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Silver Line
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V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NDsneauswaNi08902
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GENERAL NOTES: a§ =d
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE DESIGN MISSILE TABLE OF CONTENTS = mm
FLORMANUFACTUREDDING CODE
WITH THE INCLUDING
VHZ AEDITIONHAS CONFIG. IMPACT RATING SHEET REVISION SHEET DESCRIPTION /
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE > \`
BEEN EVALUATED ACCORDING TO THE FOLLOWING: o,
• TAS 201.94 52^ 7g" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL
• od
TAS 202.94 2 - ELEVATION&ANCHOR LAYOUTS Ic
• TAS203-94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1886.05
•
ASTM E1996-a6/09112 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S,2/A440-08S HOR12ONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING INE R,STMunGN GEnVIf DF3CWlfDM[RnXARE GENFRK
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WDMRYHGTR[i1ERlRUMCGNDRIDNR iOR.SRDiK
site.rc srtE awanow unE naruunoN ro oEvuTE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT /� iaDMTXe REGUIREMWISGErmEGNER[w,EumDEo
�� ENGIHFeI G0.MIOIIiFRSNMLRAEV/AESTESiEDiK
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE `, oacuMErm Tal use wmsms MEM
Y ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 1VFp DiglJalty sig�++,Q�yillAml�ig.Nororo,P.
INSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS Reason•t11si' s� ent
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Allo p CONSISTING OF: Data:.jb'I8 .38. r/��
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ! 4t 1/8"ANNEALED GLASS .•' E
STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE � `�!g 7/32"STEEL SPACER .�. V� �0
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF /@�� 3/32"ANNEALED GLASS : N ] ]
RECORD FOR THE PROJECT OF INSTALLATION. 1.,, 0.090"SAFLEX PVB INTERLAYER BY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE Pgrm/ /n 3/32EA NNEALED �MANL COMPANY $SS
A OF
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION ��'n O (TO DEVIATE FROM THE REQUIREMENTS �P'•• ��
I! A LICENSED ENGINEER OR ARCHITECT HALL TILED RE HEREIN,
JEW
� OSPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INEXTERIOR INTERIOR /iNON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT � A P.Ot?�APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR308 c oMaEasnwM 338
AHI. DMnA eEMK FL J]00(
RI E CERT.OF unxow7ATON N.20578
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NM REQUIRED STEEL SPACER FL#:
r ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BIN.TE GL SS F L 14911
RESISTANCE, SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 9955EALANT DATE: 01.23.18
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY:
i COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN
t OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
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8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET:
RESISTANCE.
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ndOW
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,NJ M02
PH:(8081 U4238
MAX.O.AFRAME p
WIDTH 52" '
MAX.D.L.O.
WIDTH 47.69" � O m
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L_ ALL FASTENERS ABOVE W
THE MEETING RAIL IN Qa a
THE INTERIOR IAMB F a
MAX.D.L.O. "O" 6"MAX. p" TRACK MUST BE FLAT HEAD
HEIGHT33.50" C O.C. I REMARKS BY DATE
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12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT 73"
D iNE VIEIAGATKW DFIML{DFSCRIEO XFAfINM[GFNEN[
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HEIGHT33.50" "X" 3"MAX. 6.25"MAX.
FROM FROM
„ CORNERS] CORNERS %
4 ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s . of
f' SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOWJ. C)
a '/tII IFI�1R>�%%%
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i 3m E DURA=900 900/330
DAM BEAM FL 33W
FT3'E CERT.a AUTNOSBTA7IW Na 30570
FL#:
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DATE: 01.23.18
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DWG.BY:
CHK.-IFN
SCALE: NTS
DWG.B: SWD050
SHEET:
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TOPE CERT.OF AMIHIe3M70 No."M
" FL#:
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DATE: 01,23,18
DWG.BY: CHK.BY:
HR HFN
SCALE NTS
T A VERTICAL SECTION VERTICAL SECTION DWG.n: SWD050
3 NAIL FIN 3 THRU FRAME SHEET:
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