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HORIZONTAL SLIDER ELEVATION (NON-IMPACT) NON-IMPACTREQUIREMENT: <br /> (SHOWN W/DIFFERENT OPTIONS) 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH <br /> 75 1/4°MAX FLANGE WIDTH THE FLORIDA BUILDING CODE,CURRENT EDITION. <br /> 74„ L7]1L_MAX.FLANGE WIDTH . p.GLAZING OPTIONS:(SEE SHEET4) <br /> �MAX UNIT WIDTH� �0'MAX UNIT WIDTH <br /> 3611/16" 3.CONFIGURATIONS:"OX",'XO',OR"XOX" <br /> SASHWIDTH GLA28SDL0 GLA�S DLO SAS�H�WID H <br /> 4.DESIGN PRESSURE RATINGS: <br /> -NEGATIVE DESIGN LOADS�BASED ON,TESTED PRESSURE AND GLASS TABLES <br /> �3��4� 66 718• ASTM E-1300-04. <br /> M�' GIASS 67��q� -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST <br /> FLANGE DLO MqX, s PRESSURES AND GLASS TABLES ASTM E-'I300-04. <br /> HEIGHT FLANGE <br /> 7Z• HEIGHT 8 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF <br /> UNTO X THIS PRODUCT SEE SHEETS 8 8 9 FOR INSTALLATION DETAILS. <br /> HEIGHT SA�S�H� 1/4 �/Z 1/4 603/4• <br /> HEIGHT 66. X p X p�oss 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS RE�UIRED <br /> Mqx IN WIND BORNE DEBRIS REGION. <br /> G�S UNIT 635/16• <br /> DLO � HEI� � � HEIGH7 AT ALL FRAMME ONN SENTS ARE SCREWED TOGETHER,SMALL JOINT SEAM SEALANT USED <br /> ���8. � 8.SERIES/MODEL DESIGNATION HS-7000. <br /> 62 1�2" <br /> GLASS DLO GLASS DLO e s GLASS DLO 9.PORCH ENCLOSURE TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL <br /> LOADS TO STRUCTURE.FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR <br /> DESIGN PRESSURE RATING DESIGN PRESS <br /> t35 PSF WITH A MINIMUM WAL�THICKNESS OF.045'OR.125"AS SHOWN IN THIS DRAWING <br /> (BACKING PLATE WITH ATTACHMENT BY OTHERS MAY BE REQUIRED TO ACHIEVE 125" <br /> THICKNESS).STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED <br /> 61'W1nx.FUwGE wi071-I 891/e•ntnx.Ft1wGE WIDTH LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. <br /> 59 3!a' 87 7/e•t�nnX.UNIT WID7H 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O= <br /> Mnx.UNiT WIOTH FIXED SASH <br /> 29 9/16• 25 7/8' 26' 29 9H 6• <br /> SASH WIDTH GLASS DLO GLASS DLO SASH WID7H ��,SECTION CALLOUTS FROM OX 8 XOX ELEVATIONS APPLY TO ALL ELEVATIONS IN A <br /> � � SIMILAR LOCATION. <br /> 67 1/4" <br /> MAX. 67 1/4• 60 7/8" 12.WEEP SLOTS=1/4"X 1"LOCATED 6"FROM BOTH ENDS. <br /> HE�IGNHT GLASS FIANGE p OSS <br /> DLO HEIGHT <br /> MAX. � X t/3 1/3 1/3 <br /> UNIT X O X <br /> HEIGHT SL3 5LLfi 66" 63 5l16• <br /> 62 1�2• SASH MAX. SASH <br /> GLASS HEIGHT UNIT HEIGHT <br /> DLO � HEIGHT � � <br /> 27 7�8• � 62 1�2• <br /> GLASS GLASS GLASS <br /> o�o o�o o�o B ADDED DP 35 OXAND.125"WALL INSTALLATION 08/06/14 <br /> DESIGN PRESSURE RATING DESIGN PRESSURE RATING LUCAS A.TURNER FL.P.E.52801 A UPDATED PER 2010 FBC 10/14/11 <br /> +35 PSF +35 PSF <br /> - - ,,,��P�yDREW��G���, � <br /> ���GP..��G�IV,$��.'•.RZ��� WIND�ons <br /> TABLE OF CONTENTS �t� No SBZU1 .��; 1900 SW 44TH AVE. <br /> Lucas A.Tumer � • � OCALA,FLORIDA 34474 <br /> GENERAL NOTES&ELEVATIONS....... ... ... 1 2014-08-08 12:43-04:00 �*S i4 :*� <br /> ANCHOR SCHEDULE 8 NOTES...... ... ....2-3 �� +.o. : � iT�E:GENE EVATIO S-P H ENCLOSURE <br /> ••� 4 :9�: STA7E OF '� �L NOTES$EL N ORC <br /> GLAZING............. ... ... .... ... •Itl: <br /> SECTION VIEW'OIX"I"X/O" ... ... ... .S ��(�; �:tV� ERIES; ruW N BY' qTE: O9I24IZOO9 <br /> SECTIONVIEWS�X/O/X° ....... ... ... .6 THEINFORMATIONCONTAINEDINTHISORAWINGS7HE�SOLEPROPERTYOFOCUSTOM ,,�,I�tY�C�R1�.�0���,, ODEL.700O cA�E. ADE WG.NO: I <br /> EXTRUSIONS881LLOFMATERIALS....... ... .7 WINDOWSVSTEMS,INC.PNYREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i��SjpNALf�ap�� HORIZONTALSLIDE NTS CWS-516 <br /> INSTALLATIONDETAIL.............. ... ... .8-9 WRITfENPERMIS510NOFCUSTOMWINDOW5Y5TEM5,INC.ISPROHIBfTED. ►�����������\� EVLETTER: B HEET; �OFJ <br />