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PRIME DOOR - NON-IMPACT GENERAL NOTES: <br /> (SHOWN W/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �"!J <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: 1000 ALUM. <br /> 36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR <br /> UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT <br /> POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> 35" INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> DOOR CORE ASTM E-1300-04e01/09. ¢ z ¢z <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w w p 0 W 0 w <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z w—z F <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o H w�z O w _ <br /> ANCHOR CALCULATIONS. z z x 2¢Ir w 0 0 <br /> 0 OHOUQxFw <br /> 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 Z ? z F 2j Zj IL <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z 0 C7 ]0— <br /> —zoozOOLLZ <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT } a— <br /> USED AT ALL FRAME JOINTS. ¢ of ir w v F-z ai <br /> 371/2" I w OOXai=Owinw <br /> Z fAW OJtnI- <br /> T__12 x 0 CD <br /> B BB HINGE(TYP.) C w F-0 W w`� <br /> g a D x n <br /> HEIGHT L I %�;P� 1pRE �T <br /> 60" I Lucas 4'.0' .�(GENSFG'5��. <br /> UNIT 51/2„ Turner J: No 58201 ••�?3 <br /> HEIGHT 2017-09-15 " <br /> 15:13+20:00 " ° ' <br /> l" ; STATE OF 0 <br /> :� <br /> DOOR <br /> CORE <br /> I <br /> z� <br /> 9/15/2017 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#5B201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 3428E <br /> PH.941-380-1574 <br /> A A SHEET DESCRIPTION: <br /> 6 <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS........1 <br /> ADE 09/08/OB <br /> CONFIGURATIONS.................................2 <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG 0: REV.: <br /> ANCHOR SCHEDOULE&NOTES.............5 37-1/4"x 81 40 PSF NONE SCALE: <br /> 6 F <br /> INSTALLATION DETAILS........................6 LE�E SHEET <br /> 1:15 1 OF 6 <br />