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PRIME DOOR - NON-IMPACT GENERAL NOTES: <br /> (SHOWN w/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE D <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 JK' 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: OOO 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/D9. Q Z ¢z 03 <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z w w p ¢W O W <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z Ir=Z�- <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O ¢O 3>.O of 3:m <br /> ANCHOR CALCULATIONS. Z Z=2¢�w o o <br /> O OI-OVQ=�_m <br /> 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE U U U)�Z D.~U)D. <br /> 0 Z- zFOrn <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z O C7 v -]O- <br /> Q Z zOLLU <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT > Q�p w O=O z <br /> 4USED AT ALL FRAME JOINTS. ¢ 2¢ ~v F Zvi <br /> 371/2- 1 LL ZLowcoowww <br /> B 22" Ft B 6 HINGE(1YP.) w F 1=-i iL �a Ul <br /> OVERALL <br /> HEIGHT ``%%p01u1+n1 j <br /> �1DR7=W T <br /> 60" I Lucas Ao'.*\'�CENg--..-k- <br /> UNIT 51/z" Turner v�y,� No 58201 ••��' <br /> HEIGHT 2017-09-15 <br /> 1 15:13+20:00 9P% STATE OF 14U <br /> o,�. .w <br /> DOOR <br /> CORE <br /> I <br /> z� <br /> 9/15/2017 <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 /> 6 A�--J SHEET DESCRIPTION: <br /> 6 <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS........1 ADE 09/08lOB <br /> CONFIGURATIONS.................................2 <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: <br /> ANCHOR SCHEDOULE NS&NOTES.............5 37-1/4"x 81 40 PSF NONE CWS-176 F <br /> INSTALLATION DETAILS........................6 <br /> SCALE: SHEET <br /> 1:15 1 OF 6 <br />