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PRIME DOOR - NON-IMPACT GENERAL NOTES: <br /> (SHOWN WIALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED <br /> 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 /> 371/4" 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-1300-04e01j09. <br /> 35" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> DOOR CORE ASTM E-1300-0401109. 3< 0 . <br /> A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED i­- CLUO Wwo o <br /> z W�o fj,rz w< <br /> 4- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w zoz --I- <br /> DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD g z ED§>.o w 3:FO <br /> ANCHOR CALCULATIONS. LL Pw ZI-�:m zF <br /> - Z za::R<T_woo <br /> 7 5/8" C 0 1­-0 6<=I.-w <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 L)CO I--z 0-P to a. <br /> HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 0 z-w-zI_mw <br /> 2 007� --:)0- <br /> < -zou)ZOLL0 <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT >- f.--< o U.�E o <br /> 3: -x:o z <br /> USED AT ALL FRAME JOINTS. w < 0 F-I-- <br /> 13 of Z'd <br /> H w 2:E <br /> pax 0 Enw <br /> U.Ln w 0 <br /> B 0 22" z <br /> O_ 2:O_ wo- <br /> HINGE(TYP.) 1 t-o (L X 2>. <br /> 81" 0 0. w 3:O�w <br /> w <br /> OVERALL a- O� a. <br /> HEIGHT . stilli,% <br /> gOREW !t, <br /> UNIT <br /> 80" N......... <br /> Lucas 0�N <br /> 0 E <br /> HEIGHT Turner % <br /> No SS201 % <br /> 2017-09-15 <br /> 15:13+20:00 13 STATE OF 14(r <br /> 110 4r <br /> 0 R <br /> ..........tv <br /> DOOR JONAI-S <br /> CORE "il's trip Oko"' <br /> 5:7 <br /> 9/15/2017 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> rA PH.941-380-1574 <br /> \IV A SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> GENERAL NOTES&ELEVATION$ 1 DRAWN BY DATE: <br /> CONFIGURATIONS.................................2 ADE 09/0B/08 <br /> SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING] DWG 0: RE-v- <br /> DOM&EXTRUSIONS..............................4 <br /> ANCHOR SCHEDULE&NOTES.............5 37-1/4"x 81 40 PSF NONE CWS-176 F <br /> INSTALLATION DETAILS........................6 SCALE: SHEET <br /> L__- 1:15 <br />