Laserfiche WebLink
GENERALNOTES: ' <br /> PRIME DOOR - NON-IMPACT ������ <br /> (SOLID CORE) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy�NDOW SYSfEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT <br /> EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:NONE-SOLID CORE WWW.CWS.CC <br /> 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. <br /> OVERA�IDTH 4.DESIGN PRESSURE RATING: �OOO ALUM. <br /> 36" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE GUARDIAN DOOR <br /> UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER NON-IMPACT <br /> INFILTRATION TEST PRESSURE <br /> 35" <br /> DOOR CORE 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USED <br /> IN THE DESIGN OF THIS PRODUCT SEE SHEET 5 FOR ANCHOR ¢ ? 3 a Z� <br /> /� DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD � ❑w� ¢w p o <br /> ANCHOR CALCULATIONS. Z w�O �Z <br /> � Z�Z O� m <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE �'- i'¢"W�Z���_ <br /> z z2�¢�w�p <br /> �5�8„ SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, p p F-p v Q=F� <br /> � HINGE(TYP.) 7 ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT � z���z F�� <br /> _ __ _ USED AT ALL FRAME JOINTS. ¢ �z��z�p LL Z <br /> • - - - - � ��O�H.F�— <br /> H �������� <br /> 3��2" • - - - � - W O�W�O J�W <br /> B - ' ' " B g HINGE(TYP.) O W�-_-� W o�� <br /> � . . . - 5 a F=- a ��nw. <br /> OVERALL <br /> HEIGHT ' - - - �p�uunr�� <br /> - - - • � • ,,�����PNORE1�y�ii�i <br /> 60" �UCBS �GP�'•�.�GEIJS�G�Q�y, <br /> UNIT 5 vz„ Turner <br /> HEIGHT — • , - ��: No 56201 �:9% <br /> 2017-09-25 =*' * `-*= <br /> � 16�09+20�00 �9� BTATE OF •�U: <br /> . . . . �'.�~'c�'FL o a t�P��2�.J <br /> OOR . , _ _ �,��SS+ONA,1��0��. <br /> CORE <br /> • • • • - 1 y <br /> - - - - - f—� <br /> - - - 9/15/2017 <br /> LUCAS A.TURNER,P.E. <br /> FL PE#56201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> A PH.941-380-1574 <br /> 5 A SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS <br /> DRAWN BV' DATE: <br /> GENERAL NOTES&ELEVATIONS. 1 AAJ 03/13/09 <br /> SECTIONVIEWS. .........2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGtt. REV. <br /> BOM&EXTRUSIONS. .3 <br /> ... <br /> ANCHOR SCHEDULE 8.NOTES. ::5 37-1/4��X H��� +/-40 PSF NONE SCALE: _242 SHEET <br /> INSTALLATION DETAILS. ........ <br /> �'15 1 OF 5 <br />