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FL# FL19715-R4
Application Type Revision
Code Version 2017
Application Status Approved 1 q R Y+ PY
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902 RECEIVED(651)264-4178
Nicholas.Kopp@andersencorp.com
JUL 10 2018
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com permitting Department
St.Lucie Col
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
Compliance Method Evaluation 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 12/31/2019
Validated By Locke Bowden P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14.0f
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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtvAD/o2bxmzk 1 hGufB... 7/9/2018
,Florida Building Code Online Page 2 of 2
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.odf
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 odf
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.pd
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.Ddf
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 t
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.[)d
Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes
Back Nez -
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:
Credit Card
Safe
https://floridabuilding.oriz/t) r_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk1hGufB... 7/9/2018
Silver Line
m SILVER LINE BUILDING PRODUCTS ��'� '
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FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION
BEEN EVALUATED ACCORDING TO THE FOLLOWING: �++
i
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL F i
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94
• REMARKS BY DATE
ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1886-05
6TH TBC EDITION lM06/141171
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/1.5.2/A440-085 REINFORCEMENT DETAILS HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAINWIND FORCE RESISTING SYSTEM CAPABLE Of u+D SHeuxor se umoou¢ow wxa[ax vun
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT unx•inrs.•oomaxz xls«WHnxs,
w••orrsro tars oocuxcxrnBE xm vE•Mrt1FDNO
LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. Re..nsigned111 by qT grP,s�F�.No ero,Te t
43/64"O.A.I.G.LAMINATED GLASS Reason I �,lA�k"l,mg hMgp�pment
Date 2Eyc� �38`J5 (j50?7,,
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: ♦ 1
i ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR 1/8"ANNEALED GLASS `��Q' •<C,p���
FURTHER DETAILS OF BUCK INSTALLATION. �{ 7/32 STEEL SPACER S.Z• •• �•O
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLEX PVB INTERLAYER BY
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32"ANNEALED GLASS :• T T ;'
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, Q •• ( P;' 4Q
F A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INS'S •����
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT \ / �ONA1-E
IL APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR EXTERIOR / INTERIOR luto, .%%0
g AH,. I BUBLE O DROPS. e
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED I zs c Dwu BM BEw. w
ON THIS PRODUCT IN AREAS REQUIRING IMPAR �A HO EL
STEEL SPACER EBPE artT.a urntaaIZATwN Nn 2aB7e
8 RESISTANCE. \ � FL p:
MIN.GLASS F L 19 715
6. WINDOW FRAME MATERIAL:PVC OR 3/32" BITE 7/16"
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:
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23. GLAZING DETAIL 1 LMS I HFN
B. 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.8: SWD011
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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MIN. SUBSTRATE 1/4"MAX.SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS 3 BY OTHERS
INTERIOR BY OTHERS MAnde'rseri
SCREW IN THE INTERIOR
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MIN.
MIN. EDGE DISTANCE
EMBEDMENT l7 v ONE SILVERUNE DRIVE
SCREW IN THE EXTERIOR z NORTH BRUNSWICK,W 08901
CHANNEL Z 4 PH:SWw 13 228
PERIMETER SEALANT 1/4"MAX f w
BY OTHERS SHIM SPACE PERIMETER SEALANT zo Z
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EXTERIORMIN. SHIM SPACE N F t OEXTERIOR INTERIOR Q
EMBEDMENT EXTERIOR INTERIOR o o I,Y w i
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6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 3 °�g o
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INTERIOR �'�. L-�'� REMARKS BY DATE
W Z 0.77" �.i 06/
6TH FBC EDITION LM 11/17
INTERIOR T7� 0.46"
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INSTALLATION NOTES: ANCHOR SCHEDULE ']•�_
c METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE
8 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE
F 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR WOW:MIN.SG:0.55 'yB WOOD HHEAD
,.s O.TS• �0� p.;•� w;:
PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. NAILING FIN �MIN , F
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2 INCH THE DEPICTED LOCATION& M�MN.Fy=333KSI ��K� PENETRA�TIONSBEYOND o0.50• NAL
METAL
SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE � ,IaE
NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EXTERIOR#10 PAN HEAD IN 1.5• 0.75• Biw�Mo°oR :�
>W E DANA BEAW BLW./]Y
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM WOOD:MIN.50=055 POPE�W AURA CIPI t�76
STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED kIN FLAT HEAD IN THE
INTERIOR
DHANNEL ,.5• D.Ts FL" FL19715
OF HIGH DENSITY PLASTIC OR BETTER.
~ k10 PAN HEAD IN 3 THREADS MIN
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, PENETRATION BEYOND o.w•
FOAM,BRICK VENEER,AND SIDING. ExrERKM CHANNEL METAL 12.11.17
F
THROUGH FRAME METAL 1B GAUGE SMN, DATE:
$ MIN.Fy=33KSI 3 THREADS MIN
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR #10 FLAT
TH AD I NTHE PENETRATION BEYOND o.30' DWG.BY: CHK.BY:
HAVE A CORROSION RESISTANT COATING. METAL LMS H FN
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE:f--3000PS1 3/1s ETM'TAPCONFLAT HEAD 126, 1.76' SCALE: NTS
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.p: S A/DO1 9
B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION RY.CMU PRI ASTMtits ITW TAPCON 1.25• 175• SHEET: J V V 11
INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM CBO MW.2000 PSI FLAT HEAD
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OLF5