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GENERALNOTES: ///��/7�t�}��y� <br /> SL I D I N G G LASS DOO R - N ON-I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND yy'yppyy gy�7�p9s• <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING �g00 SW 44TH AVE. <br /> CODE(FBC),CURRENT EDITION. pCALA,FLORIDA 34474 <br /> WWW.CWS.CC <br /> 2.GLAZING OPTIONS:(SEE SHEET 4) <br /> 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT 88O PVC <br /> LIMITEDTO: SLIDING G�SS <br /> 233{�'4 PANEL WIDTH• "XO','OX",°XX",'OXO","XXX","OXXO°,"XXXX", <br /> "PX","PXX'."PXXX","PXXXX"."PXXP',"PXXXXP","PXXXXXXP", DOOR- <br /> s s" POCKET i�an�c��cK,4 TRACK NON-IMPACT <br /> MAX.PANEL WIDTH A � � � <br /> ' 4.DESIGN PRESSURE RATING: uj <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE Q <br /> AND GLASS TABLES ASTM E-1300-04. o <br /> � _ __ _ . _. _ __ _ _ __ II _ . _ ___ _ _. � _ _ __ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, <br /> � WATER INFILTRATION TEST PRESSURE AND GLASS TABLES � <br /> 96, GLASS DLO I� i ASTM E-1300-04. m � <br /> MAX. � I � 5.ANCHORAGE:THE 33 1/3%STRE55 INCREASE HAS NOT BEEN O <br /> UNIT B II � C B USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 � <br /> HEIGH7 � i 11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 Z > <br /> 3 II B WAS USED FOR WOOD ANCHOR CALCULATIONS. O � <br /> P�L X X u X X F 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT � <br /> ' PROTECTIVE SYSTEM REQUIRED IN WIN�BORNE DEBRIS U <br /> � 12 <br /> � � HEiGH7 � � G REGION. Q <br /> LASS � I 12 7 ALL FRAMES ARE PROCESSED AND SCREWED p <br /> DLO � i TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED Z , <br /> � � � � � TOGETHER. �������40REw���4� � <br /> � 6.SERIES/MODEL�ESIGNATION SGD-880. �w�Q.S P�C E tj��L�Q�r i <br /> � i 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: v�� Na 582�1 •'�� I <br /> � X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP �*? * C�Y� I <br /> -'O: ;aL <br /> A r 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A 'p t STAT E OF :k!: <br /> E D A SIMILAR LOCATION. ��T'•,F' p��5�,� <br /> 12 12 11 :�c�S•�p p t�,'�j��.� <br /> 11 WEEP SLOTS=1f2"x 7"LOCATED @ BOTH ENDS. ��i��S���A;(GN`��` <br /> Lucas A.Turner Z� <br /> 2016-07-06 7/6/2016 <br /> 23:05-04:00 LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> TABLE OFCONTENTS <br /> SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> GENERAL NOTES&ELEVATIONS. 1 ELEVATIONS <br /> SECTION VIEWS. ... .3 DESIGN PRESSUR�E �� � DRAWN BY� DATE: <br /> BOM&GLAZING DETAIL. 4 MAX.PANEL SIZE RATING j""'PACT RATING I gLZ 05/06i16 � <br /> EXfRUS10N5. ... .S6 , <br /> TRa.cK wiorHs. ... .......... ...� i 60-15/16"x 93-3/8" i +/-g0 PSF � NONE I DWGY.: REV <br /> ANCHOR SCHEDULE&NOTES.... .8 --- - -- —'— CWS-1148 - <br /> ANCHOR PATTERNS. .9-10 sCatE: <br /> INSTALLATION DETAILS. ...11-12 '(4)PANELS SHOWN;UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SI2E AS SHOWN. 130 SOF 12 <br />