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'n <br /> SINGLE HUNG ORIEL ELEVATION PVC NON-IMPACT REQUIREMENT. <br /> (NON-IMPACTI 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE <br /> FLORIDA BUILDING CODE,CURRENT EDITION <br /> 2.GLAZING OPTIONS:(SEE SHEET 3) <br /> 531/4' 3.CONFIGURATIONS:"OIX" <br /> MAX OVERALL <br /> FuwGE WIOTH 4.DESIGN PRESSURE RATING:(SEE TABLESSHEETS 4,5) <br /> 5z•Mnx uNlr wioni -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST <br /> PRESSURE AND GLASS TABLES ASTM E-1300. <br /> 47 13/16'GLASS OLO <br /> 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS <br /> -- -- PRODUCT SEE SHEET 8-10 FOR ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS <br /> H USED FOR WOOD ANCHOR CALCULATIONS. <br /> 10 � � <br /> F i � 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN <br /> g ' WIND BORNE DEBRIS REGION. <br /> B I 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED <br /> 971/4' 8 <br /> M� MEETING RAIL AND JAMB. <br /> OVERALL <br /> FLANGE � � 8.SERIES/MODEL DESIGNATION SH$100. <br /> HEIGHT � O � <br /> 61 1/16' <br /> GIASS TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT <br /> 96� DLO OR ENGINEER OF RECORD. <br /> MAX. <br /> UNIT <br /> HT. � i 10.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING:X=OPERABLE SASH,O=FIXED <br /> � � SASH <br /> 11 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A <br /> SIMILAR LOCATION. <br /> 12.UNITS AS SHOWN UP TO 52'x 96"ARE RATED+60/-65 PSF(�0 FIN).FOR HIGHER DESIGN <br /> � PRESSURES BASED ON COMPARATIVE ANALYSIS.REFER TO SHEETS 4,5. <br /> I � <br /> 30 3/16' I � <br /> MAK <br /> SASH C 267/8' <br /> HEIGHT 8 GLASS <br /> I I DLO <br /> I I <br /> 4'O.C.WEEP,TYP. A D G E <br /> 8 8 10 g <br /> 45 3/16' <br /> GLASS DLO <br /> 481/2' <br /> MAX.SASH WIDTH B UPDATED,RECERTIFICATION 10/27J2012 <br /> LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 10/23/11 TEF <br /> DESIG 60�60 F5N/pL�TING ,������PNpREW rTG���� �,`%,���!?Z <br /> TABLE OF CONTENTS ,��JGP�•��G E N g�.,�Qy���- � ��po��p�� <br /> �rr: No 58201 ;'P: 1900 SW 44TH AVE. <br /> GENER4L NOTES 8 ELEVATIONS. 1 Lucas Turner �*; * ;*� OCALA,FLORIDA 34474 <br /> ANCHOR SCHEDULE 8 NOTES. .2 ' • � I7LE: <br /> GLAZING DETAIL. ... ... ...... ..3 2012-10-26 14:56-04:00 �z :'s= ;R� GENERAL NOTES 8 ELEVATIONS-NON-IMPACT <br /> DP CHARTS......... . .. ... 45 �9��� STATE OF ���t/, ERIES: RAWN BY• A7E: <br /> SECTION VIEWS 8 ALT FRAME.... .6 PROPWETARVAND COtFIOENTNL 10/26/2012 '��'��,'Q�Q R td Q;•����` ooe�: 8100 cA�E. ADE Wc.No 6/21/2012 <br /> I$TALSLATIONDETAIL. .8-0 Ww77 NP RMISSONOFCUSTOMIM�NDO SYSTEMS,�INC.SIS ROHLE�I�THOUTTHE ���issipNp;E?��� PVCSINGLEHUNG EV LETTERNTS HEET� CWS-IJ3 <br /> B 1 OF 10 <br />