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Product Roroval Menu>Product or Agolitation Search>Application List>Application Detail R EWE FOR
CODE COMPLIANCE
FL# FL14911-R12 � l a � �� COUNTY
Application Type Revision
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Code Version 20200 B 0 C CA014
ApplicationPP
Status Approved
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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,N]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, N]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
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Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License . PE-73778
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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
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Certificate of Independence FL14911 R12 COI COI Silverline SS 2017-06-14.pd
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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 E1886 2012
ASTM E1996 2017
i ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 10/25/2020
Date Validated 10/25/2020
Date Pending FBC Approval 11/01/2020
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Date Approved 12/15/2020
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 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 FL14911 R12 AE PER7259 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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14911.2 V1 Series/50 Series(2111) Single-Hung Window
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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
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Report for allowable design pressures,sizes, installation Created by Independent Third Party:Yes
requirements and limits of use.
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14911.3 VI Series/50 Series(2200/2300) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R12 II SWD019 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 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 V1 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
requirements and limits of use.
14911.5 V1 Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R12 II SWDO50 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 2020-10-21.pdf
Report for allowable design pressures,sizes, installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.6 V1 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.(Ld
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
' t3ack nsoxt
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
j The State of Florida Is an AA/EEO employer.Copyr[ght 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
mall 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 4SS,F.S.must provide the Department with an email address if they have one.The emalls
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 ere.
Product Approval Accepts:
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AMERICAN CRAFTSMAN WINDOWS
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
2
SILVER LINE WINDOWS AND DOORS QPH:(888) 41-035IVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
70 SERIES / V1 SERIES / (2127)
N n 0 Z o
SINGLE— HUNG WINDOWS 1 z2 o o z e
(HVHZ)(IMPACT) lz
W 3 a W
= o
GENERAL NOTES:
w
••m
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS HZ ¢ m
CONFIG. DESIGN �
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION MISSILE o�n z w
FLORIDA BUILDING CODE(FBL),INCLUDING HVHZAND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION w
s
BEEN EVALUATED ACCORDING TOTHE FOLLOWING: w a
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 GENERAL NOES&GLAZING DETAIL ¢
� a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICAL SECTIONS
7TH FBC EDITION NUS o/14/z
• ASTM E1886-12 4 - HORIZONTAL SECTIONS
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING ONDEraLSDES011—H—NAREDENERIC
ArNE fSlAND NWY NOTREFLE[TACNALCONDfNO MRASPECIFC
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF SNE.irNn:mNola o"SuuSEwnALA . oEvuRE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT ENGINEER ORDEP ARWrtFLrSHALLAIPREPARESNESY CC
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE E Had
B uRN
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
eason:I am approving this document
INSTALLATION. 43/64"CONSISTING I OF:LAMINATED GLASS ate:2020.1`0 p171RIQ§J+Y%0'
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS %%%
ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE ••
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE 7/32"STEEL SPACER
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS - - 0 S
RECORD FORTHE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY + N 7 '] L
E EASTMAN CHEMICAL COMPANY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS OF
GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR .
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO LED HEREIN,
C ALICEN ED ENGINEER OR ARCHITECT SHALL FROM THE REQUIREMENTS PREPARE SITE EXTERIOR INTERIOR
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCEk6{dvk1�
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I nze s DANIA REAaI RLVD.•33R
DM➢A BFACN L3RN6
s AHI.
PEPE oEr.oP AumoR¢anoN w.DRne
STEEL SPACER FL it:
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED MIN.GLASS F L 14911
e ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BITE 7/16"
RESISTANCE.
8 6. WINDOW FRAME MATERIAL:PVC SETTING BLOCK
DOW 995 SEALANT DATE: 01.2.3.1H
TREMCO S700 SEALANT DWG.BY: CHK.BY:
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL I
HR HFN
i COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
s CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.u: SWD050
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN
SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENTFBC AND ASTM E 1300 GLASS LOAD ^
RESISTANCE. 5()I
OF 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
c
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 089D2
PH:(888)741-0354
ci
0
MAX.O.A FRAME
WIDTH
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MAX.D.L.O. u o s
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WIDTH 47. O
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NOTE: o vZ—i m m
ALL FASTENERS ABOVE ^ "'
THE MEETING RAIL IN G; J a
THE INTERIOR IAMB P! oe
6"MAX. ��0�� TRACK MUST BE FLAT HEAD �p^ r-
HEIGHT 33.
MAX.DLO
•'o^ O.C. REMARKS BY DATE
C
4 7TH FBC EDITION NUS o/ia/z
12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT 73"
D srrtiv srre nR marsuF"sru=innox ro ouh�c
4 FROM RHE REAIRREMEMS OETNLED HEREIN,A NOENSEO
MAX.D.L.O. ^X^ E"`o�c"ORARRCHR-Hw.PR—RE SMSPEanc
wNHRNrswcuMENr.
HEIGHT33.50" X" 3"MAX. 6.25"MAX.
FROM FROM
CORNERS CORNERS ♦♦`�.I�I LIIU.II/��''
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* N 7 7
3 ELEVATION ANCHOR LAYOUT ANCHOR,LAYOUT S A OF f �r
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW i�.P �� IOP'=• �'�
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99BEOANIABFAOHBW 330
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$ FL#:
FL14911
b DATE: 01.23.18
c
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
e 2
OF 5
f
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
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F = 7TH FBC EDITION NUS 0/14/z
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DATE: 01.23.18
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3 NAIL FIN 3 THRU FRAME SHEET:
e
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m AMERICAN CRAFTSMAN WINDOWS
'g SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(898)741-0354
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SECTION FOR INTERIOR SECTION FOR N o o e
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p HORIZONTAL SECTION FL14911
c 4 LOWER SASH DATE: 01.23.18
DWG.BY: - CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET: n
O F 5
1/4"MAX. MIN.EMBEDMENT
MIN. SUBSTRATE SHIM SPACE SUBSTRATE SUBSTRATE
T EDGE DISTANCE BY OTHERS 3 BY OTHERS •--►' BY OTHERS AMERICAN CRAFTSMAN WINDOWS
INTERIOR SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOORS
5 0
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. EDGE DISTANCE w w NORTH BRUNSWICK,NJ 08902
t7 PH:(888)741-0354
EMBEDMENT SCREW IN THE EXTERIOR „0 z¢
CHANNEL Z,
PERIMETER SEALANT O 0 1/4"MAX g o oo®EALANT ^N z
BY OTHERS SHIM SPACE PERIMETER OTHERS 1/4'MAX. N 3 g Z g
E
SHIM SPACE
z z o Imo
0 EXTERIOR MIN. EXTERIOR INTERIOR a Qo o 0
EXTERIOR INTERIOR EMBEDMENT W 3 a LJ z p==m R
A VERTICAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION Z W `�m m a
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5 THROUGH FRAME(HEAD) 5 THROUGH FRAME(JAMB) S a
NAIL FIN(HEAD) W,;,= F r o m 3
uwiZv 0 m m
SHIM SPACE REINFORCEMENT DETAILS o
SUBSTRAT
BY OTHERS �—�{ 0.34" F
INTERIOR REMARKS BY DATE
�—0.13"
w _ (` ' .9 �� 7TH FBC EDITION NUS 0/14/2
0.77" I"••'zJS 0.9 t .� .
EXTERIOR Q INTERIOR 0.46"
0.06" 0.87'
m 0.45"
w 1
�0 EXTERIOR O LOCK RAIL TOP O LOCK
ALLUM ALUMINUM MEETING
RAIL O BOTTOM T RAIL&SASH µ%OTg ,�eaCa,N—ONS MEN a A-1111
ALUMINUM nE iv sNEcaNemo"suusEiNnnwnow o oe un
IHEaEAe�aEx�ENtS a D HEgFJN,A"CENSEO
Gwsm oa avomEcrsNAU P au —svEnnc
MIN.EDGE
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION 0.
5 NAIL FIN(JAMB) 5 MEETING STILE `t�� Q. O
INSTALLATION NOTES: ANCHOR SCHEDULE �e �,\•E.•S•••����
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT N.
CATION SHOWN MI EDGE y N
c DISTANCE
'a 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=055 R8 PANHEAU� 1s 0.7s -D S A OF
MAXIMUM SIZE LISTED.
NAIUNG FIN s P;
& METAL IS GAUGESteel, kB TEK SCREW 3THREADS MIN ��'T� .• ..O ID �``!�
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT MIN.Fy=33KSI PENETRATION BEYOND 0.50, G
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL
d10 PAN HEAD IN 7.5° 0.75' 1tDMAPE: lslnc t`
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL .ese EonNw eEacN OLVo.n 3se
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIMIS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. woo0:MIN-sG=O.Ss er on vusom
veve csm.or avm alunou w.xsne
#10 FLAT HEAD IN THE
B S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE INTERIOR CHANNEL I.S. 0.75° FL It:
a DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L 14911
INFORMATION. 3THREADS MIN
A70 PAN HEAD IN PENETRATION BEYOND 0S0'
g EXTER
FOAM BRICK VENEER AND [OR CHANNEL METAL DATE: 01.23.18
STUCCO
c 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO , , , THROUGH FRAME' METAL:18 GAUGE Steal,
8 SIDING. MIN.Fy=30KSI 3THREADS MIN
✓F10 FLAT HEAD IN THE PENETRATION BEYOND 0.50'METAL DWG.BY: CH K.BY:
INTERIOR CHANNEL
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT H R H FN
COATING. 3116'ITWTAPCON SCALE: NTS
CONCRETE:Pc=3000PS1 FLATHEAD 1.25, 1.75
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#: $W D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU Per ASTM 3116'ITW TAPCDN
C90 MIN.2000 PSI FLAT HEAD 1.25 1.75" SHEET: i
e 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS 2
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. NhJI
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FIAT HEAD ANCHORS. OF LoIII