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� <br /> PRIME DOOR - NON-IMPACT GENERALNOTES: /�q�y��,� <br /> �V Qy <br /> (SHOWN w/ALUM.SINGLE'HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy�NDOW SYSTEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT <br /> EDITION. 7900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) - WW WCWS.CC <br /> 37 1/4" 3.CONFIGURATIpNS:OUTSWING,LEFf'OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: i 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 A$TM,E-1300-04. ,� r � <br /> .- o <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N � � H <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o � o 0 <br /> DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD T <br /> ANCHOR CALCULATIONS. � W o } <br /> w i-- ¢ m <br /> 7 5�9" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � <br /> HINGE(fYP.)' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m m o O <br /> LL LL m <br /> � 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT � � O � <br /> 37 1/2 i USED AT ALL FRAME JOINTS. w w o � Q <br /> B � B 23'_' o o u�7 a <br /> g HINGE(7YP.) ¢ a w V <br /> � 6 - a a o W <br /> OVERALL � � < � <br /> HEIGHT � w o U m a Z <br /> i <br /> NIT 51�2" ���,,'P�1pREWrT���� <br /> HEIGHT s`�.`Gp-�;:��GENS�G•p�'A� <br /> i ��:� No 58201 � <br /> i LucasA. =*� w i*= <br /> � Tumer <br /> DOOR 2015-04-27 ��' STATE OF .,�� <br /> CORE 20:51-04:00 'r�jO��'��OR��P'�����` <br /> � i���,SeONA;�*;``�� <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 /> PH.941-380-1574 <br /> A ^ SNEET DESCRIPTION: <br /> 6 �'� <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS <br /> �RAWNBY: DATE: <br /> GENERAL NOTES 8 ELEVATIONS........1 ADE 09/08/08 <br /> CONFIGURATIONS................................2 OWGN: FEV: <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING <br /> ANCIiORSCHEDULE�&NOTES.............5 37-1/4��X 81�� +/-40 PSF NONE CWS-176 E <br /> sca�e: SHEET <br /> INSTALLATION DETAILS........................6 �:15 <br /> 1 OF 6 <br />