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Application Type
Code Version
Application Status
Comments
Archived
Florida Building Code Online
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FL14911-Rll �p
Revision
2017
Approved JUL 2 2 920
Approved
ST. Lucie COunty, Permitting
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive ����
North BrunswicK, NJ Og902T 1
(732) 435-1000 j111111�- .1fAp11. pL UU.V
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.com HEVIEWE® FOR
Technical Repsentative Jon eerrian %ODEC/+OMPLIANTCE
rn
Address/Phone/Email One Silverline Drive S a , LUCIE COUN i Y
North Brunswick, NJ 08902
(732)435-1000 BOCC
jonberrian@slbp.com vv
Quality Assurance Representative
Address/Phone/Email
Category
Windows -!A
Subcategory
Single Hung rr
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 the Hermes F. Norero, P.E.
Evaluation Report
Florida License
PE-73778
Quality Assurance Entity
Window and Door Manufacturers Associatlon-QA
Quality Assurance Contract Expiration Date
08/03/2021 -
Validated By
Locke Bowden P.E.
J Validation Checklist - Hardcopy Received
Certificate of Independence
FL14911 Rll COI COI Silverline SS 2017-06-14.p�f
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA1101/1.5.2/A440 2008
AAMA(WDMA/CSA/101/l.5.2/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
httpsltloridabuilding.org/pr/pr_app_d8.aspx?pamm--wGEVXOwtDquZRj59%2fDnQlbidSCxBgXOAG%2bvoMHV6FkgdHGU%2f4khcga/o3dp/o3d 113
624/2020 Florida Building Code Online
IV
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
Summary of Products
FL* i Model, Number or Name
! Description -
491
14911.1 VI Series/50 Sedes (2000)
iSingle-Hung Window
Limits of UseI
Installation Instructions -
1 Approved for use In HVHZ.- No
I FL14911 Ril 11 SWD017 SS 2018-10-11 qgF
I Approved for usebublde HVHZ: Yes
1 Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
I Impact Resistant: No
; Created by Independent Third Party: Yes
Design Pressure: N/A
; Evaluation Reports
i Other. See Installation Instructions and Product Evaluation
I FL14911 RI I AE PERS140 SS 2017-10-20 2d1
I Report for allowable design pressures, sizes, installation
Created by Independent Third Party: Yes
requirements and limits of use.
14911.2 VI Series/50 Series 2111
( )
j Single -Hung Window
�
Limits of Use
i Installation Instructions
j Approved for use In HVHZ: No
EL14911 RI1 11 SWD018 SS 2018-10-11 d
Approved for use outside HVHZ: Yes
; Verified By: Hermes F. Norero, P.E. Florida RE. 73778
Impact Resistant: No
Created by Independent Third Parry: Yes
Design Pressure: N/A
iEvaluation Reports
Other: See Installation Instructions and Product Evaluation
`. FL14911 Fill AE PER51a1 SS 2017-10-20.q_df
Report for allowable design pressures, sizes, Installation
Created by Independent Third Party: Yes
requirements and limits of use.
14911.3 ; V3 Series/50 Series (2200/2300)
._
I Single -Hung Window
Limits of Use
...---- __......... ...
Installation Instructions
Approved for use In HVHZ: No
i FL14911 RIl II SWDD19 SS 2018-10-11 pslf
Approved for use outside HVHZ: Yes
I Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
I Created by Independent Third Party: Yes
Design Pressure: N/A-
Evaluation Reports -
Other. See Installation Instructions and Product Evaluation
I FL14911 RI1 AE PER5142 SS 2017-10-20.pLf
Report for allowable design pressures, sizes, installation
Created by Independent Third Party: Yes
requirements and limits of use.
14911.4 ! VI Series/70 Series (2127)
I Single -Hung Window
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
! FL14911 RI1 It SWD049 SS 2018-10-11.Mgf
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
iEvaluation Reports
Other: See Installation Instructions and Product Evaluation
FL14911 R11 AE PER5485 SS 2018-02-14 p f
Report for allowable design pressures, sizes, Installation
j Created by Independent Third Party: Yes
requirements and limits of use.
j 14911.5 ; V1 Series/70 Series (2127) i'Single-Hung Window
Limits of Use
Approved for use In HVHZ: Yes
�- Approved for use outside HVHZ: Yes
Impact Resistant•. Yes
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, Installation
requirements and limits of use.
114911.6 Vl Series/70 Series (2907/4907)
Installation Instructions
FL14911 R11 11 SWDO50 SS 2018-10-11.pdf
Verified By: Hennes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14911 Rl1 AE PER5486 SS 2018-04-19.pff
Created by Independent Third Party: Yes
igle-Hung Window -
Limits of Use i Installation Instructions
Approved for use in HVHZ: No 1 FL14911 RLI It SWD053 SS 2018-10-1l.p-df
Approved for use outside HVHZ: Yes I Verified By: Hennes F. Norero, P.E. Florida P.E. 73778
https:lModdabuilding.org/pr/pr app_d8.aspXtparam--wGEVXOwtDquZRj59°/r2Mrx2lbtdSCx8gXOAG%2bvoMHV6Fk8dHGU%2f4khcg%3d%3d 213
6/24/2020 Florida Building Code Online
a I Impact Resistant.• No Created by Independent Third Party: Yes
Declpn Pressure; N/A Evaluation Reports
other: See Installation Instructions and Product Evaluation 1 FI 14911 R11 AE PER5884 5S 2018-08-17 qd
Report for allowable design pressures, sizes, installation ' Created by Independent Third Party: Yes
requirements and limits of use. I
00
nCo taguq;: 1601 Waits" Road TaAaha,ama R.32399 Mon- 850487-1824
The State of Ro,da Kan A)VE employer. I;,7&nht 200T-2013 State of Rldda.:: Privap Statement :: atte a nM StammeM :: n.fvM stMemaM
-lodda law, email addmsam are public rtwnls. If you do not want yaw a -mall addmm rtkased in response loco a Wblic-records requem, do not mmd eie ronlc
hK mdty. Instead, mntam [he omm by pMne a by traditional mall. If You have any questions, pleam mmdG 850.487.1395. *Nm,MI m senkn 455.275(1),
na as, effective October 1, 2012, lkenseae noosed under Chapter 455, F.S. must provide die Department with an email addles if they have one. the anneal
d may M usM w ofa n mmmuNodon,10 Ina a made. t fabler a he addrea To arc pubMif YM . If you do opt wish m supply a personal address, please
tha MpartmeM with an email addes whlN can be mode available m Me pudic To determirw if You are a acvrsee u:Wer C11aDty 455, F.S., please tlkt 11M.
Product Mprwal •ecapb:
CM ® ® Ei
Credit Card
Sate
httpsJ/8oddabuilding.orglprl app dtl.aspic?par8m--xGEVXOwtDquZRi5g%2fDr3QlbtdSCz8gX0AG%2bvoMHV6FkedHGU%2f4khcg%3d%3d 3r3
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RATED)(HVHZ)
GEWIALLNOfFS:
1. THE PRODUCT SHOWN HEWN 6 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (MCI, INCLUDING HWEE AND HAS
BEEN EVALUATED ACCORDING TOME FOLLOWING:
TAS 201AA
• .. TAS 202.94
TAS 203A1
• ASTM E33602
• ASTM E108605
• ASTM E1996-06/09/12
• AAMAVWDMA/CSA 101/1&2/AA6DOB
2.ADEQUACY OF ME EXISTING STRUCTURAL
CONCRETE/MASONRY, IX FARMING, AND METAL FRAMING
AS MAIN WIND FORCE AESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRAW ARING APPLIED PRODUCT
LOADS TO THE FOUNDATION 6ME RESPONSINUTY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1K AND 2X BURS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 WE
RESPONSIBILITY OFTNE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
A. THE INSTALLATION MAUL DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFIECTACTUAL CONDITIONS TOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO OEWATE FROM THE REQUIREMENTS DETNLED HEREIN.
A UQNSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS TOR USE WITH THIS DOCUMENT IN
NONMVHZ AREAS IN HVNZ AREAS. ONETIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-0ADE MR OR
M.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REOUINNG IMPACT
RESISTANCE.
6. WINDOW FAME MATEMAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBQ WOOD
COMPONENTS SHALL HAW BEEN PRESERVATIVE TREATED
OR SHALL BE OF DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
S. GASE MEETSTHE REQUIREMENTS Of ASTM E LIDOGLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MA%OWRALLSOE
CONFIG.
DESIGN
PRESSURE
TING
IMPACT TING
IMPACT RA
MIGHT
52'
13'
1 CAL
•5S/'60PSF
LW/$Ml
TABLEOFCON7ENTS
SHEET
REWSMN
SHEETCESCRIPTION
1
-
GENERALNOTES&GLAZINGDETAIL
2
ELEVATION A ANCHOR LAYOUTS
3
-
VFATIGLSfCTIOXS
A
HONIZONTusECT m
S
HORQONTAI& VERTICAL SECTIONS, INSTALLATION HEM
REINFORCEMENTDETMLS
43/66' O.A. I.G. LAMINATED GI/SS
CONSISTING OF:
1/0-ANNEALED GLASS
I..�
7/32'51EELSPACFR
3/32- ANNEALED BUSS
0.090 A BY
CHEMIVB CAL COMP
FASTMAN COMPANY
STMA
EDGLASS
3/32"ANNEALED GLASS
EXTERIOR INTERIOR
1
STEELSPACER =�V, K
MIN. 7/16"
LASS
1/8" ON 3/32• BITE 7/I6'
SETNO BLOCK
DOVE 995 SEALANT
GLAZING DETAIL 1
NOW
ALiII ALNG CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
v S A OF y+
QED ''(.s O
'orw°Ww�aa m:�
� I9rI. v .ufNVDa N. bOn
FLO:
FL14911
DATE: 01.23,18
D. BY:
HR HFN
CHK. BY:
SCALE: NTS
DWG. N: SWD050
SHEET:
:
0
MY
ELEVATION
SINGLE HUNG WINDOW
3' N
FRI
CORI
6.
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
MAR. 6.25' Mm
D.C. FROM
CORNERS
NOTE:
IMSFENERSABOVE
THE MEETING RAIL IN
THE INTERIOR IAMB
TUCK MUST BE FLAT HEAD
.1.
12.S0' MAIL
D.C.
63S' MAK. .1
FROM
CORNERS
ANCHOR LAYOUT
THROUGH FRAME - SINGLE HUNG WINDDW
SitverLine
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FL14911
DATE: 01.23.18
DWG. BT: CHK. By'.
HR HFN
SCALE: NTS
owc. a: SWDO50
SHEET: 2
E GLAZING
TAIL, SHEEP 1
INTERIOR
SEEGLAZING
DETAIL, SHEET 1
A VERTICAL SECTION
3 NUL HN
E GLAZING
TAIL, SHEET 1
INTERIOR
SEE GLAZING
DETAIL, SHEET 1
VERTICAL SECTION
3 THIN FRAME
alc wu as a�a
m mrt s a ri�ae� mn
EL P
FL14911
DATE: 01.23.18
SCALE:
DWG. E:
N
SECTION FOR
BLOCK &TACKLE SEEGLABNG
MMCERS��_\ DETAIL SNfETl
O
SEEGLAEING
% DETAILSHEET S
INTERIOR
EXTERIOR
- 0.LO.
MA%. FRAME WIDTH
HORIZONTAL SECTION
q urpmR
INTERIOR
EXTERIOR
- D.L.O.
MAR. FRAME WIDTH
HORIZONTAL SECTION
q IOWERNLSN
SECTION FOR
SEEGIAZING CONSTANTFORCE
DETAILSHEETI (BALANCERS
T._.
Sliver Une
wa.ev&A
1B'
nza
mall �
n— E Rod,
o 9'I
�m
= m
es
FIE:
FL14911
oaTE: 01.23.18
SCALE:
DWG.0
4
PERIMETER!
BY
MIN. SUBSTRATE 1/4'MAR.
EDGE OLSTANCE If. -By OTHERS SHIM SPAN
INTERIOR
MIN.
EMBEDMENT
f UNT —{ I/ W
3THERS SHIMSPACE
PERIMETERSFAL
BY OT3
EXTERIOR
EXTERIOR INTERIOR
BY
VERTICAL SECTION
�TMOUDN FRANE (NFAD)
SUBSTRATE
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
�s
SCAEWINTHEEXTERIOR
CHANNEL
a
z�
so
MIN.
EMBEDMENT
T HORIZONTAL SECTION
6 THROUGNFRAMEIWAB)
. D.B3'
0.77" 0.9'
INTERIOR T
O1 1 LOCKRAILTOP 2
ALUMINUM
MIN. EDGE
DISTANCE
THORIZONTAL SECTION n��/ VERTICAL SECTION
6 NAIL FINWLMB) C6J MEMNG STILE
INSTALIAT WN NDTFS:
1. ONE(H INSTALLATION ANCHORISREQMREDATF NANCHORLOCATIONSMM.
L THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISNE MINIMUM NUMBER OFANCHORSTO BE USED FOR PRODUCTINSTALIATION OFNE
MA%IMUM SIZE lRTFO.
3. INSTALLINONIDUAL INSTALLATION MCHOM UNINATMEWM OF 31/1INCHTME OENCND LMnON &SPACING IN THEMMORLAYONT
DETAILS E. WINOUTCONSIDERATION OFTOIEMNCES). TOIERANCESAAE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TONE NEXT.
A. SHIM A9REQUIRED AT EACH INSTALLATIONANCHORWITH LOAD BEARINGSNIM(S).MAXIMUM ALLOWABLE SHIM STACKED BE3/8 INCH. SHIM
WHERE SPWM OF 1/16INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OFNIGH DfNSITYPIASTICOR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED IOPDONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
gSMFCEREQUIREMLN MESTILLMETWRHINNECORREtPONDINGHMTSUBSTMM.SEEGENfMLNOTEE3ONSHMIFORMOUE
INFORMATION.
6. MINIMUM EMBEOMENTAND EDGE INSTANCE EXCLUDE WALL FINDNLS, INCUDING BUT NOTUMITEO TO STUCCO, FOAM, BRICX VENEER ANO
SIDING.
T. INSTALLATION ANMORSANDASSOCATEO HARDWARE MUST BE MADE OF CORROSON JIMSTANTMMENALOR UVE A CORROSION RESISTANT
COATING.
& TOR HOLLOW BLOCKAND GROUT FILLED BLOCK DO NDTINSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS EDGE DISTANCES MEASURED
FROM FREE EDGE OF BLOCX OR EDGE OF MORTARMINTINTD FACE SHELLOF BLOCK,
9. INSTALIATIONMCHOASSMLLBEINSTAUDINA=RDANME ANCHMR UFACTURERYINSTA MONINSTRUMOW.ANDMOOM
SHALL NOT BE USED IN SURSTMTES WITH STRENGIHSLESS TUN THE MINIMUM STRENGTH SPECIFIED BYNEANCHOR MANUFACTJRER.
IQ FOR INSTALLATION ANCHORS ABOVE THE MEETING BAIL IN THE INTERIOR JAMB TUCXM USE FLAT HEADANCHORS,
MIN.EMBEDMENT
EXTERIOR EL INTERIOR
HORIZONTAL SECTION
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
L-11 0.36'
F—O.BT
IIf
L
Q13'
�j'�
I +I 1^ 0.46"
O,w
OAS'
0.87'
LOCK MEETING RAIL O
BOTTOM LIFT RAIL & SASH
ALUMINUM
ALUMINUM
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FLO:
FL14911
DATE: 01.23.18
owGBY HR EH HFN
SCALE: NTS
OWG.N: SWD050
SHEET:
SL S