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r �� � <br /> PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTREUUIREMENT: <br /> 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT <br /> 37.250 EDITION. <br /> OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) <br /> 36" 3.CONFIGURATIONS: OUTSWING,LEFf OR RIGHT HINGED. <br /> FRAME OPENING <br /> � 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 6-7 FOR <br /> DOOR CORE ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. <br /> A 5.DESIGN PRESSURE RATING(SEE BELOW): <br /> -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. <br /> -POSITNE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GIASS TABLES ASTM E 1300. <br /> � 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS RE�UIRED IN WIND BORNE DEBRIS REGION. <br /> 7 5/8 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. <br /> HINGE <br /> 37 1/4 I 8.REFERENCE TEST REPORTS:NCTL-210-3251-1 <br /> $1.000 i <br /> OVERALL -- 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DES�GNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. <br /> HEIGHT BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-T5 <br /> �' ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045".STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECENE APPLIED <br /> HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. <br /> I <br /> � <br /> FRAME <br /> OPENING � <br /> HEIGHT 4 7/16" i <br /> . � <br /> 7� I <br /> DOOR i � <br /> CORE � DESIGN PRESSURE RATING <br /> I � ±40.0 PSF <br /> HINGE <br /> � <br /> 7 5�8" <br /> HINGE <br /> C UPDATED PER 2010 FBC 10/17/11 TEF <br /> A �1 LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 <br /> \1�1��IIl�I <br /> ,,,�y ANDREw'��,��, � <br /> JGP..•��GEf�Ig�.��Q�(h: ��� <br /> ��r t No 58201 :�: 1900 SW 44TH AVE. <br /> TABLE OF CONTENTS + <br /> GENERAL NOTES. ... ....... ......1 �*e �, ;*� OCALA,FLORIDA 34474 <br /> ANCHORSCHEDULE&NOTES. .......2 Lucee0.TUmm.P.E. 2011•77-3010:0405:00 Y� +�o: �a� ir�E: <br /> GLAZING DETAIL. ..... .3 /`' �9; STATE OF ;W: GENERAL NOTES <br /> "" . � ERIES: RAWN BY� ATE: <br /> SECTIONVIEWS. .... ......4 pROPRIETARVANDCOlFIOENTIAL 11/30/11 ��O'���'�C pP•'����, 1000 ADE 03/13/2009 <br /> EXTRUSIONS 8 B.O.M. ... ... .5 7HE INFORMATON CONTAINEO IN THIS ORAWINO IS THE SOLE PROPERN OF CUSTOM �I�S�'•�R 1 'C�1�� ODEL. SCALE: WG,NO.' <br /> INSTALLATIONDETAIL. ... ..... ...6-7 WINDOWSVSIEMS,INC.ANYREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i S��" �Et���� GUARDIANDOOR NTS CWS-176 <br /> WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ,���/ONA�jtit��,, EV LETTER: C HEET• 1 OF� <br />