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FL# FL14911-118
�a
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(651)264-4178
Nicholas.Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com
Technical Representative ]on Berrian
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
0 jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
W
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
laaaaaal 011 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 08/03/2021
Validated By Locke Bowden
W Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R8 COI COI Silverline SS 2017-06-14 odf
Referenced Standard and Year(of Standard) Standard YOU
AAMA/W DMA/CSA/101/I.S.2/A440 2008
AAMA/W DMA/CSA/101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 2/1/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/21/2017
Date Validated 10/27/2017
Date Pending FBC Approval 10/30/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
14911.1 V1 Series/50 Series(2000) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R8 II SWD017 SS 2017-10 20.odf
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 Installation Instructions and Product Evaluation FL14911 R8 AE PER5140 SS 2017-10-20.odf
Report for allowable design pressures, sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.2 V1 Series/50 Series(2111) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R8 II SWD018 SS 2017-10 27.pdf
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 Installation Instructions and Product Evaluation FL14911 R8 AE PER5141 SS 2017-10-20.odf
Report for allowable design pressures, sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.3 V1 Series/50 Series(2200/2300) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R8 II SWD019 SS 2017-10-27 pdf
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 Installation Instructions and Product Evaluation FL14911 R8 AE PER5142 SS 2017-10-20.pdf
Report for allowable design pressures,sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.4 V1 Series/70 Series(2907/4907) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R8 11 SWD020 SS 2017-10 27.vdf
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 Installation Instructions and Product Evaluation FL14911 R8 AE PER5143 SS 2017-10-21,pdf
Report for allowable design pressures, sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Flontla 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 2/1/2018
A SILVERLINE WINDOWS AND DOORS Silver Line
V1 SERIES170 SERIES
GENERAL NOTES: SINGLE-HUNG WINDOWS (2907/4907) ONE 519EP"N`DRIVE
228U
903
NOPTH UN WICK,NJ 08
PH.BP800 I3P<33P
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION "J Z R
FLORIDA BUILDING CODE(FOC),EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 o d o in g
• AAMA/WDMA/CSA 101/I.S.2/A440-11 i Z O a
p �m o
<wi13Q ED Pqn
2. ADEQUACY OF THE EXISTING STRUCTURAL ':'D
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAINWIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT _` O m m
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE TABLE OF CONTENTS W Llj 2
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
SHEET REVISION SHEET DESCRIPTIONED
INSTALLATION. ,? z a
1 - GENERAL NOTES&GLAZING DETAILS 'u coo an
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ¢
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 2 - ELEVATIONS f- a
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 3 - ANCHOR LAYOUTS REMARKS BY DATE
r RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
'a FOR THE PROJECT OF INSTALLATION. 4 - VERTICAL SECTIONS STH FBC EDITION FM 10/17
x -
d. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 5 HORIZONTAL SECTIONS
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 6 - ANCHOR DETAIL&SCHEDULE
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED rl
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICwBeouT wenreMcaucNWra eunowco ors IN
S DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ sxnnore,Aoomaxs ucxnxc,on orxsx
AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO uuinxcsronlB ooalNirr ulE xorrcBsnrtrto Axo
BE OBTAINED FROM MIAMI-DADE RER OR AHJ.
G Wally signe'tl,b`yy��``f.No,ere.P E
eason I aa((���pTyyqq tFlO0ppyy��nt
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON ale 2�Q,1QQ��33 E0 �I'OOvi
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. `� �N•` ���
.# 6. WINDOW FRAME MATERIAL:PVC 43/64'O.A.
0 "
"
$ INSULATED GLASS 7
( 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS.SEE SHEET 4 FOR GLAZING DETAILS.
EXTERIOR INTERIOR = :• TA
OP:'��
4 DESIGN PRESSURE TABLE ' � s/ONAU VP
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING / STEELSPACER
.
i
400"X68.0" O/X +35/-35 PSF NON-IMPACT yawn HcoEPors,PICP aoe c oANu BFwol a1]005w./.vP
44.0"X 60.0" O/X +35/-35 PSF NON-IMPAR OMPA BFAOI.R/ I rsP[fh]IT.ttF Aunwxxvlw No.ne3e
SILICONE
48.0"X 84.0" O/X +20/-20 PSF NON-IMPACT FL k:
80.0"X 84.0" O/X-O/X +15/-15 PSF NON-IMPAR F L 14911
64.0"X 68.0" O/X-O/X +35/-35 PSF NON-IMPACT
80.0"X82.0" O/X-O/X +20/-20 PSF NON-IMPACT 1/2'�MIN.GLASS _6� DATE: 09,21.17
BITE DWG.BY: CNK.BV
90.0"X 74.0" O/X-O/X +15/-15 PSF NON-IMPACT GLAZING DETAIL CL H FN
71.S"X 60.0" O/X-O/X +35/-35 PSF NON-IMPAR SCALE: NTS
107.0"X 62.0" O/X-O/X-O/X +35/-35 PSF NON-IMPACT DWG.IN: SW D020
107.0"X 74.0" O/X-O/X-O/X +20/-20 PSF NON-IMPACT GLAZING NOTE: SHEET:
• GLASS THICKNESS AND TYPE SHALL /;
COMPLY WITH ASTM E-1300 GLASS �lll
CHARTS REQUIREMENT
OF 6
UNIT MAX. .SlWr Line
WIDTH 48.0" by'
D.L.O MAX.
WIDTH 43.0" UNIT MAX.
WIDTH 90.0"
A
4 D.1-0 MAX.
WIDTH 40.25" ONE SILVERUNE MINE
A NOM BRUNSW",W 0/902
PH:(=I 229
4
..0. 5 B Wp aQR �
.0. 5 .0. 5 W2 zXe
C,I
UNITz a
o
MAX. oC9� ?°s$
HEIGHT UNIT
84.0"
S MAX. W W W m
D.L.O.MAX. HEIGHT A y m
HEIGHT 74.0" 5 X. .X. D.LO.MAX.
39.438" HEIGHT
33.375" c
t- a
REMARKS BY DATE
S 6TH FBC EDITION FM 10/17
r.
f ELEVATION ELEVATION RNONw ND.E
wmnur wuna aaawr a 9uDoa DRDrc xc
urzlunoNx nwmoxx NNxuamND.oR oma
-� NNuowm7o nlNwDlNuruN NmrERwnEDNw
UNIT MAX.
WIDTH 107.0^
D.L.O MAX.
WIDTH 30.917" Z�/•. 'Q�
A _ 7
4 = 'n "r
s ,.0,. 1.0. s NA1-E�G%
UNIT �� \�X
iLONID/P.E.N.73729
MAX. 9O2O9w ova ne
331
HEIGHT A 299 Dom:=ti
74.0" 5 E9rE CM.Or AUMOWATM Ns 21M
fi FL N:
D.LO.MAX. F L 14911
HEIGHT
z
34.438" 09.21.17
DATE:
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
t ELEVATION DWG'"' SWD020
SHEET:
II
OF 6
x Silver Line
MdeisAnen
2.0"FROM wiB
CORNER(TYP.)
ONSILVERUNE DRIVE
4.5"MAX.(TYP.) 2.0"FROM NORTH BRUNMCKNJNW2
CORNER(TYP.) r 4.5"MAX.(TYP.) PH:Boo 23"228
zZ�
d
X30 0 � Paa
T Z
4.5"MAX.(TVP.) 4.5"MAX.(TVP.) W
O O
=N V T m 3
VJ J Z
Q m
�Z ¢
..X.. ..X., � � a
<&
2.0"FROM 2.0"FROM
CORNER(TYP.) CORNER(TYP.) REMARKS BY DATE
$ � � 6TH FBC EDITION FM 10/17
ANCHOR LAYOUT ANCHOR LAYOUT
R NAIL FIN NAIL FIN
WµftHGIRwI1rt�lFXf�axf°f°: s����."oR;��
AI INWMtT AOgnOHS.NGf�u NOT PE OR OTFR
HIS WL MF1rt f
GT TO „11R11"I,'''MT 0
CORNERR(TYP.)OM 4.5"MAX.(TYP.) ,ret•• • 0,'i
2
NAII
4.s"MAX.(TYP.) 7 a.
L
fLgBOA PZBUR11Pq
ptof 1J11B
OPS.IIC
JBB E DANA BFACfI BLM.1 J]B
OANIA BFAfN,R 110D!
feet:mtT.aP AUTHORtrwTgN R>2ss2e
FILM
F L14911
2.0"FROM
CORNER(TVP.) DATE: 09,21.17
DWG.CBL cHKHFN
SCALE: NTS
ANCHOR LAYOUT DWG.#: SWD020
NAIL FIN SHEET:
OF 6
Silver Line
byAn
ONE SILVERUNE ORIVE
NOR /RUNSWIM W 08902
IH:Iml Z3 zn EE
(3n ? 8
W O w"
Nzo E � t
SEE GLAZING W $ ;
DETAIL SHEET 1Irm m
W
y <
� a
} O REMARKS BY I DATE
J
d 6TH FOC EDITION FM 10/17
x
W_
.t O � w�mlo�n�w mllmw[T�xra Niu�Ro eMRe�ic.
q VERTICAL SECTION
EXTERIOR INTERIOR NM m ON
O 5 F O
Qp
SEE GLAZING
O �DETAIL SHEET l
Q �?Jp.� C P. �46w .
ON1.A�I �k```.
NOROM 71
ma vE Ns
K9IA
99N0 uRU►4 9'IC
�owu re n
Eerc mEr,a RunEav�naEl Nw MM
O FL N:
p FL14911
DATE: 09.21.17
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
DWG.N: SWD020
SHEET:
OF 6
Silver L'me
�nE,ar=►�ai
ONE SILVEftNE MM
NORTH BRUNSVAE3,W 0901
PH:1=1 2394229
Z
Lu 0z0 z o.,a RA
W2^ _ Fi o��SS3
O�QOi N L7S L
SEE NOTE I �oz
SEE NOTE 1 SEE GLAZING INTERIOR s m
DETAIL SHEET 1 y J o m m
O J
poo 0 o SEE GLAZING
DETAIL SHEETI W � � a
IIILJ�II SEE NOTE 2 SEE GLAZING
� ~ W
DETAIL SHEET 1 ~
REMARKS BY DATE
x OCA 6TH FBC EDITION FM 10/17
x
y � O ` u,9 NWl Hm a anadKm a vm9lE ONVrt
O m Q Q 0 vnnlourwBlrrEH o2WENra 9UIILpf 9II9P4 aG
umu,aa,.�99RI9Nt 11191a19III910.0 mHER
,, I wwmmrona o9aBNur,uIE R9TPu�9nInuI9
D.L.O.
MAX.FRAME WIDTH ��� SF
A HORIZONTAL SECTION g HORIZONTAL SECTION HORIZONTAL SECTION
RI z.. o :
5 OPERABLE JAMB S MULLION 5 FIXED JAMB _* 7 *+
T T u
...........
�`�
NOTES:
1. REINFORCEMENT REQUIRED FOR:
48.0"X 84.0",O/X,DESIGN PRESSURE+20/-20 FU�MX ft 7373TM
80.0"%84.0",O/X-0%,DESIGN PRESSURE+15/-15 39s WC
E.w u°irDWXnw. 3y
2. REINFORCEMENT NOT REQUIRED FOR: Fm�OF,W�A�
80.0"X 62.0",0/X-OX,DESIGN PRESSURE+20/-20 FL Jf:
}
FL14911
DATE: 09.21.17
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
DWG.#: SWD020
SHEET:
OF 6
Silver Line
MAndeFsed
MIN.EDGE DISTANCE
MIN.
1/4"MAX.SHIM SPACE EMBEDMENT
EXTERIOR INTERIOR oNE sRv[RUNc ORrvc
NORTH BRUNSWICK,NI o850z
SUBSTRATE BY OTHERS SUBSTRATE IBM zeA<zze
r 1/4"MAX.SHIM SPACE BY OTHERS
1
MIN. INTERIOR MIN.
EDGE DISTANCE ?
EDGE DISTANCE "' s
000 Wp w aO� �^E
W2 N ��= ?a
C' o o msPa
MIN. Q 03m °� o,_t
EMBEDMENT s'g-
1/4"MAX. 2 w O a
SUBSTRATE BY OTHERS O SHIM SPACE =Na 3
V)w o m
EXTERIOR INTERIOR V)
MIN. ? a
EMBEDMENT
EXTERIOR
� a
Q` ANCHOR DETAIL ANCHOR DETAIL REMARKS BY DATE
h �B� C ANCHOR DETAIL 6TH FBC EDITION FM 10/17
& U NAIL FIN(SILL) ` J NAIL FIN(JAMB) 6 NAIL FIN(HEAD)
ANCHOR SCHEDULE
s,
INSTALLATION NOTES: METHOD SUBSTRATE ANCHORSCHEDUL MIN EMBEDMENT MIN.EDGE FROM sw,unmKea".oMu wR«EOA.AKi
DISTANCE CORNERS Anxour wunKx mnse or eu�u.rre OKon,Ine
KwnoRsmmAoMErn. cl.nnc, m„EK
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. WOOD:MIN.SG=0.55 #8 WOOD SCREW 1.5" 0.75' 2"
o`1,1AUImviana
NAIL FIN METAL:18 GAUGE 3THREADSMIN uinK°
IIIJJ/
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE
USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. Steel,MIN.Fy=33KSi #8 TEK SCREW PENETRATION BEYOND 0.75" 2"METAL `� �S F. O
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED `�(`�•• ,:�,pO�—
LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF
TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 7
NOTE: _*,
S 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE 'a T T Of
ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER ljj
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C. i O,�••.•N( P;'�<U
SPACING SPECIFIED IS NOT EXCEEDED. �i (c '"••••••"• G�
.� 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
TO STUCCO,FOAM,BRICK VENEER,AND SIDING. v`E
1/4"ITW TAPCON ANCHOR I—A 1.1 No mze
BUIDMC 0R0rs.nC
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING. 4"FROM CORNERS Dae c NIA eUCN'B 00e
BANIA ,R
16"MAX.O.C.THEREAFTER nmc CmT.a AUo UTKIN N.saeze
2X WOOD BUCK OF SUFFICIENT A FL#,7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO DEPTH TO FULLY SUPPORT F L 14911
MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
r JOINT INTO FACE SHELL OF BLOCK. WINDOW FRAME.
r BY OTHERS !�
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 11/4"MIN. .. .. DATE: 07.21.17
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS EMBEDMENT DWG.BY: CHK.BY:
11/2"MIN.EDGE �^
LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. DISTANCE CL H FN
d SCALE: NTS
T
DISTANCE CONCRETE/
CONCRETE/MASONRY DWG.a: SWD020
BY OTHERS SHEET:
BUCK INSTALLATION DETAIL
0
OF 6