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BCIS Home Log In User Registration Hot TopicsSubmit Surcharge t Stats&Facts Publications Contact Us BCIS Site Map.1 Links Search
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Product Aooroval Menu>ProduR or Aoollcation Search>Aoolication List>Application Detail
k? t FL# FL19715-R4
Application Type Revision
Code Version 2017
Application Status Approved
h� Comments
L Arch ived C
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f'O Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.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 Windows
Subcategory Single Hung
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L Evaluation Report-Hardcopy Received
i
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 12/31/2019
Validated By Locke Bowden P.E.
C Validation Checklist-Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14.Ddf
I
Referenced Standard and Year(of Standard) Standard Year�
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2012
ASTM E330 2002 ,
TAS 201 1994
TAS 202 1994
TAS 203 1994,
Equivalence of Product Standards
Certified By
I
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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk 1 hGuf... 7/29/2019
Florida Building Code Online Page 2 of 2
j
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 12/29/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL19715 R4 II SWD002 SS 2017-12-15.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 Installations Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.Ddf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD012 SS 2017-12-15.1)df
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER5376 SS 2017-12-15 Ddf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved,for use in HVHZ:Yes FL19715 R4 II SWD010 SS 2017-12-18.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER4805 SS 2017-12-18.1)df
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD011 SS 2017-12-18.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-12-18.Ddf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
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i
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
emaiis 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:
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Credit Card
Safe
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https://flondabuilding.org/pr/pr app_dtl.aspx.param--wGEVXQwtDgtvA/o2bxmzklhGuf... 7/29/2019
Silver Line
SILVER LINE BUILDING PRODUCTS hy:A' 6
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• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI
• TAS 202-94
• TAS 203.94 2 - ELEVATION&ANCHOR LAYOUTS
REMARKS BY DATE
• ASTM E33D-02 3 - VERTICAL SECTIONS
• ASTM E1886.05 6TH FBC EDITION ue 06/24/12
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WOMA/CSA 101/I.S.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMINGBE '
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WONOSIIWRrtIFN CONSEHf 0 ELrtD'NO DROM,O!C
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CONSISTING OF: Date:2 f $855: ds?"',
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3 ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR 1/B"ANNEALED GLASS
FURTHER DETAILS OF BUCK INSTALLATION.
7/32"STEEL SPACER Z: .0
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLEX PVB INTERLAYER BY * C *+
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32"ANNEALED GLASS :• T T
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, , %OT•••. C OP;� _�
F ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPEC / �� (� •'•••...•••'� Cj.� ���
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S. WINDOW FRAME MATERIAL:PVC SETTING BLOCK
7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12,11.17
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DWG.BY: CHK.BY:
44 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN LMS H F N
CHAPTER 23. GLAZING DETAIL 1
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE: SCALE: NTS
GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SW D011
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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_ INSTALLATION NOTES: ANCHOR SCHEDULE 7 _
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE
p 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE p T T 41
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WOOD:MIN.50=03N9 WOOD SCREW 5 LE 0.7E <4
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USEDPAN HEAD
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METAL:IE GAUGE 6le91, N9 TEK SCREW P3THREADSMIN
ENETRATION BEYOND 0.60• ��/ `s/ONAI-E�S%�
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH THE DEPICTED LOCATION& MIN.Fy=33KSI MEAL *',If,
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SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE 010 PAN HEAD IN FLORIDA P.E.D No 7377E
1.5' 0.75' BUIINA DROPS.Ok
5 NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. Exrealoa CHANNEL 322E D NIA BCH aw. 33E
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6 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM
STACKTO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL 1.5• °'TE FL n:
OF HIGH DENSITY PLASTIC OR BETTER.
3THREADS MIN 9
M10 PAN HEAD IN F 9/ 1 S
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, EXTE PAN CHANNEL PENETRAnON BEYOND 0.60•
IOR
FOAM,BRICK VENEER,AND SIDING. THROUGH FRAME METAL:18 GAUGE Steel, METAL DATE: 12,11,17
MIN.Fy=33KSI N10 FLAT MEAD IN THE 3THREADS MIN DWG.BY: CHK.BY:
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR PENETRATION BEYOND 0.60• LMS H F N
HAVE A CORROSION RESISTANT COATING. INTERIOR CHANNEL METAL
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE:PF3000PSI 3116•RW TAPCON 1.75• 1.76• SCALE: NTS
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. FLATHEAD DWG.M SW D011
B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY:CMU Per ASTM 3116'rrW TAPCON 125• 116• SHEET:
INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM C90 MIN.2000 PSI FLAT HEAD —
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
----- --- --— _ 9. FOR INSTALLATION ANCHORS ABOVE TH-E MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5