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PRIME DOOR - NON-IMPACT GENERAL NOTES' (�/%/� <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �""2bm <br /> (SHOWN w/ALUM.SINGLE HUNG) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS <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. Q z Q z <br /> A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED z M�o ¢CD w o M <br /> _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z o z z F <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O S p Z p D:3 m <br /> ANCHOR CALCULATIONS. z z=2 C of W 0=p <br /> O OI'_06<=FOf <br /> 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE U p Co~z D-I-0 G. <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z p C0 O-Z F-U W <br /> Q F-U. OwZ <br /> 200 <br /> 7.ALL FRAMES SCREWED <br /> USED AT ALL FRAME JOINOSETHER. SMALL JOINT SEAM SEALANT Q p F- O U Ui <br /> 371/2" w o0 �pwcow <br /> o_j�nr <br /> B B 22" ii ?=a 0:0-un <br /> 6 HINGE(1YP.) o I-d W�w In <br /> OVERALL <br /> HEIGHT <br /> 80" LUCAS •••,pS,PNcErus'rGP�'4 <br /> UNIT G%v F•.y <br /> HEIGHT Turner <br /> 2017-09-15 <br /> 15:13+20:00o ,FrarE of ; <br /> DOOR .,l"NAiM p•`• <br /> llis <br /> CORE <br /> 140 <br /> zz- <br /> 9/15/2017 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#58201 <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 ADE 09/OB/OS <br /> CONFIGURATIONS.................................2 <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: <br /> BOM&EXTRUSIONS..............................4 �� CWS-176 F <br /> ANCHOR SCHEDULE&NOTES.............5 37-1/4" X 81 +/-40 PSF NONE <br /> INSTALLATION DETAILS........................6 sCAI.E: SHEET <br /> 1:15 1 OF 6 <br />