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PRIME DOOR - NON-IMPACT DENERALfVOTE9: /j5j_� <br /> (SHOWN w/ALUM.SINaLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DE310NED AND MANUFACTURED �NDOW S;/SPEMS <br /> TO COMPLY WITH THE RORI6A BUILOINO CODE(FBC),CURRENT <br /> EDf110N. 18U0 SW 447H AVE. <br /> OCAN,RORIDA 34474 <br /> 2.GtAZINO OPTIONS:(SEE SHEE7 2J W W W.CWS.CC � <br /> �71/4• 3.CONFICiURAT10NS:OUTSWMG,LEFT OR RIGHT HINQED. <br /> OVERALL WIDTH 4.dE810N PRESSURE RAT1N�: i��ALUM. <br /> � �NC-0ATIVE DESION LOADS 6ASED ON,7ESTED PRESSURE AND GUARDIAN DOOR <br /> UNIT W IDTH GLASS TABLES ASTM E-13QQ-04. (�ON'IMPACT <br /> -P031TIVE DESION l.OAOS BASED ON,TESTED pRESSURE,WATER <br /> � INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> DOOR CARE ASTM E•130o-D4. N � e, <br /> � Q <br /> A 5.ANCHORAGE:THE 33 1/3%S7RESS INCREASE HAS NOT BEEN USED � � Q <br /> IN THE DESION Of THIS PRODUCT.SEE SHEET 8 FOR ANCHOR � � � p <br /> OETAILS.WIN�OAD DURATION FACTOR Cd=1.E WAS USED FOR WOOD <br /> ANCHOi�CALCULA710N3. Y <br /> � w a Y <br /> w r ¢ m <br /> -_� Z6L@: &NOT APPROVED FOR IMPACT RESISTANCE IMPACT PROTECTIVE <br /> HlNGE(fYP.) SY&TEM IS REOUIRE�IN WINO BORNE OEBRI3 RE010N. � c� � Z <br /> u°�, m � <br /> � 7.ALL FRAME3 3CREWED TO�EfHER. SMALL JOINT SFJ1M SEALIWT `* � � � <br /> � USEDATALLFRAME.IOINTS. N g � <br /> 37 7 2" � „�j R ,z,.� z <br /> B B � o a �i O � <br /> a <br /> g HINGE(TYP.) � � e � <br /> $]_' g � o o � <br /> OVERALL > > ¢ a <br /> HEIGHT <br /> i <br /> � W � U � d Z <br /> $� <br /> UNIT ,,p�f�nn�ryV� <br /> HEIGHT � ,����a P�Q..��..Nw TG�y� <br /> ��•«-'•�,� S�c••,y�� <br /> � �;v f f�da 502Oi 's�A: <br /> � Lucas A :*� � :*= <br /> Ze_ Tumer :b' 'a: <br /> DOOR � 90ti 97ATE OR j;��r <br /> 2015-042T <br /> CORE 20:51-04:00 '�i„`'�sti4 O R;p�'p���`� <br /> � • ����8�nnain�`�� <br /> 4/27l20 <br /> ' LUCAS A,TURNER,P_E. <br /> FL PE A 58201 <br /> 1239 JABARA AVE. <br /> NORTH POflT,FL 3428B <br /> A � PH.941-380-1574 <br /> 6 q s eEr oescair�r . <br /> GENERAL NOTES AND <br /> TABLE oF CONTENTS ELEVATIONS <br /> 0Y: TE <br /> CiENERAL NOTES 6 0.EVAT10NS......_t ADE 09/98l08 <br /> SECT{ONVAEWS.S..._......._�....�_.._.,..,..3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING - <br /> v_ <br /> ANCHOR SCHEDULE&NOTES....._�......b 37-1/4"x 81" +/-40 PSF NONE cws-y�s E <br /> W&TAL1ATtON DETAILS_.................._..e s - SHEET <br /> 1:15 1 OF 8 <br />