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� <br /> •"i <br /> � <br /> PRIME DOOR - NON-IMPACT GENERALNOTES: jq���,� <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUFiED /V <br /> (SHOWN w/ALUM.SINGLE HUNG) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W�NDOW SYSTEMS <br /> EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLOFtIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2} " WWW.CWS.CC <br /> 37 1�4" 3.CONFIGURATIONS:OUTSW ING,LEFT OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1 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. ,� ^ o <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N � � ¢ <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o a o 0 <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD <br /> ANCHOR CALCULATIONS. g w o � <br /> w r ¢ m <br /> 7 5�8. 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � <br /> HINGE(TYP.) SYSTEM IS RE�UIRED IN WIND BORNE DEBRIS REGION. m m o p <br /> 7 ALL FRAMES SCREWEO TOGETHER. SMALL JOINT SEAM SEALANT � � O � <br /> USED AT ALL FRAME JOINTS. N o�, � Z W <br /> 37 1�2• j w w o � � <br /> B B � o o � a <br /> B HINGE(TYP.) �.�.. �w. o v <br /> $L � o 0 o w <br /> OVERALL ' > > Q o <br /> HEIGHT ' •• <br /> i <br /> W o U m Q O <br /> i z <br /> � <br /> UNIT 5��2' ����`��pREby�T���'. <br /> HEIGHT ���5 <br /> `��p.,.��G E N S�G�pti.. <br /> � ?�:' No 58201 .�:��: <br /> i Lucas A. =*c * :*_ <br /> ��" Tumer �-6: ��r: <br /> DOOR 2015-04-27 '�� STATE OF :�� <br /> CORE 20:51-04:00 ��LO�F'�,<O p�0 P�\��+ <br /> i ,����SS��NA�E�►��, <br /> zz <br /> 4127/2015 <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........t <br /> ADE 09/08/08 <br /> SE�C IIONVEWS.S.............................3 MAX. UNITSIZE DESIGN PRESSURE RATING IMPACTRATING DWGp: REV <br /> BOM&EXTRUSIONS....................... ...4 �i �� CWS-176 E <br /> ANCHOR SCHEDULE&NOTES.............5 37-1/4 X 81 +/-40 PSF NONE SCALE: <br /> SHEET <br /> INSTALLATION DETAILS........................6 1:15 1 OF 6 <br />