Laserfiche WebLink
PRIME DOOR - NON-IMPACT GENERAL NOTES: <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ((� • <br /> (SHOWN W/ALUM.SINGLE HUNG) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS <br /> EDITION. 19DD 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 /> 3_5" INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> DOOR CORE ASTM E-1300-04eD1/09. a z � ¢z <br /> A 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED z W H O Q w W <br /> _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z w—z� <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o ;Q W�Z O of�m <br /> ANCHOR CALCULATIONS. z z=2 a�w o 0 <br /> O O�OVa=Ffa <br /> 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z z C7 O—z I--U en <br /> -- ¢ —Zowzt- —LL20OLLv <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT } ¢_Zz O w—=O <br /> USED AT ALL FRAME JOINTS. of 2¢ ~U r z of <br /> 371/2" I w OLLnmofMcoowvow <br /> B B 22" D� ?=a it0�Co <br /> B HINGE(TYPJ p F I-a LU R a 10 <br /> OVERALL <br /> HEIGHT BD" I LUCKS �,PS,PNcEN�' <br /> •` <br /> UNIT :O:' SF•:y' <br /> HEIGHT 51/2" Turner <br /> 2017-09-15 <br /> 15:13+20:00 <br /> I .4..... <br /> DOOR •��'SS•� <br /> CORE <br /> I <br /> z:7- <br /> 9/15/2017 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#5131201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> A /� PH.941-380-1574 <br /> 6 A SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS <br /> CONFIGURATIONS.................................2 ADE 09/08/08 <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: <br /> ANCHOR -SCHEDULE&NOTES 37-1/4"x 81�� +/-40 PSF NONE CWS-176 F <br /> INSTALLATION DETAILS........................6 <br /> scALE: SHEET <br /> 1:15 1 OF IS <br />