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PRIME DOOR - NON-IMPACT GENERAL NOTES: �(S1YN1lYl!!/Dl�fl, ' <br /> (SHOWN W/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW 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 /> 37 114" 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: <br /> 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. Q Z ¢z <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z o <br /> w�O ¢w a w <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w Z O Z ff r_ F_ <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 9 F w§>z-O a _ <br /> ANCHOR CALCULATIONS. O O x O¢¢w O O <br /> 7 518"" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE O O O F- D'F r j Q. <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ¢ 0 Z U ai-�U— <br /> F — OLLO <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT < 0 w 0 F O Z <br /> USED AT ALL FRAME JOINTS. FQ K } O <br /> 37 1/2 I B Lco <br /> L a2 0�of r <br /> B B HINGE(TYP.) O w H-K w= <br /> a OL Of <br /> OVERALL <br /> HEIGHT I ,o01 WOREotillffi W�th,�� <br /> f <br /> 5 I LuCBS ,��4P..��GEIVSFy+y���. <br /> UNIT Turner 4�- No 5B201 <br /> HEIGHT2- 2017-09-15 <br /> 15:13+20:00 STATE OF .'� <br /> I �0.. <br /> 79" y,FSS.1 <br /> DOOR <br /> CORE <br /> I <br /> x� <br /> 9/15/2017 <br /> LL LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> 46 <br /> PH.941-380-1574 <br /> A A+—J SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS ADE 09/08/08 <br /> CONFIGURATIONS.................................2 <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE R—AT—l—N—G7 IMPACT RATING DWG#: <br /> ANCHOR SCHEDULE&NOTES.............5 37-1/4"x 81�� +/—40 PSF NONE 6 F <br /> INSTALLATION DETAILS........................6 SCALE: <br /> LE: SHEET <br /> 1:15 1 OF 6 <br />