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Silver Line <br /> bytinahmEO' <br /> SILVER LINE BUILDING PRODUCTS CORP. <br /> V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SILVEHLINE DRIVE <br /> NORTH BRUNSWICK,NI 05902 <br /> (I MPA C T RA TED)(H VHZ) PH:1800)22q-n228 <br /> to <br /> Z U <br /> UU s3 00 gym` =< <br /> wO rz �m am.[, <br /> oZ s.0 ZEi <br /> sgd <br /> F <br /> GENERAL NOTES: w L0 i <br /> J <br /> CC <br /> MAX OVERALL SIZE TABLE OF CONTENTS j mob <br /> 1. THE MANUFACTURED <br /> ToPRODUCT C HEREIN IS DESIGNED AND CONFIG. DESIGN MISSILE _ <br /> MANUFACTURED TO COMPLY WITH THE CURRENT EDITION o <br /> FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS <br /> WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION � <br /> BEEN EVALUATED ACCORDING TO THE FOLLOWING: w <br /> 1 - GENERAL NOTES&GLAZING DETAIL <br /> • TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI F a <br /> • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS <br /> • TAS.203-94 REMARKS By DATE <br /> • ASTM E330-02 3 VERTICAL SECTIONS <br /> ASTM E1886-05 <br /> ASTM E1996.06/09/12 - 4 - HORIZONTAL SECTIONS <br /> • AAMA/WDMA/C5A 101/1.5.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& <br /> REINFORCEMENT DETAILS <br /> 2, ADEQUACY OF THE EXISTING STRUCTURAL <br /> CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING u xz P o a'ETZoqo ,INC <br /> A5 A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF <br /> OT of gEPnO�YUCED w wHOLf OgPM} <br /> wiTNOUT W n%..CONS[...... <br /> . Dnan.wc. <br /> WITHSTANDING AND TRANSFERRING APPLIED PRODUCT AfrfnnnaNs,ADmnoNs.Nlc"ucNTwr,Dnamfn <br /> LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE —11110r n�nlzo Dfv�EHTAnf NOTP[RMITIFO M(1 <br /> EE n a ID <br /> ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF <br /> INSTALLATION. Olglt n signed bX Hp{Eggs F.Nofefo•t <br /> 43/64"O.A.I.G.LAMINATED GLASS Reeson:I bbbldJ�Ag h11EyoFumenl <br /> 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date:`,C*.W8R7 "Sfd°�i <br /> 1/8"ANNEALED GLASS <br /> OPE TRSFER ALL LOADS TO THE <br /> ANCHORED TO PROPERLY AN \ (v CC <br /> STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER � .'' -.0 <br /> RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS _ _ <br /> Y RECORD FORTHE PROJECT OF INSTALLATION. 0.090"SAFLEX PVS INTERLAYER BY _ N ? <br /> EASTMAN CHEMICAL COMPANY T OCc z <br /> e 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS T ! / Q/ <br /> GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR <br /> A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 'n '......... <br /> TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, / \ '�•�SS/ONA���G� <br /> A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE EXTERIOR / INTERIOR ZF7!I \\\\\ <br /> SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN HFRYES k1 dldffiE,P.E. <br /> NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I E2ORIOA P.E.No 7 77S <br /> BURDWO DROPS,WO <br /> = APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR �Bs E.oANIA BEwa eLw./1be <br /> DANu aEAa EE ww <br /> j: AHJ. <br /> STEEL SPACER ` TRPE MT.OF AUTHORIVON—DDS)B <br /> S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \ MIN.GLASS FL III: <br /> ON THIS PRODUCT IN AREAS REQUIRING IMPACT F L 14911 <br /> y" RESISTANCE. 1/8"OR 3/32" BITE 7/16" <br /> SETTING BLOCK <br /> e 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 <br /> 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY: <br /> COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN <br /> OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS <br /> CHAPTER 23. NOTE. <br /> ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.R: SW DO <br /> B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN <br /> ,Y GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET: ' <br /> 3 RESISTANCE. ` <br /> u OF S <br />