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MW��e„ t���a FL# FL19715-R4
Application Type RevisionFILE COPY
Code Version 2017
i
Application Status Approved
Comments RECEIVED
Archived 0
Product Manufacturer Silver Line Building Products Corp. JUL 9 2018
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902 ST. Lucie County, Permitting
(651)264-4178
Nicholas.Kapp@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@sibp.com
I
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
0 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.pdf
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=wGEVXQwtDgtvA%2bxmzk l hGuf... 7/10/2018
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.pdf
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.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 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.pdf
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.odf
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.odf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
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Contact Us::2601 81a r Stone Road.Tallahassee FL 32399 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privacy Statement::Accesslbllity 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
emalls 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
dick here.
Product Approval Accepts.
Credit Card . -
$41e.
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvAD/o2bxmzkl hGuE.. 7/10/2018
Silver Line
SILVER LINE BUILDING PRODUCTS B3L,/AR&��
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TAS 201-94 O/X +55 -60 PSF LMI/SMI 1RESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION. �+
BEEN EVALUATED ACCORDING TO THE FOLLOWING: W
• 52° 73° / - GENERAL NOTES&GLAZING DETAIL F a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203.94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICALSECTIONS
•
ASTM EIS 86-05 ETRFECEDmoN LM DE/u/n
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/15.2/A440-086 - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL -
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLEX PVB INTERLAYER BY �*
0.09 �TIT
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32"ANNEALED GLASS T T S
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, /
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE / ����F •••.,,,,..•' \2���
SPECIFIC
PE IFICDOCHVHZ MEAS.T HVHZ FORUSEWIT0 HISDOCUMENTTIME TIN \� ALE?G``,
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RESISTANCE' ` MIN.GLASS FL a: FL19715
6. WINDOW FRAME MATERIAL:PVC 1/8"OR 3/32" L� BITE 7/16"
SETTING BLOCK
7. IN ACCORDANCE WITH THE 6TH EDITION FBG 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 LMS HFN
CHAPTER 23. GLAZING DETAIL 1
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S. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 SCALE: NTS
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SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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MIN. SUBSTRATE MIN.EMBEDMENT
SHIM SPACE �� SUBSTRATE SUBSTRATE Silver Line
g EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERS b'ADdc•'is�7i
INTERIOR SCREW IN THE INTERIOR
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INSTALLATION NOTES: ANCHOR SCHEDULE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MW.EDGE * '•
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1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE
WOOD:MIN.So-0.84 08 WOOD BCRtW I.E. O.TS ` �
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PAN HEAo �i C)� '•,� OP.' ����
�+ PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. NAILING FIN METAL'I t UGEStwl, OSTEKSCREW p�33T�EADSMYOND ora• ',� S�ONA1-�?�+�``,
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2INCHTHE DEPICTED LOCATION'& Iwl�d4i11iI�I���E
SPACING IN THE ANCHOR LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION OFTOIERANCES).TOLERANCES ARE 010 PAN HEAD IN7S 73rffi
NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EXTERIOR CHANNEL INC
320E.• BURMA DROSas m
WOOD:MIN.SG-0.56 K10 FLATHEAD IN THE POPE TEAL OF ADORATION N.2267E
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 1116 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL t.s• a.7s• FL#:
OF HIGH DENSITY PLASTIC OR BETTER. C I �I L19 Q C
3THREADSMIN F 5
S. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UEtO PAN HEADINTO STUCCO, EXTERIORCHANNEL PENETRATIONBEYOND aro'
GAUGE SIw- METADATE: 12.11.17
FOAM,BRICK VENEER,AND SIDING. METAL:MIN,Fto L
C THROUGHFRAME y-33KSI 3THREADS MIN
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR EDITeERIORHEAD IN CCHANNEL PENETRATION BEYOND 0.50• DWG.ILBAY: CHK.BY:
HAVE A CORROSION RESISTANT COATING. METAL LMS HFN
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE:Tc3aDOPSI arts•FLATAT HEAD EAD 12Wtab• SCALE: NTS EDGE DISTANCE IS MEASURED FROM FREE EDGEOF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK DWG.#: SWD011
B. INSTALLATION ANCHORS SHALL BE.INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION CSO MIN.2000 PSI FLATHEAD 125• 1.75' SHEET:.
INMASONRY:CMU pwASTM 3118•ITW TAPCON STRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF S