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$-17 .;; FL# FL14911-R12 �oT. LUCIE C U
Application Type Revision 6 �a / Iry
Code Version 2020
ApprL90C ;�vY( i�
Application Status Approved
Comments Public comment;SMI glass does not comply w/2411.1.11. 11/18/20
Archived
Product Manufacturer Silver Line Building Products Corp..
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(800)542-9118 Ext413596
luanne.harris@cornerstone-bb.com
Authorized Signature Luanne Harris
luanne.harris@cornerstone-bb.com
Technical Representative Luanne Harris
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(800)542-9118 Ext413596
luanne.harris@cornerstone-bb.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 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 P.E.
' Validation Checklist-Hardcopy Received
Certificate of Independence FL14.9_li._R12,._CQI,,,_COl._Silver{ine_SS 201.7_06iU..... df
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
AAMA/W D MA/CSA/101/I.S.2/A440 2011
ASTM E1886 2012
ASTM E1996 2017
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
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Florida Building Code Online Page 2 of 3 ,
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/25/2020
Date Validated 10/25/2020
Date Pending FBC Approval 11/01/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
14911.1 Vl Series/50 Series(2000) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI491.1 R12 II SWD017 SS 2020-10-21.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 ELLA}911 R12 E_.E(272S9,.S5,.2020-10-21,,,pd(
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.2 Vl Series/50 Series(2111) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14911 R12 II SWD018 SS 2020-10-21.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 R12 AE PER7260 SS 2020-10-21.pdF
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.3 Vl Series/50 Series(2200/2300) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14911 R12 I' SWD019 SS 2020-10-21.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 R12 AE PER7261 SS 2020-10-21.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.4 Vl Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R12 II SWD049 SS 2020-10-21.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 R12 AE PER7262 SS 2020-10-21.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requkrenjmts and limits of use.
t
1.5 V1 Series/70 Series(2127) Single-Hung Window
ts of UInstallation Instructions
roved for use in HVHZ:Yes FL14911 R12 II SWD050 SS 2020-10-23.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7263 SS 2020-10-7.i.ndf
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
14911.6 Vl Series/70 Series(2907/4907) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14911 R12 II SWD053 SS 2020-10-21 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 R12 AE PER7264 SS 2020-10-21.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes
requirements and limits of use.
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Florida Building Code Online Page 3 of 3
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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 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 Apprrov�al Accepts:
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Credit Card
Safe
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AMERICAN CRAFTSMAN WINDOWS ALVER LINE WINDOWS AND DOORS
SILVER LS
c
a
SILVER LINE WINDOWS AND DOORSINE DRIVE
ONE SILVER
41-0354
NORTH BRUNSWICK,N1 08902
.PH:(888)741-0354
70 SERIES / V1 SERIES / (2127) WW
SINGLE- HUNG WINDOWS NO z ai$��o
(HVHZ)(IMPACT) ;_= z oo
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GENERAL NOTES: 7 a
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS ti Z.. a m m m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE o✓� p
WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION ^ ?
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F=
f a
• TAS 202-94 -
• TAS 203-94 2 ELEVATION&ANCHOR LAYOUTS
REMARKS BY DATE
• ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1886-12 7TH FBC EDITION NUS o/1a/2
• ASTM E1996-17 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-11 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING ET I HEREIN AREDENEN6
i�cr UuC rvociONSroRAVEaFic
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF srciF sni conomons u IN—AnoN TO DEVIATE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT N.m RHEREDmREmwnD2 Em E==ED
rwD�NEERDRAxcnrcEcrsHAu FSArRRE srtE SREUNc
LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
eason:I am approving this document
INSTALLATION.
43/64"O.A.I.G.LAMINATED GLASS ate:2020.10 011149�tl 2'00'
CONSISTING OF:3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS ♦♦% O'`'�//
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ♦ •• /
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1/32"STEEL SPACER `♦♦ :' �•• /ems
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF —.•{I 3/32"ANNEALED GLASS •�.� ES••• �O s
RECORD FOR THE PROJECT OF INSTALLATION. I 0.090"SAFLEX PVB INTERLAYER BY N ] ]
EASTMAN CHEMICAL COMPANY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE ®'*
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS $ /�' OF 7 TIC a
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ��/U,CR O 1101
SPEC FIIC DOCUMENTS FOR USE WITH TH SSED ENGINEER OR ARCHITECT LDOCUMENTL PREPARE IIN TE EXTERIOR // \� INTERIOR /i SAS �CE� ♦♦♦`
i NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT '7r��iEoet1114A�c•
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR I one EDAraA eFALH eEvn..nx
DANA R K FL 3eow
AHJ. FBFE Cwi.OF ANHORIZAIION No.E95>e
F S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEELSPACER \ / 55 FL#: F L14911
a ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BI TE 7/16'
g RESISTANCE. SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
TREMCO S700 SEALANT DWG.Y: CHK
C 7. ACCORDANCE WHTHE CURRENT EDITION FBC,WOOD GLAZING DETAIL1
Y H F N
COMPONENTS SHALLLL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALLCOMPLYWITH DWG. SWD050
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
LLJJ OF 5
F
AMERICAN CRAFTSMAN WINDOWS
c SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
MAX.O.A FRAME v
h o WIDTH 52" Z 30 o N
MAX.D.L.O. w_z G S °
WIDTH 47.69" w 3 Qa o O'
3 3 3"MAX. 6"MAX. 6.25"MAX. 4 z. 5 m a�g
FROM O.C. FROM ca
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.J— ALL FASTENERS ABOVE
THE MEETING RAIL IN /\
i
THE INTERIOR JAMB
MAX.D.L.O. "O" 6"MAX. ��0�� TRACK MUST BE FLAT HEAD 0 F
HEIGHT 33.50"
C O.C. REMARKS BY DATE
Q 7TH FBC EDITION NUS o/1a/z
12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT 73"
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FROM FROM
CORNERS CORNERS
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT of
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME•SINGLE HUNG WINDOW �Vi(. O
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DATE: 01.23.18
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DWG.BY: CHK.BY:
HR HFN
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S W D050
3 NAILFIN 3 THRU FRAME SHEET:
0F 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
5
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PH:(888)741-0354
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EXTERIOR n¢Q.
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REMARKS BY DATE
MAX.FRAME WIDTH 7TH FBC EDITION NU5 O/14/1
C HORIZONTAL SECTION
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DATE: 01.23.18
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SCALE: NTSI'
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s SHEET:
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SUBSTRATE 1/4 MAX' MIN.EMBEDMENT
MIN, SUBSTRATE SUBSTRATE
EDGE DISTANCE BY OTHERS SHIM SPACE 3 BY OTHERS BY OTHERS
' INTERIOR AMERICAN CRAFTSMAN WINDOWS
co SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOORS
c
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. EDGE DISTANCE w w NORTH BRUNSWICK,NJ 08902
EMBEDMENT W Z PH:(888)741.0354
SCREW IN THE EXTERIOR a
CHANNEL Z N
PERIMETER!EALANTrINTERI.R
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PERIMETER SEALANT
BY OTHERSSHIM SPACE BY OTHERS 1/4"MAX' ry 3o G N n Lri
SHIM SPACE �o^Fr"'i OE Ha.. aQyaa
EXTERIOR MIN. W z G ~Iz O R m
EXTERIOR EMBEDMENT EXTERIOR INTERIOR ¢3 400 0 3 3= a
A VERTICAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION >=N>o. z
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5 THROUGH FRAME(HEAD) 5 THROUGH FRAME(JAMB) 5 NAIL FIN(HEAD) J= a Z 5
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REINFORCEMENT DETAILS
SUBSTRAT SHIM SPACE
BY OTHERS
0.34"
wx
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INTERIOR 2 �.83 0.13" REMARKSBY DATE
w0 77" 7TH FBC EDINUS o/14/2
0.9" �—0.46"
o EXTERIOR Q INTERIOR � 0.06" 087"
U'm 0.45"
w r 1
z T FEXTIRICIR
LOCK RAILTOP O LOCK ALUMNUMNG RAILO AOTMOM�L TRAIL&SASH ALUMINUM NDTBE<IERaE ,SEDNDDID�FDBaEPEQND
SITE IF S°E CONDiIiOME/Yi5E 1N5TPlLATOH RI DEYInIE
E REQUIREMENTS DEiaiIED.—I a DO:NSED
GNE 1ENTCHII ISE
SEWIN NIS P1011ESPEOIfIt
MIN.EDGE
DISTANCE
p HORIZONTAL SECTION VERTICAL SECTION N %�Y1t11"'JJJJ,,,�
5 NAIL FIN(JAMB) 5 MEETING STILE E O
/
INSTALLATION NOTES: ANCHOR SCHEDULE E.•
; �'�'\ S••• �O
MIN.EDGE �• N
g 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DIsrJWCE * s
3 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:NUN.SG-0.55 ae WOOD
SCCOREW T.s 0.75' S A' OFPAN Q_
MAXIMUM SIZE LISTED. O P.;
NAILING FIN 3 THREADS MIN I T (�
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl 21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL:to GAUGE steal, xB rEK SCREW i
E PENETRATION BEYOND O.SP 1-1
/ MIN.Fy=33KSI /
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL //� SgpaWJ ppCC� \��
f a10 PAN HEAD IN 1.5' 0.75' '7jLRLveZDt.; ��
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL E9E Emma EEar I ELVD.•T3s
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN.SG=0.55 FBPECExi o�aLEmeowinLnoNN Ne SM
o #10 FLAT HEAD IN THE
5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL t.5 °'75" FL ft:
a DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L14911
R INFORMATION. 910 PAN HEAD IN 3THREADS MIN
3 EXTERIOR CHANNEL PENETRATION METALBEYOND 0.50' DATE. 01.23.18
g� 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME METAL:18 GAUGE Steel,
9 SIDING. MIN.Fy=33KSI 3TRATION BEYOND
°WGFIR `HKI-IFN
410 FLAT MEAD IN THE PENETRATION BEYOND 0.50°
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL
COATING. 3Jtelrn 7APcoN SCALE: NTS
CONCRETE:h=3000P51 FLATHEAD 1• 175' SWD050
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.III:FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU per ASTM 3116'ITN TAPCON 1 n. 1 7, SHEET:
D CSO MIN.2DDO PSI FLATHEAD
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF S