HomeMy WebLinkAboutProduct approvals, windows10/28/2020 77 Florida Building Code Online
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Product Approval
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL14911-R11
Revision
2017
Approved
'File Copy
REVIEWED FOR
BODE COMPLIANCE
ST, L CIE COUNTY
BOCC 101l9fZ6
Silver Line Building Products Corp.
One Silverline Drive
North Brunswick, NJ 08902
(800) 542-9118 Ext413596
luanne.harris@cornerstone-bb.com
Jon Berrian
jonberrian@slbp.com
Jon Berrian
One Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
jonberrian@sibp.com
Windows
Single Hung
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, RE.
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.
Validation Checklist - Hardcopy Received
Certificate of Independence FL14911 R11 COI COI Silverline SS 2017-06-14.pdf
Referenced Standard and Year (of Standard) Standard
Year
AAMA/WDMA/CSA/101/I.S.2/A440
2008
AAMA/WDMA/CSA/101/I.S.2/A440
2011
ASTM E1886
2005
ASTM E1996
2006
ASTM E1996
2009
ASTM E1996
2012
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
https://floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx21 btdSCx8gXOAG%2bvoMHV6Fk8dHGU%2f4khcg%3d%3d 1/3
10/28/2020
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/17/2018
Date Validated
10/14/2018
Date,Pending FBC Approval
10/08/2018
Date Approved
10/18/2018
Date Revised
10/25/2020
Cummary of Products
FL # Model, Number or Name Description
14911.1 VI Series/50 Series (2000)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14911.2 �Vl Series/50 Series (2111)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14911.3 l VI Series/50 Series (2200/2300)
.. ... _ ..................._..__ _ ._.. _ . .
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14911.4 V1 Series/70 Series (2127)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
Single -Hung Window
Installation Instructions
FL14911 R11 II SWD017 SS 2018-10-11.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14911 R11 AE PER5140 SS 2017-10-20.pdf
Created by Independent Third Party: Yes
Single -Hung Window
..... _.... ...... ..-.__- _-_._..-----------.._..-_.-------._ .. _....---------j
Installation Instructions
FL14911 R11 II SWD018 SS 2018-10-11.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14911 R11 AE PER5141 SS 2017-10-20.pdf
Created by Independent Third Party: Yes
Single -Hung Window
Installation Instructions
FL14911 R11 II SWD019 SS 2018-10-11.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14911 R11 AE PERS142 SS 2017-10-20.pdf
Created by Independent Third Party: Yes
Single Hung Window
Installation Instructions
FL14911 R11 I1 SWD049 SS 2018=10-1l.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FI-14911 R11 AE PER5485 SS 2018-02-14.pdf
Created by Independent Third Party: Yes
�. 14911.5 I Vl Series/70 Series (2127) Single -Hung Window
I Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14911 R11 II SWD050 SS 2018-10 il.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 R11 AE PER5486 SS 2018-04-19.pdf
i Report for allowable design pressures, sizes, installation } Created by Independent Third Party: Yes
i requirements and limits of use Il
_ __� _.... _ — ... —
14911 6 Vl Series/70 Series (2907/4907) Single -Hung Window
Limits of Use Installation Instructions
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2l btdSCx8gXOAG%2bvoMHV6Fk8dHG U°/a2f4khcg%3d%3d 2/3
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RA TED) (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZAND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
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 15 THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IX 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
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 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 PER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT 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.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MAX OVERALL SIZE
CONFIG.
DESIGN
MISSILE
WIDTH
HEIGHT
PRESSURE
IMPACT RATING
52"
73"
O/X
+55 /-60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
HORIZONTAL SECTIONS
S
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
1/8" OR 3/32"
SETTING BLOCK
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8"ANNEALED GLASS
7/32" STEEL SPACER
0 ANNEALED GLASS
F-3/32"
0.090"SAFLEX PVBINTERLAYER 8Y
0.09
EASTMAN CHEMICAL COMPANY
ANNEALED GLASS
INTERIOR
MIN. GLASS
BITE 7/16"
1 QQS CFAI ANT
GLAZING DETAIL 1
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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DATE: 01.23.18
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MAX. O.A FRAME
WIDTH 52"
MAX. D.L.O.
WIDTH 47.69"
A B
MAX.
FROM
3 3
COO RNERS
6" MAX.
MAX. D.L.O.
"0"
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MAX. O.A
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HEIGHT
73"
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MAX. D.L.O.
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33.50"
3" MAX.
FROM
CORNERS
ELEVATION
SINGLE HUNG WINDOW
_ 6" MAX. 6.25" MAX.
O.C. FROM I�
CORNERS
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD
12.50" MAX.
O.C.
ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
6.25" MAX.
FROM
CORNERS
ANCHOR LAYOUT
THROUGH FRAME - SINGLE HUNG WINDOW
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FUIBDA P.E. No 7S1T8
BUILDING DROPS, INC
388 E II. eEw. BIL
ONUA FTiAMO FL OPE CERT, OF AUTNORIIATION pI NaN20528
FL tt:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG. a: SWD050
I
SECTION FOR INTERIOR
BLOCK & TACKLE SEE GLAZING
BALANCERS o\ DETAIL SHEET 1
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EXTERIOR
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
(�
UPPERSASH
SEE GLAZING
DETAIL SHEET 1
INTERIOR
EXTERIOR
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
4
LOWER SASH
SECTION FOR
SEE GLAZING CONSTANT FORCE
DETAILSHEETI BALANCERS
SEE GLAZING
DETAIL SHEET 1
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NORTH BRUNSWICK, NJ U902
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FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
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SEE GLAZING
DETAIL, SHEET 1
INTERIOR
_ SEE GLAZING
DETAIL, SHEET 1
VERTICAL SECTION
3 NAIL FIN
SEE GLAZING
DETAIL, SHEET 1
INTERIOR
_ SEE GLAZING
DETAIL, SHEET 1
VERTICAL SECTION
3 THRU FRAME
Silver Line
ONE.LVERUNE MVE
NORTH aRUNSWICK, NJ 09902
RN: MW 1341228
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F101LOA P.E. N9 , NC
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399 E IA 9EACH BLVD. 059
oANu MAN, rt 330W
iHRE =T. a AUTHORMATION Nw 29509
FL It:
FL14911
DATE: 01.23.18
DWG. BY: I CHK. BY:
HR HFN
SCALE: NTS
DWG.#: ;wDnSn
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PERIMETER SEALANT J
BY OTHERS
MIN. SUBSTRATE
EDGE DISTANCE /—BYOTHERS
MIN.
V11011A EMBEDMENT
1/4" MAX.
SHIM SPACE
EXTERIOR u INTERIOR
VERTICAL SECTION
6 THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRAT SPACE
BY OTH ERS
t\ INTERIOR
EXTERIOR
1/4" MAX.
SHIM SPACE
INTERIOR p f
PERIMETER SEALANT
BY OTHERS
EXTERIOR
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
rff� HORIZONTAL SECTION
6 THROUGH FRAME (JAMB)
MIN. EMBEDMENT SUBSTRATE
r-- / BY OTHERS
W
W Z
Z N
O C=o O
1/4' MAX.
SHIM SPACE
EXTERIOR INTERIOR
C HORIZONTAL SECTION
6 NAIL FIN (HEAD)
REINFORCEMENT DETAILS
0 83" � � �0.87" [— 0.34"
11 f 0.13"
0.77" 9 I �'1 0.46"
INTERIOR T 04� 0.06" 0.87'
O LOCK RAIL ALUMINUM TOP
O ALUMINUM LOCK NG RAIL O ALUMO UMW RAIL &SASH
MIN. EDGE
DISTANCE
D� HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) 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 OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/21NCH 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 STACKTO BE 3/81NCH. 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.
S. 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 IAMB TRACK, USE FLAT HEAD ANCHORS.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG=0.55
#8 WOOD SCREW
I.S.
0.75'
PAN HEAD
NAILING FIN
METAL: 18 GAUGE St-1,
q0 TEK SCREW
3 THREADS MIN
MIN. Fy = 33K51
PENETRATION BEYOND
0.50,
METAL
010 PAN HEAD IN
1.5'
0.75'
EXTERIOR CHANNEL
WOOD: MIN. SO.0.55
010 FLAT HEAD IN THE
1.5'
0.75'
INTEMORCHANNEL
010 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL: 18 GAUGE SI-I,
METAL
THROUGH FRAME
MIN. Fy = 33KSI
NFLATHEAD IN THE
3 THREADS MIN
INTERIOR CHANNEL
IN
PENETRATION BEYOND
0.50'
METAL
CONCRETE: Pc=3000PSI
9/16'ITWTAPCON
125'
1.75'
FLATHEAD
MASONRY: CMU Per ASTM
3/16'ITWTAPCON
125'
1.75'
C90 MIN. 2000 PSI
FLAT HEAD
Silver Line
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ONE SILVERUNE DRIVE
NORTH BRUNSWICK. M 09902
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398 E DANIA BEACH BLVD. / 33B
DANIA BEACH. FL 3300i
FBPE CERT. OF AUMORIZATION N. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
I