HomeMy WebLinkAboutProduct Approval RW R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
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Date: Al'arch 24,2015
Product Sub Category Manufacturer Product Mame
Category
Silverline Building Products Corporation Series 70-Model 21271MPACTFL
Window Single Hung 1 Silverline Dr; Extruded Vinyl Single Hung Window
North Brunswick,NJ 08902 with Flange
Phone.732.435.1000 'Impact"
Scope: This,isa Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Silverl-ine.Building Products Corporation based.on Rule Chapter No.61G20-3,Method 1d of the:State of Florida
Product Approval,Department of Business&Professional Regulation.
RW Building Consultants and Lyndon.F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco. -
3.When used in the"HVHZ°this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant
covering. -.
4.When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the
2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined
in ASTM E1906.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FLA 4911.23 require further engineering analysis by a licensed engineer or
registered architect
7. This product meets the water infiltration requirements for"HVHZ".
8. See drawing FL-14911.23 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Sinned by
NCTL 110-16326-1 TAS 201;202 and 203-94 NCTL Robert H.Zeiders,P.E.
NCTL 11 0-1 6327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E.
Materials PVC Extrusions
ETC 97-264-40910 ASTM 6635-96,D1929-96,D2843-93 ETC,Laboratories J.L Doldan,P.E.
D638-96 and G26-95
2. Dade-County NOA Materials Testing
140423-16 Sallee PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-14911.23 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by F 2 eaue',5�.^ Signed&Sealed by
Anchoring RW Building Consultants;Inc.(.CA#9813) G,��a `; ?[f;�<'�.,� Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E.
5. Qualitv Assurance
Certificate of Participation issued by Window&Door Manufacturers
Association,certifying that Silverl-ine Building Products Corporation is _�; •,,
manufacturing products within a quality assurance program that complies,
with ISO/IEC 17020 and Guide 53.
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Lyndon F.Schmidt,P.E.
J �✓1z,Tg �°`� 3 =' FL PE No.43409
3/27/2015
Sheet 1 of 1
Silver Line
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WINDOWS • DOORS --,>'' ... ... HE
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SERIES 70 - MODEL 2127IMPACTFL N ;4� ma`a�
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GENERAL NOTES
1.This product has been evaluated and Is in compliance with the 5th Edition(2114)Florida Building Code
(FBC)structural requirements incNdng the"High Velocity Hurticane Zone°(HVHZ). 5�n
s 2 Product anchors shall be as fisted and spaced as Oxlvm on details.Anchor embedment to base 'o o
material shall be beyond wall dressing or stucco. a n
$ b s
3.When uwith sed in the 9iVHP This product complies ts Section 1626 of the Florida Building Code and does
not require an impact resistant covering. X
4.When used In areas outside of the 1WHr requiring wind bome debris protection itis product complies / m
With Section 1609.12 of the FBC and does not require an impact resistant covering.This product meets
missile tevel'D°and includes Wind Zone 4 as defined in ASTM E1996 and FBC Section 1609.122 J
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5.For 2tud framing construction,anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
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6.Site conditions that deviate from the details of fit drawing require further engineering analysis by a w W
licensed engineer or registered architect. o
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0 7.This product meets water infiltration requirements for"HVHr.
25 e�
= TABLE OF CONTENTS
`_OVERALL OVERALL_ MAJG GLASS DESIGN"PRESSDRE . —FFM---Po
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SHEEN DESCR1PflON =FLANGE FRAME D�o.
1 Typical elevation,design pressures&general notes DIMENSION '-DIMENSION= DIhiENSfON 1YFE POSRNE NEGA71VE- a
2 Horizontal&vertical cross sections aae 9112113
0
3 Horizontal&vertical cross sections53.25"x 7475 52.0'x 73.0" 47.625'x 33.5W Gl +55.0 -60.0 sone N.T.S.aso.ar. JK
4 Buck and frame anchoring
5 BRI of materials,glazing details&components aK LFS 3
oru>mrc rn: rt
FL-14911.23
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3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC ,/2 GLASS \, ti
4 D(TRUDED PVC MEETING RAIL#S2-2907- PVC BITEINTERCEPTSPACER V E 9Z
5 EXTRUDED PVC TOP UFT RAIL#52-2949' PVC DOW 995 SEALANT cci
6 EXTRUDED PVC BOTTOM RAIL#52-2905• PVC a
7 EXTRUDED PVC STILE#52-2905* PVC
9 EXTRUDED PVC GLAZING BEAD(VERT.8 HORL)#52-1227-
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10 OPERABLESASH LOCK#12-2241 PVC 3
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12 FIXED MEETING RAIL REINFORCEMENT#50-260316105-T5) ALUM
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14 LOCK RAIL REINFORCEMM#5D-2609(6105-T5) ALUM 0�' c' 3
15 BOTTOM LIFT RAIL 8 SASH REINFORCEMENT#5D-2967(606&76) ALUM PL
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19 WEATHERSTRIP PILE W/FIN.187x.150,SILL(ULTRAFAB) - m
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33 TILT LATCH#2818-00 STEEL
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