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FL# FL14911-R7
Application Type 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 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
dl 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 10/21/2016
Validated By Ryan J. King, P.E.
ZVI Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R7 COI Certificate Of Independence (2).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
AAMA/WDMA/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
TAS 201, 202 and 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14911 R7 Eouiv Equivalency Of Standards.pdf
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 V�
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.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.pdf
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 Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.22.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 14911.22 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.22.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
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.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 14911.23 for Design Pressure Ratings, any FL14911 R7 AE Eva[ 14911.23.pdf
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.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 14911.24 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 Eva] 14911.25.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
Go to Page Page 2/2
Back Plext
I
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 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:
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2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to baseo
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3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does a Y�3
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4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product compries /
owith Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets �� <
missile level"D"and includes Wind Zane 4 as defined In ASTM El 996 and FBC Section 1609.1.2.2. N
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck W d S
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a m
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TABLE OF CONTENTS
SHEET# DESCRIPTION OVERALL OVERALL MAX GLASS DESIGN PRESSURE{PSF) m o n
FLANGE i''AD 1 O N z o
$ 1 Typical elevation,design pressures&general notes TYPE o
DIMENSION; DIMENSION ;`y DIMENSION POSITIVE NEGATIVE.:_ We 9112113 3
2 Horizontal&vertical cross sections
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 0 N'dK
4 Buck and frame anchoring
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5 Bill of materials,glazing details&components M � �' 3
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No.43409 '
Q PRODUCT: Dooumenta Preparod By: �ORID,,
Lyndon F. Schmidt A•�
IN § tD SINGLE HUNG WINDOW P.E. No. 43409
yT y N 2 3 24 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
(�1 1 9 16 13 REVISE ORWG. NO. JK P.O. Box I 230, Valrlco, FL 33595 DATE BY HORIZONTAL k VERTICAL Phone No.: 813.859.9197
REVISIONS CROSS SECTIONS FBPE CA. No. 9813
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20 13 R.W.BUILDING CaNUULTANTB IND.
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D ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL TD
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1-1/4"MIN. 1 22 22 1 1-1/4"MIN. 17 14
EMB.TYP. D BELOW THE MEETING RAIL BELOW THE MEETING RAIL p EMB.ttP. _
HORIZONTAL CROSS SECTION Ya ,Yd
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1.LOCATE OPERATING SASH LOCKS 9.5" a 3
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I MEETING RAIL.FASTEN WITH(2)#8x3/4"
13 SELF TAPPING SCREWS. 4 18
2.LOCATE SASH KEEPER 9.S FROM EACH
END OF THE MEETING RAIL.FASTEN
3 WITH(2)#6x3/4'SCREWS. 16
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3 VERTICAL CROSS SECTION 4
VERTICAL CROSS SECTION °iN a" LFS 3
3 Optional masonry sill 3 Optional masonry sill 2 VERTICAL CROSS SECTION DP"No No_ m
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CONCRETEANCHOR NOTES:
0 1.-Concrete anchor locations at the comers may be alusted to maintain the min. o
edge distance to mortar joints. w
2.Concrete anchor locations noted as"MAX.O.C.(TYP.J"must be adjusted to o
2 maintain the min.edge distance to mortarjoints additional concrete anchors
a may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. n m
3 Concrete anchor table _
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CI:EARANCE MIN,'CL......CE N p
TYPE SIZE EMBEDMEM 70 MASONRY:. TOADJACEfJI
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TAPCON® 1/4" 1-1/4" 2" 4" o�tE 9112113 0
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ULTRACON® 1/4" 1-1/4" 1" 4" er JK m
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1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing of .23—
"
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BILL OF MATERIALS
ITEM# DESCRIPTION MATERIAL Q�'•• •:� �= N
A 1 X BUCK SG>=0.55 WOOD 3/4"OVERALL _T
B 2X BUCK SG>=0.55 WOOD THK.GLASS =(N
C 1/4'MAX.SHIM SPACE 0A. Z'
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL QO t/8"ANNEALED �W :y.2� z N
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI AIR SPACE ��i�• •........... �/��� >>°'i m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 3/37'ANNEAL® ''i��TT LT*p1`,�%�` o Z*
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F #10 X 7'PPH SMS STEEL 0.090"SAFLEX®PVB INTERLAYER + O x Z
1 EXTRUDED PVC MAIN FRAME#52-2611PVC 3/37'ANNEALEDa E 3 m°o
2 EXTRUDED PVC SILL#52-2673' PVC K E o 0 9 M p`o a
3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC 1/2"GAS K a d a.U.
4 EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE INTERCEPT SPACER E `o Z
5 EXTRUDED PVC TOP UFT RAIL#52-2949' PVC DOW 995 SEALANT SC u;
6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC o 3d
7 EXTRUDED PVC STILE#52-2905' PVC
9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227' PVC Gl GLAZING DETAIL z
10 OPERABLE SASH LOCK#12-2241 PVC a
11 SASH KEEPER#12-2240 STEEL zo
12 FIXED MEETING RAIL REINFORCEMENT#50-2608(6105-T5) ALUM
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14 LOCK RAIL REINFORCEMENT#50-2609(6105-T5) ALUM 0'�"
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM 0 0.79'
16 WINDOW SCREEN ;
17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH(ULTRAFAB)
18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL(ULTRAFAB) - TT
19 WEATHERSTRIP PILE W/FIN.187 x.1 50,SILL(ULTRAFAB)
20 WEATHERSTRIP VINYL BULB.187"x.375'0(AMESBURY) 3 GLAZING BEAD y GLAZING BEAD a a
33 TILT LATCH#2818.00 STEEL Sash mterfock J2
34 *AX 1"PPH SMS STEEL
'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED �s 0.91"�� 0.879" 0.82"
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.335" gn
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r 0.125 0 l „ o
0.065' — T -
7�I I fh I O W O
o 0.455' I =z to
�1 EXTRUDED PVC BOTTOM RAIL � jOCK MEEUNG RAIL 15 BOTTOM LIFT RAIL 6 SASH T2 LOCK RAIL TOP o w
v Refnforcemenf Reinforcement Reinforcement W
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2.69" 2.69"
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ry Ofd o 0 0.91" EXTRUDED PVC STILE CNK.Un LFS a
PVC MAIN FRAME ///���PVC SILL m --
1 r,1EXTRUDED PVC MEETING RAIL r."EXTRUDED PVC TOP LIFE RAIL FL-14911.23 N
sir 5 or 5 10