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GENERAL NOTES: <br /> SLIDING GLASS DOOR-LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE <br /> CODE(FBCL CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474 <br /> HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWW.CwS.CC <br /> WIND ZONE 4 MISSILE.LEVEL D IMPACT USE AS DEFINED IN <br /> ASTM E 1996 PER THE FBC. <br /> 8800 PVC <br /> 233J"4 PANEL WIDTH' 2.GLAZING OPTIONS:(SEE SHEET 3) SLIDING GLASS <br /> 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT <br /> LIMITED TO: <br /> A POCKET :xo-.-ox.,-xv,-OXO-'-xxx-.-OXXO-.-XXw' <br /> MAX.PAN EL WIDTH —] PX".PXXXXXXXXFI <br /> 2TRACK,3TRACK.4TRACK <br /> 4.DESIGN PRESSURE RATING: <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSUR <br /> E M In <br /> AND GLASS TABLES ASTM F-131MI*52� .1111 <br /> GLASS DLO i <br /> _POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 z <br /> 95' WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z 0 <br /> MAX. B B ASTM E_1300_04. cc !Q <br /> UNIT Z> <br /> HEIGHT 0 w <br /> B"I 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN o' <br /> 938 I USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS ID-11 aM x FOR ANCHOR DETAILS,WINDLOAD DURATION FACTOR Cd=1.6 If <br /> PANEL <br /> 8d�i ( <br /> WAS USED FOR WOOD ANCHOR CALCULATIONS. <br /> HEIGHT w <br /> PRODUCT APPROVED FOR IMPACT USE.SHUTTERS ARE NOT a <br /> GLASS REQUIRED. 1 177 M-oz <br /> DLO I T.ALL FRAMES ARE PROCESSED AND SCREWED oo...4�...... <br /> TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED Is,TG <br /> GETHER. <br /> Lit N. 18201 <br /> B.SERIES I MODEL DESIGNATION SGD-8800. <br /> 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X-OPERABLE SASH,0 m FIXED SASH,P=POCKETIHOOKSTF <br /> WD A tjp STATE OF <br /> 'Z "'�, <br /> 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ' ..........'**C? <br /> SIMILAR LOCATION. <br /> 11.WEEP SLOTS=:112'x VLOCATED @ BOTH ENDS. <br /> 11121/2016 <br /> Lucas A. <br /> LUCAS A.TURNER,P.E. <br /> FL E#58201 <br /> Turner 1239 JPABARA AVE. <br /> 2016-11-21 NORTH PORT,FL 34289 <br /> 10:37+19:00 PW 941.380-1574 <br /> SHEET DE HIPLION' <br /> TABLE OF CONTENTS GENERAL NOTES'AND <br /> GENERAL NOTES&ELEVATIONS I ELEVATIONS <br /> SECTION VIEWS;i&i�som&GLAZING DESIGN PRESSURE Al <br /> EXTRUSIONS ...................._-5 I MAX.PANEL SIZE RATING IMPACT RATING 05/1611 <br /> TRACK WIDTHS ........................ I I U.Ga HEv: <br /> ANCHOR SCHEDULE&NOTES__J 60-15/16"x 93-3/8" +1-80 PSF I LARGE MISSILE] cWS-1151 I <br /> ANCHOR PATTERNS_ __B-9 <br /> INSTALLATION DETAILS... 10-11 '(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS.OUTSIDE HVHZ,UNLIMITED NUMBER s SHEET <br /> OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11 <br />