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PRIME DOOR - NON-IMPACT GENERALNOTES: ������� <br /> (SHOWN w/ALUM.SINGLE HUNG 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE� <br /> � TO COMPLY W ITH THE FLORIDA BUILDING CODE(FBC),CURRENT W�NDOW$YSTEPI'S <br /> EDITION. 7900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) ' WWW.CWS.CC <br /> 97 1/4" 3.CONFIGURATIONS:OUTSW ING,LEFT OR RIGHT HINGED. <br /> OVERALL WIDTH 4.DESIGN PRESSURE RATING: y OOO ALUM. <br /> �� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR <br /> , UNIT WIDTH GLASSTABLES ASTM E-1300-04. 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•04, � ! � <br /> A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED `� r^. `,'_' W <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o � o 0 <br /> DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD <br /> ANCHOR CALCULATIONS. Y � w <br /> W Iw- ¢ m <br /> 7 5�8" 6:NOT APPROVED FOR IMPACT RESISTANCE:IMPACT PROTECTIVE � <br /> HINGE(TYP.)' SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. v v E Z <br /> __ � m m m° O <br /> 7.ALL FRAMES SCREWED TOGETHER. SMALLJOINT SEAM SEALANT < � o in <br /> � USED AT ALL FRAME JOINTS. N N ¢ Z > <br /> I W <br /> B B 2� O <br /> w w o � <br /> B HINGE(TYP.) w w > ¢ <br /> 81^ 6 , o 0 0 � <br /> OVERALL � = Q o <br /> HEIGFIT i w o t� m ¢ O <br /> 80" <br /> � z <br /> HEIGHT ��« ������Pp10REW���if� <br /> .`�p-5. �GENS G�P�'i <br /> :JV.'� F�'�.2�: <br /> � ��:• No 58201 �:�A� <br /> � LucasA. =*; y� ;*' <br /> � Turner �-o i � ' <br /> DOOR 2015-04-27 ��� STATF OF :�lU` <br /> CORE 20:51-04:00 •�,,��C.s'�<Q a�p�"G��'��• <br /> � ���4,S��NALEN�`�. <br /> �rrrn n.�tit�� <br /> z� <br /> 4l27/2015 <br /> LUCAS A.TURNER,P.E. <br /> FL PE 115t3201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> A <br /> PH.941-380-1574 <br /> 6 A SHEET DESCRIPTION: <br /> , GENERAL NOTES AND <br /> TABLE OF CONTENTS <br /> ELEVATIONS <br /> DRAWNOY: DATE: <br /> GENERAL NOTES&ELEVATIONS.,......1 ADE 09/08/08 <br /> CONFIGU RATIONS...................... .........2 <br /> SECTION VIEWS....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGk: REV.. <br /> AN HOFl SCH D�ULE&NOTES...........5 37-1/4��X 81�� +/-40 PSF NONE CWS-176 E <br /> INSTALLATION DETAILS........................6 <br /> scA�e: SHEET <br /> 1:15 1 OF6 <br />