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SINGLE HUNG-NON-IMPACT GENERAL NOTES; <br /> (SHOWN wIDIFFERENT OPTIONS) 1.THE PRODUCTSHOWN HEREIN Is DESIGNED AND MANUFACTURED VVINDOWSYSYMS <br /> TO COMPLYWITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900SW44THAVF <br /> EDITION. OCALA FLCRIDAS4474 <br /> 543' Z GLAZING OPTIONS:(SEE SHEET2) WWW.CWS.CC <br /> 8 FLANGE WIDTH UNIT A STANDARD WITH A'GLASS <br /> FLANGE WIDTH 63k UNIT S STANDARD WITH e GLASS 610 PVC <br /> 37• MAX UNIT WIDTH lk CONFIGURATIONS: SINGLE HUNG <br /> "O/r. <br /> MAXUNtTWOTH NON-IMPACT <br /> 49' 4.DESIGN PRESSURE RATING'. <br /> GLASS OLD NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> LASS OLD GLASS TABLES ASTM E-13 DO-04. <br /> -POSITIVE DESIGN LOADS BASED ON' <br /> TESTED PRESSURE,WATER <br /> WFILTRAnON17ESTPRMURrANDGUSiTABLES <br /> I I I <br /> ASTMS-1300-04. <br /> EANCHORAGE:THE 33 W%STRESS INCREASE HAS NOT SEEN USED <br /> 7j- IN THEDESIGN OFTHIS PRODUCT.SEE SHEETS 6-7 FORANCHOR <br /> FLANGE FLANGE GLASS DLO DETAILS.WiNOUGAD DURATION FACTOR C&I.6 WAS USED FOR <br /> HEIGHT 0 <br /> 0 <br /> WOODANCHORCALCULAMONS. <br /> HEIGHT <br /> B_ 0 B <br /> S.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE <br /> SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. <br /> T,ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM pp <br /> is, SEALANT USED AT FIXED MEETING RAILANDJAMS. <br /> HEIGHT <br /> UNIT HEIGHT S.SERIES IM013EL DESIGNATION SH-610. <br /> 9,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: t)imi<iozi <br /> 6 X-OPERABLE SASH,0=FIXED SASH <br /> D <br /> x x a 1 .71- 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS INASIMLAR _0-;�c E <br /> MAX 24.1' LOCATION. <br /> F GLASS DLO ON. Snol <br /> SASH 7 <br /> HEIGHT <br /> G D 11.EXTERNAL WEEP SLOT=114x I-lW LOCATED S"FROM BOTH <br /> ENDS. lo STATE OF LAU: <br /> GLASS DLO Lucas A.Tamer D C <br /> 2016-08-05 <br /> A 15:14-04:00 <br /> MAX SASH WIDTH 4e 8)&2016 <br /> • GLASS OLD LUCAS A.TURNER,P.E. <br /> 44.& FL PE#58201 <br /> UNIT A MAX SASH WIDTH 1239JA13ARAAVF- <br /> NORTH PORT,FL 342BB <br /> PH.941-380-1574 <br /> SHEET DUMPTION'. <br /> UNIT 13 GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS MAX.UNIT DESIGNPRESSURE IMPACT <br /> GENERAL NOTES&ELEVATIONS...-1 SIZE REINFORCEMENT RATING RATING SJB <br /> GLAZING DETAILS................. 53-10x76'" 2115 +1-35 PSF NONE <br /> SECTIONVIEWS CWS-1099 <br /> EXTRUSIONS&B.OM______4 37"x72' 2009/2115 +/_35 PSF —NONE scAtE: SHEET <br /> ANCHOR SCHEDULE&NFiFS eli <br /> INSTALLATION OETAILS­:._..__6­7 <br />