 13:58,04:00 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 DESCRIPTION: <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS DRAWN BY: DATE: <br /> GENERAL VIEWS <br /> &GLAZING DETAILS <br /> MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING t: 10l10/13 <br /> SECTION VIEWS 8 GLAZING DETAILS....2 Dwc a: REV.: <br /> EXTRUSIONS B.O.M.......:.. ................4 74"x 63" +/-60 PS LARGE MISSILE IMPACTCWS 1 c <br /> ANCHOR SCHEDULE&NOTES E&................5 SCALE: <br /> ALE: SHEET <br /> INSTALLATION DETAILS........................... 1:15 1 OF 5 <br />