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SINGLE HUNG - NON-IMPACT GENERALNOTES: <br /> 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ��""���•� <br />' (SHOW N w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �iMDObN 5Y5YEP95� <br />, EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br />' FLANGE WI�TH 2.GLAZING OPTIONS:(SEE SHEET 2) WW W.CWS.CC <br /> 531le" 3.CONFIGURATIONS:"0/X" <br />, MAX UNIT WIDTH 610 PVC <br /> 4.DESIGN PRESSURE RATING: <br /> 49 V�6� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSLIRE AND SINGLE HUfVG <br /> i GLASS DLO GLASS TABLES ASTM E-1300-04. �Q]V=�MPACT <br /> A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> ASTM E-1300-04. � <br /> j � i 5.ANCHORAGE:THE 33 7!3%STRESS INCREASE HAS NOT BEEN USED fD F <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR ANCHOR � ¢ <br /> — -- -- — DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR � � <br /> I WOOD ANCHOR CALCULATIONS. � } <br /> � I 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE w m � <br /> B I O i I B 3a 5/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z <br /> ����4� GLASS OLO � O <br /> FLANGE I 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM m � <br /> HEIGHT I I SEALANT USED AT FIXED MEETING RAIL AND JAMB. °�° Z W <br /> I I 8.SERIES/MODEL DESIGNATION SH•610. � � � <br /> I C I � I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: � c�j <br /> X=OPERABLE SASH,O=FIXED SASH 3 W <br /> 76' z � <br /> �X � B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> UNIT � � � r I I 6 LOCATION. ¢ O <br /> HEIGHT I f <br /> I C ty�}Illl�lrl <br /> � � i � p �1 NDS.NAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM BOTH ``,����P�10£ry�,v���,r,, <br /> � � 6 ',,:V P:�� SF':'�,�: <br /> 37 1/a„ I � � �J�: .t�. <br /> F 34 5/16^ ti v� No 5$201 �t 1`�Q <br /> SASH I I � I � GLASS DLO _*� ��e <br /> HEIGHT I I ^,�S * ' <br /> I I Lucas A.Turner <br /> I /� i i � 2016-01-11 :�p�,,srnTe oF :��' <br /> � `� �' 15:48-05:00 �''.t� ��a R 1�P'��`��'� <br /> � � D � I .,s'• ... • c��, <br /> I i � I ����SlD�A`�t���� <br /> i s D� C i 1/�/2015 <br /> � LUCAS A.TURNER,P.E. <br /> A FL PE#58201 <br /> 1239 JABARA AVE. <br /> ar� NORTH PORT,FL 34288 <br /> �wss o�o PH.941-380-7574 <br /> SHEET DESCRIPTION: <br /> as i5�is�� GENERAL NOTES AND <br /> MAX.SASH WIDTH ELEVATIONS <br /> TABLE OF CONTENTS <br /> ORAWN BV: DATE: <br /> GENERALNOTES&ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE IMPAGT EMK 06/19/15 <br /> GLAZING DETAILS... .................. ..2 <br /> DWG q: REV.: <br /> SECTIONVIEWS........ ................ ...3 SIZE RATING RATING cws-yoss ,a <br /> EXTRUSIONS&B.O.M...... ... ............4 . <br /> ANCHORSCHEDULE&NOTES..........5 53-1/8��X 76�� +/-35 PSF NONE SCALE: <br /> , INSTALLATION DETAILS.................6-7 SHEET <br /> 1:15 1 OF7 <br />