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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # L14911-R1 SUlAiVNED
Application Type Revision BY
Code Version 2017 ° e ��8�(�,nn*
Application Status proved ��11��11 ++��YY�U����//
Comments public comment. 05/18/18
Archived
=Products
Product Manufacturer Silver Line BuilAddress/Phone/Email I verfinerlve
North Brunswick, NJ 08902
(651) 264-4178
Nicholas. Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas. Kopp@andersencorp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732) 435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category 2 indows`
Subcategory tEv
:ion
g;,
Compliance Method Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
,_ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
qj Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FILE COPY
FL14911_R10_COI _COI Silverline SS 2017-06-14.pdf
Standard
AAMA/W D MA/CSA/101/I.S.2/A440
AAMA/ W D MA/CSA/ 101/I. S.2/A440
Year
2008
2011
https://floridaH'uilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6FkiuwZlo%2ftc3w%3d%3d Page 1 of 3
Florida
g Code Online E r 7/28/18, 10:35 AM
https://floridaE
ASTM E1886
2005
ASTM E1996;
2006
ASTM E1996
2009
ASTM E1996
2012
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
04/20/2018
Date Validated
04/20/2018
Date Pending FBC Approval
05/01/2018
Date Approved
06/12/2018
FL # Model, Number or Name Description
14911.1 V1 Series/50 Series (2000) Single -Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R10_II_SWD017 SS 2017-10-20.Ddf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14911 R10 AE_PER5140 SS 2017-10-20.12df
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.2
VI Series/50 Series (2111)
Single -Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14911_RIO II SWD018 SS 2017-10-27.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation
LF 14911_R10_AF_PER5141 SS 2017-10-20..pdf
Report for allowable design pressures, sizes, installation
Created by Independent Third Party: Yes
requirements and limits of use.
14911.3
V1 Series/50 Series (2200/2300)
Single -Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14911_RSQ_II SWD019 SS 2017-10-27.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation
FL14911_R10_AE_PER5142 SS 2017-10-20.pdf
Report for allowable design pressures, sizes, installation
Created by Independent Third Party: Yes
requirements and limits of use.
14911.4 V1 Series/70 S s (2127) Single -Hung Window
use Installation Instructions
Approved for use in HVHZ: Yes FL14911 R10 II_SWD049 SS 2018-04-20.r�df
Approved for u ide HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resist t: No Created by Independent Third Party: Yes
Design Press e: N/A Evaluation Reports
ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6FkiuwZlo%a2ftc3w%3d%3d Page 2 of 3
Florida Build;ui4 Code Online
, ' 1 7/28/18, 10:35 AM
Other: See Installation Instructions and Product Evaluation FL14911 RIO AE PER5485 SS 2018-02-14.odf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.5 71
Vl Series/70 Series (2127)
Single -Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14911 RIO II_SWD050 SS 2018-04-20.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation
FL14911_R10_AE_PER5486 SS 2018-04-19.pdf
Report for allowable design pressures, sizes, installation
Created by Independent Third Party: Yes
requirements and limits of use.
14911.6 V1 Series/70 Series (2907/4907) Single -Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911_RIO_Il SWD020 SS 2017-10-27.pd
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14911_RSO._AE_PER5143 SS 2017-10-27.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
Sack Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
sec riivmmtlCs
https://floridagpilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6FkiuwZlo%2ftc3w%3d%3d Page 3 of 3
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(NON -IMPACT) (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERICAND MAY NOT REFLECTACTUALCONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MAX OVERALLSIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACT RATING
WIDTH
HEIGHT
52"
62.50"
O/X
NON IMPACT
52"
73"
O/X
4;;;�
NON IMPACT
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
1/8" OR 3/32"
SETTING BLOCK
Ir- 5/8" O.A. I.G. GLASS
GLAZING DETAIL
INTERIOR
MIN. GLASS
BITE 7/16"
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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MAX.
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MAX. O.A FRAME
WIDTH 52"
MAX. D.L.O.
WIDTH 47.69"
3 3
.0.
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ELEVATION
SINGLE HUNG WINDOW
3" MAX.
FROM —
CORNERS
6" MAX. _
O.C.
I
6" MAX. 1.25" MAX.
O.C. FROM CORNERS
CORNERS
NOTE:
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ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
ANCHOR LAYOUT
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DETAIL SHEETI BALANCERS
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MIN. SUBSTRATE
EDGEDISTANCE BYOTHERS
/ MIN.
EMBEDMENT
PERIMETERS EA LANT —� 1/4"MAX
BY OTHERS SHIM SPACE
EXTERIOR M INTERIOR
A VERTICAL SECTION
THROUGH FRAME (HEAD)
SUBST� \�1/4" MAX.
BY OTHERS SHIM SPACE
INTERIOR
INS
NEIN MINI
1/4" MAX.
SHIM SPACE
INTERIOR
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
PERIMETER SEALANT
BY OTHERSRS
EXTERIOR MIN.
EMBEDMENT
g�HORIZONTAL SECTION
6 THROUGH FRAME (JAMB)
EXTERIOR
MIN. EMBEDMENT SUBSTRATE
BY OTH ERS
EXTERIOR INTERIOR
6 HORIZONTAL SECTION
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
�{ [— 0.34"
0 83" � I(� 0 87"
l I �- I-0.13„
0.77" � 0.9 I �'I I'� 0.46,E
0.06" 0.87"
VTERIOR 0.45"
OLOCK RAIL ALUMINUM OP O ALUM NEE SING RAIL O ALUMIN LIFTM RAIL &SASH
MIN. EDGE
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1. ONE (2) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS.
ANCHORSCHEDULE
METHOD
SUBSTRATE
ANCHORSCHEDULE
MIN EMBEDMENT
MIN.
STANCE
DISTANCE
WOOD: MIN. SG-0.55
98 WOOD SCREW
15'
0.76,
PAN HEAD
NAILING FIN
MET.Steel,
#B TEK SCREW
3 THREADS MIN
MIN. Fy33K51
MI Fy=33K
PENETRATION BEYOND
0.5D'
METAL
#10 PAN HEAD IN
1 5'
0.75,
EXTERIOR CHANNEL
WOOD: MIN. SG =0.55
010 FLAT HEAD IN THE
1 5'
0.75,
INTERIOR CHANNEL
010 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL: 18 GAUGE S-1,
METAL
MIN. Fy = 33KSI
3 THREADS MIN
FLAT HEAL] IN THE
INTERIOR
TERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL
THROUGH FRAME
3118' ITWTAPCON
FLAT HEAD IN INTERIOR
1.25'
1.75'
CONCRETE: Te-=9000PSI
CHANNEL
3118' ITW TAPCON
1.7S'
CHANNEL
3/16' ITW TAPCON
FLAT HEAD IN INTERIOR HEAD IN INTERIOR
1.25'
S
MASONRY: CMU per AS
CHANNEL
3118' ff W TAPCON
C90 MIN. 2000 PSI
HEX HEAD IN EXTERIOR
1.2Y
1.75'
CHANNEL
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DATE: 01.23.18
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