HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: W PERMIT# I V - DO ��-
REVISION FEE: yz,j RECEIPT#
y - PLANNING &DEVELOPMENT SERVICES
j BUILDING&CODE REGULATION DMSION IL
2300 VII2GINIA AVE ,
FORT PIERCE,FL 3498
(772)462-1553 FAX(772) 2- 10
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. ADDRE LOCATION/SITE: LT / G� (/(/ • � � �L fi/� Ze /
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS: _/ l
fj?/�/y✓ /L�/jl�f kao Gl�/hlL l�Ll�� ��arrcPi7% /
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
i'
CITY: -e-e- STATE: ZIP:
PHONE: 7• FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
1128/21116 Florida Building Code Online
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BCIS Home Log In User Registration Hot Topics Submit Surcharge € Stats&Facts Publications FBC Staff i SCIS Site Map ' Links I Search
Product Approval
0,r altiLui000,USER: Public User
Product Agoroval Mt iiu>product or Application Search>Anoiication List>Application Detail
FL# FL14911-R7
r2 �
Application Type Revision
Code Version 2014
Application Status Approved ug"""EV10" 10N
h Z5
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 Jon 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 Single 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.
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://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGE\/XQwtDquZRj 59%2fD rx21 btdSCxNX02lgDxVhg2zF]3pRUgDdjAA°/p3d%3d 1/3
III 1128/2016 Florida Building Code Online
I;
TAS 201, 202 and 203 1994
'i
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14911 R7 Eouiv Eouivalencv 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
j FL# I 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.pdf
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.odf
additional use limitations installation instructions and product Created by Independent Third Party: Yes
particulars.
14911.22 (v. Series 70 Model 2127 Extruded Vinyl Single Hung Window- Nailing Fn
Limits of Use Installation Instructions
I Approved for use in HVHZ: Yes FL14911 R7 II 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 Eval 14911.22.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. t
14911.23 —� €w. 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 14911.23.pdf
I 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 product Created by Independent Third Party: Yes
particulars.
14911.24 x. S 2900/4900- M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
_.........._.. ----._... ------.......
..... _ -- ----- ------ —
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.24.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
s 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 product Created by Independent Third Party: Yes
particulars.
.._....__._......--- ---— -..............__._. ..._..._....._.._....
.._.... —
14911.25 y. S 2900/4900- M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
_..........
....___—___.._._____.._.__
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 product Created by Independent Third Party: Yes
particulars.
https://fioridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXO2lgDxVh92zFl3pROgDdjAA%3d%3d 213
1128/2016 Florida Building Code Online
Go to Page Page 2/2
w
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 a-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.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:
ED® E9 M
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dfl.aspx?param=wGE\XQwtDquZRj5g`/`2fDrx2l btdSCx8gXO219DxVh92zFl3pRUgDdjAAg/o3dg/o3d 313
Si1ver Line ..,�a�: �,�--.
byAndersen
i:iLL
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WINDOWS * DOORS
S53.25'MAX.OVERALL FLANGE WIDTH
Z 0 0
On Z
52.00"MAX.OVERALL FRAME W 6
SERIES 70 - MODEL 2127FL
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EXTRUDED VINYL SINGLE HUNG WINDOW
wl or w1out FLANGE 0 A
"NON-IMPAC'r' o oz
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GENERAL NOTES
i. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building
Code(FBC)structural requirements including the"High Velocity Hurricane Zone'fHVHZ). >
0
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base C3
of
material shall be beyond wall dressing or stucco,
Z x
3. When used in the"HV`HZ!'thls product is required to be protected with an impact resistant M
covering that complies With Section 1626 of the FBC.
4. When used in areas outside of the'HVHT'requiring wind borne debris protection this product is
o required to be protected with an impact resistant covering that complies with Section 1609.1.2
of the FBC.
-LL ci z
n 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for Z(
buck masonry construction.
K 6. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered architect.
EL
u
7. This product meets water infiltration requirements for"HVHT'.
"""
TABLE OF CONTENTS 'FRAMED
SITIV f4EGATIV
DIMENSION E, z
SHEET# DESCRIPTION 10130112
—1 Typical elevation,design pressures&general notes 53.25'x 63.58" 52.09'x 62.51Y' 47.69"x 28.25" +62.8 -65.0
2 Horizontal&verrical cross sections - GT'
G2]
UM or JK Ina
3 Hoftonta)&vertical cross sections 53.25"x74IDW 52.00"x73.00 47.67"x33.50' +55.0 -60.0
am BY: LFS
4 Buck and frame anchorinQ
5 7011 of materials,glazing details&components
FL—14911 M
SHM
_1 OF_L Ij
27
q' v
4� NOTE: 24 n z oJ�Z n
gg J�
I.LOCATE OPERATING SASH LOCKS 7.5" o �i; - a m
FROM EACH END OF THE ACTNE I —� 7
( MEETING RAIL,FASTEN WITH(2)#B x 3/4" z ryy: F uOi
✓ SELF TAPPING SCREWS. 25 23 'moi '•••. ��.` >>°M w
2.NEACH
D OF THE MEETING RAIL,FASTEN — 26
(� WITH(2)#b x 314"SCREWS. a v z z d
z o v
96 o a
l5 m k
"= o
0 \ / -a
EXTERIOR INTERIOR
SEE 32 0
X 31 11 SE 1Q SEE z z
a 17 _:i/ NOTE T �
€ f/ 14
2 2 3 12 x
3 2 3 3 3 a a
E2 x r
4J- m
ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 2S 18
27 27
ro 111 z
16 o c�
M <> 26 INTERIOR 26 o a
° 17
84 33 36 �341
' G2 GI 7 15 Ra
> / 6 Ra
—� n
15
0. 26 m
r
°>
24
No =
9 4 z °
am 10130112
27 sue
24 25 EXTERIOR 25 24 e ° W.T.S.
s
T-114"MIN. ° M.UY. JK m
37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL S7 EMB.TYP. CWL ar tF
1-114"MIN. 2 VERTICAL CROSS SECTION DRWNG No.;
EMB.TYP. 1 HORIZONTAL CROSS SECTION 2 Shawn w/2X buck FL—14911.21 H
y 2 Shown w/2X buck °
ssr 2 a� 3
u
27 ��\\.
24 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 44 cp =d n
27 27
1 a &;Bc-
° zfc`rO`� urn
26 INTERIOR '
/ `
. a 34 33 36 34 7 15 17 26 ° o ° ° m 24 0 29 1/1111111110 `\\\ g N 0 z
G2 Gl _ 26 s -Z.
_ (� O 2 U
Lo a m cw
.c m
0 227D
e oz
c vi
EXTERIOR INTERIOR c° 3d
� ` 1WUi1ll��
9 `9 / I SEE ANOTE
22EXTERIOR 2 1 31 11 NC SEE
1 z o
O
1-114"MIN, I 1-1/4 MIN• 17 14 --Sw
EMB.TYP. 38 BELOW THE MEETING RAIL BELOW T HE MEETING RAIL 38 EMB.TYP.
00
Ie5hownw IXb CROSS SECTION NU
< NOTE: 3 Shown w/1X buck p - 51
1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN w(OFTIONAL 12
v
FROM EACH END OF THE ACTIVE FLANGE(TYP.THIS SHEET) Q al z
MEETING RAIL,FASTEN WITH(2)#6x3/4" 3
SELF TAPPING SCREWS. J x
2.LOCATE SASH KEEPER 6.5'FROM EACH q 18
END OFTHE MEETING RAIL,FASTEN
WITH(2)#6x3/4"SCREWS. Z
16
ti p N
p p 19 0 O o
g wo O
Q 19 I/ Q 20 P 19 N
a 20 20 6 6a W o� �
z
2 15 26 2O— 15 2 0� 15 a
26 - 26
=a
29 N Z
O' v rn� F
• '°' 's p' � oe� ° ° ° ° V_ °
39
age 10130112 z
N.T.S.
oxv er* JK 11
3 VERTICAL CROSS SECTION 41 VERTICAL CROSS SECTION 3
3 Optional masonry sill 3 Optional masonry sill 2 VERTICAL CROSS SECTION DPAWN:
NO-
3 Shown w/1X buck a
FL-14911.21 0
%W 3 of 5
i��••, Co F.
111Ft� tai N ID z
6,.M �II2R z ozo
—� aro 9m=W
-J
TYP.24
2X BUCK 23
2X BUCK 1 X BUCK 24 —
2XBUCK TYP.
2X BUCK 23 3
—� — -mE:
1X BUCK 24 o g w
FRAME— _ 2X BUCK — TYP. — i im
FRAME j m qy
MASONRY � MASONRY �37 —
/ — fi MASdNRY _ "OPENINGOPENING 2X BUCK OPENINGix BUCKsn 2X BUCKr37TYP. " 1XBUCK
N a
TYP.
BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING
MASONRY 52"X 73"MAX. 42"X 58"MAX
l CONCRETE ANCHOR NOTES: o
e 1.Concrete anchorlocations at the comers may be adjusted to maintain the min.
a edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX,O.C.(TYP.)"must be adjusted to IL
maintain the min.edge distance to mortar joints,additional concrete anchors a
may be required to ensure the'MAX.O.C.(TYP.)"dimensions are not exceeded.
3.Concrete anchor table: Z
° MIN CLpARANC6 M1N CLEARANCE «y n m
� AMCNt?R NCHQR MIN
TYPE SIZE EMBEDMENT; TO MASONRY TO ADJACENT
a EDGE
ar-10130112 z
a PCON scNe N,T:S,[1A
CTRACOds 1-114' 1" " DW.
�° VY- JR 3
atx er: LFS
WOOD SCREW INSTALLATION NOTES: on vrtNa tom•= a
N
1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL.-14911.21 -a
wood screws to prevent the splitting of wood. �+
sttMT of 5
a
............
BILL OF MATERIALS
REM DESCRIPTION MATERIAL 518"OVERALL 4
1 EXTRUDED PVC MAIN FRAME#52-2611 PVC THY-GLASS Z:
-EXTRUDED PVC SILL#52-2673* PVC 30
PVC )/6ANN
EALED z
3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257
C
EXTRUDED PVC MEETING RAIL#52-2907- PVC
PVC
5 EXTRUDED PVC TOP LIFT RAIL#52-2949* ...........
AIR SPACE
—6 -EXTRUDED PVC BOTTOM RAIL#52-2905- PVC `I0,11,14c: z 4
I/8"ANNEALED 11% ..Z
—7 -EXTRUDED PVC STILE 052-2905- PVC fill%% 0
-1227- PVC z Z
E
9 EXTRUDEDPVCGLAZING BEAD[VERT.&HORT.)#52
10 OPERABLESASHLOCK#12-2241
7/16'GLASS 6
11. SASH KEEPER#12-2240 STEEL in d.e
.-t al a.
BITE ci 0.78"
12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM.
(G-1�G�—IINQDETAIL z
14 LOCK I REINFORCEMENT#50-2609 ALUM. 5/8"OVERALL E'
75- BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2767 ALUM. THK.GLASS
76- WINDOW SCREEN
—I r-31 1/6-ANNEALED
7 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL SASH(ULTRAFAB) GeLAZING BEAD
-1-8 -WEATHERSTRIP FILE W/FIN.187 X.230,FIXED MEETING RAIL JULTRAFAB) Sash intedock 30
19 WEATHERSTRIP PILE W/FIN.187x.150,SILL(ULTRAFAB) Q 11z
3
4
ILASS
5
7
AIR SPACE CL
-2O- WEATHERSTRIP VINYL BULB.1 Br T37s,q(AMESBURY) ...
- D
SILICONE 1/9-ANNEALED
22 GLAZING COMPOUND(DOW#IIYYI 0.64, Z
ry -d
23 #IOX2"PPHSMS STEEL
24 1/4'X 2-3/4'PFH ELCO 0 STEEL
-25-JX—BUCK SG>=0.55 R ITW CONCRETE SCREW WOOD 7116-GLASS T ar
26 114"MAX.SHIM SPACE 0.05, En o
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 GLAZING DETAIL g m
27 CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
29 IXBUCK WOOD 12
-30- INTERCEPT ER—SPAC STEEL 0,82,
31 SASH KEEPER#12-5550-030 STEEL
4
32 OPERABLE SASH LOCK#12-SKOI-100 STEEL
33 TILT LATCH#07-76625 STEEL cs
STEEL0•i Q,
#8 X I"FPH MS
34 PQ J rn
35 R BUTYL z
36 TILT LATCH(HP-1 MFG.BY ASHLAND) STEEL0.455.
37 #lOX3'PPHSMS STEEL
LOCK RAIL 1,01 10�Cl(MlgEn.NG RAILBOTTOMUITRAIL&SASH tau
. ,n, —
38 IIN'X 4'PFH ELCO OR ITW CONCRETE SCREW 12
,..t D4T SK
Reinforcement t 15 Re
(i ReInforcement
*THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED
BY EXTRUDERS LICENSEES IN'AAMA,CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 2-69" 2.69---1 :D e,
g 1,16"
10 36,
0.91" u
—0.056' a
0.065"
U
N Q
T r-113=1 r=
H65, 1 1 1 SCA E- N.T.S.
L
0.065'-` M�inn JK
-�-ODfional Flange cwt sy-�
'Opffonol Flange
DRMNG NO
c5:1
`- EXTRUDED PVC STILEr.'�EXTRUQED PVC TOP UFT RAIL PVC MAI FRAME _pvc SILL
ME FL-14911.21
3 (TN_EMypED PVC ONr,RAIL
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico.FL 33595 Phone 813;659.9197
Florida Board of Professional Engineers Cenificate of Authorization No.9813
Pr
/ / Report -Report
r24,'2015
Product
Category Sub Category Manufacturer Product Name
SilverLine Building Products Corporation Series 70-Model 2127FL
Windows Single Hung One Silverline Drive Extruded Vinyl Single Hung Window
North Brunswick,NJ 08902 w/or w/out Flange
Phone 732.435.1000 "Non-Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998)
for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida Product
Approval,Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or
stucco.
3. When used in the"HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the Florida Building Code.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product is required to be protected with an impact
resistant covering that complies with Section 1609.1.2 of the FBC.
5. Site conditions that deviate from the details of drawing FL-14911.21 require further engineering analysis by a licensed engineer or
registered architect.
6. This product meets water infiltration requirements for"HVHZ
7. See drawing FL-14911.21 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed bV
TEL 01410311 TAS 202-94 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
Materials PVC Extrusions
ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E.
D638-96 and G26-95
2. Drawing No. Prepared by Signed&Sealed by
No.FL-14911.21 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) pr, {QLyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E.
4. Quality Assurance u ,
Certificate of Participation issued by Window and Door Manufacturers
Association,certifying that SilverLine Building.Products is manufacturing i K
products within a quality assurance program that complies with ISO/IEC
17020 and Guide 53.
Lyndon F.Schmidt,P.E.
" FL PE No.43409
3/27/2015
Sheet 1 of 1