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� <br /> PRIME DOOR - NON-IMPACT GENER.4LNOTES: /Jq���,� <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED /V <br /> (SHOWN w/ALUM.SINGLE HUNG) � TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W�NDOW SYSTEPIS <br /> EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZINGOPTIONS:(SEESHEET2) " WWW.CWS.CC <br /> 37 1/4" 3.CONFIGUR,4TIONS:OUTSWING,LEFf OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: �OOO ALUM. <br /> � , •NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR <br /> UNIT WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> � INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> DOOR CORE ASTM.E-1300-04. ,� r a, <br /> - o <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N � `r H <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o 0 0 0 <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD <br /> ANCHOR CALCULATIONS. � W o } <br /> w t- ¢ m <br /> 7 5/8• 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m m o Z <br /> __ � LL m O <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT P � � � <br /> USED AT ALL FRAME JOINTS. N N Q Z W <br /> 37 1�2" j ' w w o � � <br /> B B 2� o o W a <br /> B HINGE(TYP.) �.'�'.. F o v <br /> BJ_ g . o 0 o W <br /> OVERALL > > ¢ o <br /> HEIGHT � • — -•• <br /> ' w O U m ¢ O <br /> � NIT . �0���1p RE W�T�i i <br /> HEIGHT � .```�5 cE�ni 'L�P�'. <br /> �VP.•�� SF.,y� <br /> � �: No 582D9 ����� <br /> i Lucas A. =*c * i*_ <br /> ��" Turner �-n: �rrz' <br /> DOOR 2015-04-27 �9�: STATE OF .:��� <br /> CORE 20:51-04:00 '.,'��:''�,<o R�O P G�Z'�` <br /> I ����SSi�N A,��+`��� <br /> z� <br /> 4/27/2015 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> � NORTH PORT,FL 34288 <br /> A PH.941-380-1574 <br /> 6 A SHEET DESCRIPTION; <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS........1 il <br /> CONFIGURATIONS...............................2 ADE 09/08/08 <br /> SECTIONVIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING . oW�a: RE�.: <br /> ANCHORSCHEDUNE&NOTES.............5 37-1/4��X ai�� +/-40 PSF NONE CWS-176 E <br /> INSTALLATION DETAILS........................6 scA�E: SHEET <br /> �'15 1 OF6 <br />