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SINGLE HUNG ELEVATION (NON-IMPACTI GENERALNOTES: <br /> 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND ��• <br /> WINDOW SYSTEPNS <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE �900 SW 44TH AVE. <br /> (FBC),CURRENT EDITION. OCALA,FLORIDA 34474 <br /> ' WWW.CWS.CC <br /> 571/4^MAx.OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2) <br /> 571/4°MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X" <br /> FLANGE WIDTH 56"MAX.UNIT WIDTH 3500 ALUM. <br /> 56^MAX.UNIT WIDTH 53 1/e"GtASS DLO 4.DESIGN PRESSURE RATING(SEE SHEETS 3-5): SINGLE HUNG <br /> 53 1/8"GLASS DLo A D -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND NON-IMPACT <br /> GLASS TABLES ASTM E-1300-04 <br /> � ip �� -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES �n co a .- <br /> 92�4 gZ��� ASTM E-1300-04 i� � ,n a F <br /> MAX. <br /> OVERALL OVERALL E 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN o 0 0 � o <br /> FLANGE FLANGE it USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 10-12 FOR <br /> HEIGHT <br /> HEIGHT g INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1 w m <br /> 585�16• O 10 WAS USED FOR WOOD ANCHOR CALCULATIONS. <br /> 42 3/4" N �n � <br /> M� pLpss y�• GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE m � ¢ � O <br /> UNIT UNT DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. LL a = m v� <br /> �n c V o <br /> HEIGHT HEIGHT 7 ALL FRAMES SCREWED TOGETHER.SMALLJOINT SEAM SEALANT � y o � p � <br /> USED AT ALL FRAME JOINTS. O = o o F <br /> a_ <br /> 8.SERIES/MODEL DESIGNATION SH-3500. Q � � Q U <br /> � <br /> 9.THE_DESIGNATION X AND O STAND FOR THE FOLLOWING: a � o a o <br /> MA�x� x as is^ X=OPERABLE SASH,O=FIXED SASH. ❑ � m ¢ O <br /> 2a va�� <br /> HEIGHT GLASS SASH Gu1ss 10.ORIEL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF ���� urr� z <br /> DLO H E I G H T DLO F O R D E S I G N P R E S S U R E S O F V A R I O U S S I Z E S B A S E D O N p����P N�R��'�'T���i <br /> QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER `•`Q9;•�G E�ys•.G.Q'� <br /> ---- TOSHEETSS&9. �JV;'� F •.��L <br /> -------- _ _ ��. rvo 58201 :1�� <br /> C F � 11 EQUAL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF �*: ;*_ <br /> i 1t i 'GLASS DLO 70 �t FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON �.a: # :�= <br /> QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER '9'; STATE OF :�u: <br /> 1 1�i/1E GI.ASS DLO TO SHEETS 3,4&8. 'O: �u� <br /> ORIEL EQUAL SPLIT 12.SECTION CALLOUTS FROM ELEVATIONS APPLYTO ALL +'��+�`SS��R 1 EC�a��`, <br /> SEE NOTE 10 SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. ��h���A11����� <br /> �� <br /> Lucas A.Turner 2/23/2015 <br /> 2015-02-23 LUCAS A.TURNER,P.E. <br /> 16.14-05:00 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 /> TABLE OF CONTENTS ELEVATIONS <br /> GENERAL NOTES&ELEVATIONS. 1 DRAWN BN DATE: <br /> GLAZING DETAILS. 2 ADE 03/16/09 <br /> DP CHARTS. .3-5 <br /> ' I N VIEWS&ALT FRAME. .6 <br /> OWGtt: REV.• <br /> EXTRUSIONS&B.O.M. 7 CWS-466 D <br /> ANCHOR SCHEDU�E&NOTES. .8-9 SCAIE: <br /> INSTALLATION DETAIL. 10-11 SHEET <br /> 1:25 1 OF 11 <br /> I �, <br />