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Code Version 2017 FL# 14911
.Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product.Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ( ALL
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FL14911-RII Revision Silver Line Building Products Corp. Locke Bowden P.E. Approved
History Category:Windows (334)300-1800
Subcategory:Single Hung
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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
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. r�yy- --}`,
Product Approval Accepts: PIECES V '
NOV 0 6-2019
Credit Card
Safe.: - ST. Lucie County, Permitting
COPYz
10/31/2019
Silver Line
SILVER LINE BUILDING PRODUCTS CORP. qJ��
r _
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) OH BRUNWICKON08
NORTH BRUNSWICK,N108907
PN:Sam 7341270
(IMPACT RATED)(HVHZ)
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. GENERAL NOTES:
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1. THE PRODUCE SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION WIDTH HEIGHT CIMPACT RATING SHEET REVISION SHEET DESCRIPTION \/`
ONFIG. DESIGN MISSILE > W
FLORIDA BUILDING CODE(FBC(,INCLUDING HVHZ AND HAS PRESSURE
BEEN EVALUATED ACCORDING TO THE FOLLOWING: /a
• TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL
a
• TAS 202-94 1 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY I DATE
• ASTM E330.02 3 VERTICAL SECTIONS
x • ASTM F86-02
• ASTM E1996-06/09/12 4 - HORIZONTALSECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OFTHE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING rxsuarANAraxss.AusoOsauRFn NFAaNARecwwc
J Axe—NOrRetRCTAC OOR.nieNSFO.....L
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF srtciFs�rzmxsmoxsuusewsrAUAnaxroOFvure
1 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT FROM MMUMMNRPET ONFANN,Ase 0
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE rNaNEARams7sxAurwsm nc
,1 ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Digitally sig�nggl�yWArf09jF/.Norero,P.E
INSTALLATION. Reason' %4 sd pent
43/64"O.A.I.G.LAMINATED GLASS Date: tb .38. DTi
3. 1X AND 2XBUCKS(WHEN USED SHALL BE DESIGNED AND CONSISTING OF: ,� .. �S.
R ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS ��� �•E••S••• 'P ��i
(I STRUCTURE.BUCK DESIGN AND INSTALLATION 15THE 7/32"STEEL SPACER O
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS N .7 7
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY *.
EASTMAN CHEM ICALCOMPANY •4 S A_ OF. 0:
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS ^ �!
s GENERIC AND MAY NOT REFLECTACTUALCONDITIONS FOR �0, O IDpx.'•
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
DEVIATETO REQUIREMENTS
A LICEN ED ENG N ER OR ARCHITECT SHALL PREPARE ISITE
EXTERIOR
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN / INTERIOR
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT I FLORIDAA ,DROPS..INC
INCE
y APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I ou2nAalCH U
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AHJ. \ FM OnRETµs AUJH ON No 2957e
STEELSPACER
s S. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT REQUIRED MIN.GLASS F`R` F L 14911
ya ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BITE 7/16"
RESISTANCE. SETTING BLOCK /
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01,23.18
$ DWG.BY: CHK.BY:
s 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL HR HFN
r, COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SWD050
1 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1,FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
' OF 5
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Silver Line
tr1ATIdCUf1
ONE SILVERUNE DRIVE
NORTH BRUNSVACY,NI 08902
PH:800 2344228
MAX.OA FRAME L7 n o
WIDTH 52" Di N g a¢ R
MAX.D.LO. `�v o Q3
WIDTH 47.16 a o
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ALL FASTENERS ABOVE W s
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TT THE INTERIOR JAMB a
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MAX.D.LO.
HEIGHT'LO' O.C. REMARKS .BY DATE
12.50"MAX.
MAX.OA FRAME D.C.
iSs HEIGHT73"
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CORNERS CORNERS ' 4
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ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ��..cc.��c o �`".�
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ��i�cS.O
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FLORIDA PE Na 75778
BUEDOM DROPS.INC
318 E.DIA BE1101 BLW./178
,7 DNM BEACN,fL 1700
' EDPE CTAT.OF AU7X0(tl7ATKN No 19578
FL N. FL14911
Y DATE: 01.23.18
DWG.
CH HFN
. _ SCALE: NTS
Y DWG.#: SWD050
e SHEET: (�
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Silver Line
MAnderTi
ONE SILVERUNE DRIVE
Q NORTH BRUNSWICK,N7089D2
PH:600 13442ZB
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DATE: 01.23.18
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DWG.BY: CHK.BY:
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A SCALE: NTS
A VERTICAL SECTION g VERTICAL SECTION DWG.#: SWD050
;4 3 NAIL FIN 3 THRU FRAME SHEET:
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ONE SILVERINE DRNE
NORTH BRUNSWIM NE 08902
PH:BDO 234-4228
SECTION FOR INTERIOR SECTION FOR Z n Z h
BLOCK&TACKLE CONSTANT FORCE w N o V
SEE GLAZING SEE GLAZING '.� �
BALANCERS DETAIL SHEET 1 DETAIL SHEE71 BALANCERS u9 3 Fi ¢4 C `g
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EXTERIOR ¢ ,®
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MAX.FRAME WIDTH
C HORIZONTAL SECTION
4 UPPER SASH
ExeuuMOAEwx DESAnsOrsnieenxEBOxAs2eexEAK
AxD xur xm BUMcr ACNAI mxOmOxs we�sEEDac
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Y SEE GLAZING SEE GLAZING Ex"o"Dnn°nirm oxuuwimTMomaMe�rErEOf1C
iDETAIL SHEET I INTERIOR DETAIL SHEET 17 ,,```��T
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i10100A P.L No 73770
BUEONO MOPS INC
INC
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E OANIA BEACH BL 1338
• f TBPE CERT.OF AAUMmQ 3TION7➢DNN.M7E
MAX.FRAME WIDTH
sFL#:
p HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.a: SWD050
SHEET:
OF 5
1/4"MAX. MIN.EMBEDMENT
MIN. SUBSTRATE SUBSTRATE SUBSTRATE Silver LbyAndine
BY OTHERS SHIM SPACE 3 BYOTHERS y BYOTHERS
EDGE DISTANCE INTERIOR
SCREW IN THE INTERIOR
CHANNEL
L MIN.
MIN. EDGE DISTANCE ONESILVERLINEORNE
EMBEDMENT SCREW IN THE EXTERIOR wZ NORTH BR800123 22 BBBOT
Q PH:800 T36dT28
CHANNEL z
PERIMETER SEALANT —� 1/4"MAX. PERIMETER SEALANT O uJ ?
BY OTHERS r SHIM SPACE BY OTHERS SHIM SPACE z� 6.;�8 a ;�$
EXTERIOR MIN. EXTERIOR INTERIOR y 3 8500 Fs X
EXTERIOR INTERIOR EMBEDMENT w O i z rz 3At
HORIZONTAL SECTION
WOg
VERTICAL SECTION g HORIZONTAL SECTION C s
6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) O
N� OZw }m
rl=
1/4"MAX. REINFORCEMENT-DETAILS
W _ �a
SUBSTRAT F
BY OTHERS SPACE 0.34" F Q
0.87" ,_ a
INTERIOR 2 - 1 —x`83' REMARKS 8Y DATE
0'777— o r �J 0.46„
EXTERIOR INTERIOR I� 0.06" 0.87"
�
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LOCK a g 7EXTERIOR O LOCK RAIL ALUMINUM
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ALUMINUM NG RAIL O ALUMINUM
M�RAIL&SASH elxfTABA10N DeTALLSDEO BEDNFAf u1=1
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MIN.EDGE `111111111 J1j�
DISTANCE
HORIZONTAL SECTION E VERTICAL SECTION
I) 6 NAIL FIN(JAMB) 6 MEETING STILE ` .;���E••S.�', .po��
INSTALLATION NOTES: * N '7
ANCHOR SCHEDULE
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN:EDGE
DSTANCE 5� S A OF
'! 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.sG=0.6fi aB POAIOLH t.fi• 0.76' �j�O,� O (QSCREW
P=:•((��
MAXIMUM SIZE LISTED. NAILING FIN 3THREADS MN ��Z*
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT MCTM.Fy=33K99teol, IIBTEKSCREW pENET METANLBEYOND D.9D• �� O E� ��
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION.ANCHOR TO THE NEXT. xEtal fl x6RdA.1aa
010 PAN HEAD IN RDWOA PE No 7377E
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM
EXTERIOR CHANNEL 1.fi• 0.76' BIRDNO OROP9,x1C
325 E DANA BEACH ELW./330
WHERE SPACE OF 1/26 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:ADN.SG ass RPE CERT.OFF ADTxUTH n 3700{
= Owu7la 0.29578
x10 FLAT HEAD IN THE
e S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1.6• U.76' FL R:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE . F L14911
PENETRATION HREAD
INFORMATION. 010 PAN HEAD IN - 3TRATION MIN
EXTERIOR CHANNEL AL BEYOND 0.60•
DATE:. 01.23.18
`4
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME METAL:IB GAUGE Slwl,
MIN.Fy=33KSI 3THREADS MIN DWG.BY: CHK.BY:
SIDING. x10 FLAT HEAD IN THE PENETRATION BEYOND 0.60'
INTERIOR CHANNEL METAL HR H F N
j 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT C
COATING. 3lte•IAT HEAD
SCALE: NTS
CONCRETE: FLAT HEAD 1.25' 1.7fi•
{
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.a: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 3116•ITW TAPCON 1.26• 1.76• SHEET:
• C90 MIN.2000 P91 FLAT HEAD
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.
1
0. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF S
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in EveryDrop! Dania.Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluati®n Report
Of
Silver Line Building Products Corp.
V1 Series/ 70 Series Single-Hung Window (2127)
(Impact) (HVHZ)
for
Florida Product Approval
FL# FL14911
Report No. 5486
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: VI Series 70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions,SW0050
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr. ``` 1,111111l,,1��
North Brunswick, NJ 06902 %% E 0
Prepared by: E
Hermes F. Norero, P.E. N 7
Florida Professional Engineer#73778
Date:01/23/2018 � OF
O S A ..;=
.n O
Contents:
Evaluation Report Pages 1-3
Digitally signed by Hermes F.Norero,P.E. Herme�s'fl Nogd?k P.E.
Reason:I am approving this document Florida No.73778
Date:2018.04.19 00:55:47-04'00'
BUILDING DROPS FL*: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report No: 5486
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method(1)(d)
Product Name: V1 Series/70 Series Single Hung Window(2127)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Building Products Corp. based'on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
See Installation Instructions SWD050,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
J
/2A\\ BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report No: 5486
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current Florida Building Code and State Rules for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization#:QUA2515).
Performance Standards: The product described herein has been tested per:
• 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
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories,Inc.
(FBC Organization#TST1589)
Report: Dated:
NCTL110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
NCTL110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#:QUA2515)
3. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company(Previously Solutia)
Saflex(Vanceva Composites)PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Installation:
Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050)for anchorspacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3