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PRIME DOOR - NON-IMPACT GENERALNOTES• ����.� <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. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC <br /> 37 1/4" 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: 'IOOO ALUM. <br /> 36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAM QOOR <br /> UNIT WIDTN P SSTIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT <br /> 35" INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> DOOR CORE ASTM E-1300-04e01l09. Q Z � a Z 3 <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED � ❑w O ¢W o w <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z p z �k?� <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD � ¢� >-O��m <br /> LL �w�zH� <br /> ANCHOR CALCULATIONS. Z Z=�¢�W o 0 <br /> O OF-O ¢ <br /> 7 5/B„ 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE v U��j z°���a <br /> __ HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Q O Z V vj Z�U� <br /> � F--��pOu.V <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT > ¢3 p w t�O? <br /> 37'1�2" � USED AT ALL FRAME JOINTS. a ����j U Z uj <br /> B ' B � � z�W�oW�w <br /> � B HINGE(TYP.) o W�� W o�� <br /> OVERALL s I a � °- �'�a <br /> HEIGHT � <br /> � �.+`��p1oRE�'����� <br /> � �. P rG.,� <br /> UN-�T . `Gp.S.��GENs�•.,'Qy4 <br /> Lucas <br /> HEIGHT � Turner s�� Ne se2o� �';�c <br /> 2017-09-15 =*' * =*= <br /> 1513+20'00 "ro� ' ' <br /> � ^9; STATE OF .�W� <br /> Z@" i .�'4,��s,c't�p:Q P�O�a�" <br /> DOOR ���•y`�+ONp�E�:��`' <br /> CORE <br /> I <br /> z� <br /> 9/15/2017 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 7238 JABARA AVE. <br /> NORTH PORT,FL 34286 <br /> A A PH.941-380.1574 <br /> 6 SHEET DESCRIPTIDN: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS , ELEVATIONS <br /> GENERAL NOTES&ELEVATIONS.. ..1 DRAWN BV' DATE: <br /> CONFIGURATIONS... ..............2 ADE 09/OB/OS <br /> SECTION VIEWS... ........ ....... ... .3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING _ oW�«: RE�.� <br /> BOM 8 EXTRUSIONS..... .................. ..4 <br /> ANCHOR SCHEDULE 8 NOTES............5 37-1/4��X 8��� +/-40 PSF NONE CWS-176 F <br /> INSTALLATION DETAILS.................. .6 scA�E: SHEET <br /> ��15 1 OF6 <br />