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GENERAL NOTES: <br /> SINGLE HUNG ORIEL - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED <br /> QMEMSM <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT <br /> EDITION, 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) VVWW'CWS.CC <br /> 1/4" <br /> MAX53 OVERALL 3.CONFIGURATIONS:'O/X,. <br /> FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): 8100 PVC <br /> 52'MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG <br /> _47 13116"GLASS DLO GLASS TABLES ASTM E-1300-04e01/O9. NON-IMPACT <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> A INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> ASTM E-1300-04EO1/09. z <br /> P awo Oujood <br /> 5.ANCHORAGE:THE 331131 STRESS INCREASE HAS NOT BEEN USED z W�a <tzzw <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR w z0z <br /> I I 3:>.0§ 0 w E <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 9 :z LL ).-wZ�-.3;2 2— <br /> ANCHOR CALCULATIONS. z z m 2<Of Uj 0 0 <br /> 0 0 ri)�- 0- <br /> 971/4• B B 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 z— <br /> SO z Z P�_=)co a.0) <br /> MAX SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O(ZDC=l --So— <br /> OVERALL -)O)ZO 0 <br /> P—LL2C) LLZ <br /> FLANGE 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < ow—:CO— <br /> HEIGHT 0 1 2 f_ �-— <br /> USED AT FIXED MEETING RAIL AND JAMB. RR too——Co <br /> 611/16" 0 H3:9:4 <br /> GLASS w 0 Owow <br /> LL <br /> 8.SERIES/MODEL DESIGNATION SH-8100. w 0 <br /> Ir z <br /> 96" DLO —ya. 0:0 cc <br /> MAX. a. <br /> 0 WP <br /> UNIT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: x w w O ELMM <br /> m w <br /> HEIGHT X=OPERABLE SASH,0=FIXED SASH EL �- EL Ix 3 <br /> j <br /> Il <br /> 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ON%. <br /> ."Stilsh"'f TREVV N, <br /> LOCATION. <br /> ..*,Lo B ly <br /> 11.EXTERNAL WEEP SLOT=1/2"x 2-1/2"LOCATED 4"FROM BOTH ENDS. <br /> z-: No 58201 <br /> 7 <br /> �Fl <br /> 30 3/16' C x GLASS" Lucas Turner <br /> MAX 7 GLIAS ..... <br /> SASH <br /> HEIGHT D DLO 2017-09-16 <br /> .... <br /> 1 7 07:30+20:00 <br /> C <br /> rA� C - A <br /> KZ-77 9/07/2017 <br /> 45 3/16" LUCAS A.TURNER,P.E. <br /> GLASS DLO <br /> FL PE#58201 <br /> 48 lir 1239 JABARA AVE. <br /> MAX SASH WIDTH. NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> -GENERAL NOTES&ELEVATIONS.....1 DRAWN BY. DATE- <br /> GLAZING DETAIL.................................2 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING AAJ 07/08/08 <br /> COMPARATIVE ANALYSIS..................3 DWG REV.: <br /> SECTION VIEWS&ALT.FRAME........4 SEE COMPARATIVE ANALYSIS <br /> EXTRUSIONS&B.O.M........................5 ORIEL 52"x 96" NONE CWS-293 D <br /> ANCHOR SCHEDULE&NOTES 6 CHART, SHEET 3- SCALE; <br /> INSTALLATION DETAILS....................7 SHEET <br /> 1:20 1 OF <br />