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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# �
� r FL149S1:-R7"
c r Ih h-' i
Application Type FILE '*"`� Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(800) 234-4228 Ext 4644
Jonberrian@slbp.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative ]on 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 �ingle 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 Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Ryan J. King, P.E.
^V Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R7 COI Certificate Of Independence (2).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440 2008
AAMA/W DMA/CSA/101/I.S.2/A440 2011
ASTM D1929 1996
ASTM D2843 1993
ASTM D635 1996
ASTM D638 1996
ASTM E1886 2005
ASTM E1996 2009
ASTM G26 1995
https://www.floridabui lding.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDquZRj59`/`2fDrx2l btdSCx8gXO219DxVh92zFl3pRU gDdjAA"/o3d`/`3d 1/3
9/29/2016 Florida Building Code Online
TAS 201, 202 and 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
R-14911 R7 Eauiv Eauivalencv Of Standards.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/13/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/23/2015
Summary of Products
Go to Page Page 2/2
FL# Model,Number or Name Description
14911.21 u. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.21.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14911.21 for Design Pressure Ratings, any FL14911 .R7 AE Eval 14911.21.13df
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.22 v. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.22.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14911.22 for Design Pressure Ratings, any FL14911 R7 AE Eyaf 14911.22 ndf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
t IZ3111C - w.Series.70Moddr-2127--J, Extruded;om--inglezl ungtWPndow ,_Flange
Limits of Use Installation Instructions v
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.23.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14911.23 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.23.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.24 x. S 2900/4900- M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.24.adf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14911.24 for Design Pressure Ratings, any FL14911 <R7 AE-Eval 14911.24:odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.25 y. S 2900/4900- M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fn
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.25.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 14911.25 for Design Pressure Ratings, any FL14911 R7 AE Eval"14911.25.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
https://www.floridabLilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8g)(0219DxVhg2zFl3pRUgDdjAA%3d%3d 213
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SilverLine
byAndersen N o * =z
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WINDOWS • D ® ORS
53.25"MAX.OVERALL FLANGE WIDTH
UNo
52 0"MAX.OVERALL FRAME WIDTH—►j
SERIES 70 - MODEL 2127IMPACTFL I N m o a
EXTRUDED VINYL SiNGLE HUNG WINDOW
w/ FLANGE z
',IMPACT" Cll
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o
GENERAL NOTES
n 2 5 C�
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code j m
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
m
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base o
material shall be beyond wall dressing or stucco.
g a a
a 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does
not require an impact resistant covering. X
4. When used in areas outside of the"HVHZ"requtrtng wind home debris protection this product compiles f
Q with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets
missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and FBC Section 1609.1.2.2.
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5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck z N
masonry construction.
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6. Site conditions that deviate from the details of this drawing require further engineering analysts by a "
licensed engineer or registered architect. a
7. This product meets water infiltration requirements for"HVHZ". „, m
TABLE OF CONTENTS
OVERALL' GIYERAIL " MAX
SHEET# DESCRIPTIONDESIGN PRESSURE(FSf)::
ipgS _
1 Typical elevation,design pressures&general notes FtANGE< ERAME A.to
u DIMENSION ,.Rt7V1ENS10N ',.,DfMEIJSlON. _.-, ;POSl7tVE�, NEGA7lVE, CAM 9 12 13
2 Horizontal&vertical cross sections 9
3 Horizontal&vertical cross Sections 53.25"x 74.25^ 52.0°x 73.0" 47.625"x 33.50" G1 +55.0 -60.0 sous: N.T.S." 5
4 Buck and frame anchoring OW.orJK m
"_- 5 Bill Of materials,glazing details&components +
owswao No,o m
FL-14911.23 m
suras 1 ov 5 N
K
4 NOTE: D " eQ °a a'`�!••� ••�';,'Z°�
1,LOCATE OPERATING SASH LOCKS 9.6' a as-z
FROM EACH END OF THE ACTIVE :N z° * .O` 6 m
6m
MEETING RAIL,FASTEN WITH)2)#8 x 3/4' B F 4��•,••••� •• c?``
SELF TAPPING SCREWS.
2.LOCATE SASH KEEPER 9.5'FROM EACH i d
END OF THE MEETING RAIL,FASTEN C ���l/T
1 WITH)2)#6x3/4"SCREWS, OO a 9 z o y d
2 S x g s m °c ttW
r6 m P:
3 � F-1
1 pi 9 14o
Z
EXTERIOR G1 INTERIOR (L
SEE
NOTE2 10 SEE
� / ^ NOTE 1
17
14 tutu,
O z
ry a 8
LL2_. 3 1 12
3 a
a 4 18 ��
E F ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL F E
3 16
aINTERIOR 0 w z
C 17 Cen
°a 34 33 34 G17
15 20 o
a o 2
o0 15
CD M
a
. �J D N a
p N10: 7
m
�o oD O a
V N^Z m
8 ° D 25 9 EXTERIOR 9 B D a a< ars, 9 12 13 n
1 1 o Ste, N.T.S.
e 1-1/4"MIN. a ° ° Hato.BY. JK m
F BELOW THE MEETING RAIL BELOW THE MEETING RAIL F EMB'TYP. CNK.en LFS
1-114" IN. 2 VERTICAL CROSS SECTION DRAW NO NO.:
EMB.TYP. �1 HORIZONTAL CROSS SECTION 2 Shown w/2X buck FL-14971.23
2 Shown w/2X buck °
SHo r—_2 DF 5
_
`````%%
� .
p ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL p
E E 3N;7 z
a Y.. 0
.2 �4 00
INTERIOR �i�� ''•........• `�` > m
34 O C o
33 34 G1 7 15 g E , z m,W
9 p o a
9 0 C°
oZ
L
EXTERIOR G1 INTERIOR a
O ;° SEE 3
ry v; 11 NOTE 2 SEE
9 Eoy
XTERIOR 9 10 NOTE 10
a 1-1/4"MIN. I 1 22 22 , I•I/4''MIN. 17 14 z J •��
^ EMB.NP, p BELOW THE MEETING RAIL BELOW THE MEETING RAIL p EMB.TYP. 8p z �
CROSS SECTION
eHORIZONTAL
Shownw/IX buck d O y o ox
NOTE: 12
1.LOCATE OPERATING SASH LOCKS 9.5' 3I
FROM EACH END OF THE ACTIVE
MEETING RAIL,FASTEN WITH(2)08 X 3/4"
SELF TAPPING SCREWS. 4 18
2.LOCATE SASH KEEPER 9.S FROM EACH 4
END OF THE MEETING RAIL.FASTEN
3 WITH)2)#6 x 3/4"SCREWS. 16 0
O N N
p p 19 p 19 w p o
O 19 l7 O z In6 20
20 20 6 o
6 15 2 15
2 15 C 2 a o
�x 3
8 00 0o C C
�e� <
a •�, ?•. 0...' A neo
tum 9112 13 ?
0
s"•,D N.T.S.
° owc.sr JK m
VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION ` B LFS
3 Optional masonry sill 3 Optional masonry sill 2 VERTICAL CROSS SECTION oRnwwo ra m
3 Shown W/1X buck FL-14971.23 0
N
sNa:r 3 of 5
n
•k1P �%%� oN�m z
0 X2.4
r. r° 9m ;W
g a
m a a
6
TYP. D 2X BUCK Ul
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2X BUCK 1X BUCK D to
2X BUCK 1YP g,
_ _ o
z
FRAME _ a
C3
Q, � �V
MASONRY MASONRY
OPENING OPENING
S � � o
o b d
N
BUCK ANCHORING FRAME ANCHORING z
a MASONRY ? N
LL CONCRETE ANCHOR NOTES:
I.Concrete anchor locations of the comers may be adjusted to maintain the min. o
edge distance to mortar joints.
Z Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to a 6
o maintain the min.edge distance to mortar joints,additional concrete anchors _
moy be required to ensure the"MAX.O,C.(TYP.)"dimensions are not exceeded.
v 3. Concrete anchor table:
o v a
N 4
ANCHOR:. NCHOk MfN MIN:CLEARANCE MIN CLEARANCE; o 'm
iYFTO MASONRY i0 gDJACEN7 N^o
E SIZE EMBEDMENT
...• EDGE s' ANCHOR :;.,' Z
0
8 ITW DAME: 9112113
z
TAPCON® 1/4" 1.1/4" 2" 4" sr�rc. o
N.T.S:
Z
ULTRACON® 1/4" 1.1/4" 1" 4"ELCODWO.an JK m
cxK.art LFS 3
WOOD SCREW INSTALLATION NOTES; DwwaNG NoJ
V 1.Maintain a minimum 5/8"edge distance,Y'end distance,&1"o.c.spacing of FL-14911.23
wood screws to prevent the splitting of wood. N
sNELr-�L OF 5
BILL OF MATERIALS
m
ITEMlk DESCRIPTION MATERIAL zz`O.•'•'•m •t. '+
g:�
A 1X BUCK SG>=0.55 WOOD. 3/4"OVERALLJ.Z
B 2X BUCK SG>=0.55 WOOD THK.GLASS =C.P.
C 1/4"MAX,SHIM SPACE �N: z° FdO� aoI
QQ 1/e"ANNEALED W'•. :gGj: r °min
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW.. STEEL 'ice �••., e m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI „� AIR SPACE �i� •••••'' �` N>ri m
E CONCRETE 3/32"ANNEALED ail *P ��` z an d
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1111111t11% 8 'a
F #10 X 2"PPH SMS STEEL 0.090"SAFLEXGPVB INTERLAYER , 0 N
1 EXTRUDED PVC MAIN FRAME#52-2611PVC 3/32"ANNEALED W
2 EXTRUDED PVC SILL#52-2673' PVC N a U g c 0-
3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257* PVC 1/2 GLASS� �1 9 L:
4 EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE zD
INTERCEPT SPACER o
5 EXTRUDED PVC TOP LIFT RAIL#52-2949" PVC 'W
6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC DOW 995 SEALANT oa
7 EXTRUDED PVC STILE#52-2905' PVC
9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227' PVC G1 GLAZI G DEi IL
10 OPERABLE SASH LOCK#12-2241 PVC 3
11 SASH KEEPER#12.2240 STEEL
�z
1-2 -FIXED MEETING RAIL REINFORCEMENT#50-2608(610545) ALUM ..
14 LOCK RAIL REINFORCEMENT#50-2609(6105-T5) ALUM
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM g
16 WINDOW SCREEN 1 k9
17 WEATHERSTRIP PILE W/FIN.187 X.270,LOCK RAIL&SASH(ULTRAFAB) 0 1 m
18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL(ULTRAFAB)
19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL(ULTRAFAB)
20 WEATHERSTRIP VINYL BULB.187'X,375"0(AMESBURY) _ 3 GLAZING BEAD y GLAZING BEAD a
a
Sash Interlock
33 TILT LATCH#2818-00 STEEL
34 #8 X 1"PPH SMS STEEL
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 0.91" 0879" 0.82"
BY EXTRUDERS LICENSEES IN"AAMA CER (TIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". -- L 0.335'--j _
En
N
C;
0.065" 1 0.125" 0 0
v I 6" T o.ass' -1 - -T Ln
TOCK MEETING R IL �1 BOTTOM LIFT RAIL 8 SASH LOCK RAI!TOP
RUQ D PVC BOTTOM RAIL 14 �� 12
6 RelnKMEEIN Reihforcemerll Reinforcement Q
2.69"— 2.69"
}I� p Z
OO O ��� N"z O
.o 0.055' C4 N Fn �0.066' (r--jr'-0.065" a 9 12 }3 o
a 1I O ^ }:-- l�� N.T.S. is��0 J___� I I DIM Dr. JK m
^ c Imo-- 0.91 7 EXTRUDED PVC STILE CHK.BYr �
o DRA7ND NO.i m
1 PVC MAIN FRA E T 2 PVC SILL 4 EXTRUDED PVC MEENNG RAL 5 EXTRUDED PVC TOP UFT RAIL FL-14911.23 N
t
stir_L OF 5