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Y".T USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # .
- FL14911-R12.
Application Type
Revision
Code Version
2020
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 _
RECEIV
Authorized Signature
Luanne Harris
luanne.harris@cornerstone-bt
com
JUN 0 4. 2021
Technical Representative
Luanne Harris
ST. Lucie County, Permitting
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
E,) Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL14911 R12 COI COI Silverline SS 2017-06-14.pdf
Standard
Year
AAMA/ W DMA/CSA/ 101/I. S.2/A440
2008
AAMA/WDMA/CSN101/I.S.2/A440
2011
ASTM E1886
2012
ASTM E1996
2017
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
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1/29/2021
Sections from the Code
Florida Building Code Online
A
w i
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/25/2020
10/25/2020
11/01/2020
12/15/2020
14911.5
V1 Series/70 Series (2127)
Single -Hung Window
s
Installation Instructions
Approved for use in HVHZ: Yes
FL_14911 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 2020-10-21.pdf
Report for allowable design pressures, sizes, installation
Created by Independent Third Party: Yes
requirements and limits of use.
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6Fk6yYoCazDVKQ%3d%3d 2/3
1 /29/2021
Florida Building Code Online
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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
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Product Approval Accepts:
1 M EC6Kk -.. a..
Credit-
Saf
$ecuint-, METRICS
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AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E33D_02
• ASTM E1886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
70 SERIES / V1. SERIES / (2127)
SINGLE- HUNG WINDOWS
(HVHZ) (IMPACT)
MAX OVERALL SIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52"
73"
O/X
+SS/-60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
- SHEET DESCRIPTION"
1
-
GENERAL NOTES&GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
i 1£1
EXTERIOR
w
Ji
'/
� nn
2m
STEEL SPACER
IIII
1/8" OR 3/32"
SETTING BLOCK
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
3/32" ANNEALED GLASS
0.090" SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
INTERIOR
L MIN: GLASS
BITE 7/16"
DOW 995 SEALANT
TREMCO S700 SEALANT
GLAZING DETAIL 1
NOTE:
ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
AERICAN CRAFTSMAN WINDOWS
.VER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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FL #:
FL14911
DATE: 01.23.18
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SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
i
MAX. O.A FRAME
WIDTH 52"
MAX. D.L.O.
WIDTH 47.69"
A B
3 3
MAX. D.L.O.
HEIGHT33.50" C
4
MAX. O.A
FRAME
HEIGHT
73"
D
4
MAX. D.LO.
HEIGHT 33.50"
ELEVATION
SINGLE HUNG WINDOW
3" MAX.
FROM
CORNERS
6" MAX. .O"
O.C.
3" MAX.
FROM
CORNERS
T
T
6" MAX.
j� O.C.
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
6.25' VAX. rt
FR M
CO ERS
THE MEETING RAIL IN/
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD
I-
12.50" MAX.
O.C.
r
25" MAX.
FROM
ORNERS
Im
ANCHOR LAYO T
THROUGH FRAME - SINGLE HUO WINDOW
%MERICAN CRAFTSMAN WINDOWS
;ILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-03S4
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INUS
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FL #:
FL14911
DATE: 01.23.18
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AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWSAND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902 .
PH: (888) 741-0354
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EXTERIOR INTERIOR EXTERIOR INTERIOR
ENO [[ WT NOT PF0.FRaAC[IMl[ONORI�E�b W Rn-11.
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FL #:
FL14911
DATE: 01.23.18
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q VERTICAL SECTION g VERTICAL SECTION SCALE: NTS
DWG.#: SWD050
3 NAIL FIN 3 THRU FRAME SHEET:
OF 5
SECTION FOR INTERIOR SECTION FOR .
BLOCK &TACKLE _ SEE GLAZING SEE GLAZING CONSTANT FORCE
BALANCERS�� DETAILSHEETI - DETAILSHEETa / f-;ALANCERS -
J/ EXTERIOR —I - -
D.L.O.
MAX. FRAME WIDTH
. HORIZONTAL SECTION
4
UPPERSASH
SEE GLAZING
-
SEE GLAZING
(DETAIL SHEET 1
INTERIOR
DETAIL SHEET I
EXTERIOR
r
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
4
LOWER SASH
AMERICAN CRAFTSMAN WINDOWS
iLVER LINE WINDOWSAND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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FL #:
FL14911
DATE: 01.23.18
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SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5'
MIN. SUBSTRATE
EDGE DISTANCE /-BY OTHERS
/ MIN.
EMBEDMENT
PERIMETER SEALANT r 1/4" MAX.
BY OTHERS I1 SHIM SPACE
EXTERIOR I& INTERIOR
q VERTICAL SECTION
5 THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRAT SHIM SPACE
BY OTHER \
INTERIOR
MIN. EDGE
DISTANCE
p HORIZONTAL SECTION
5 - - NAIL FIN (JAMB)
1/4" MAX.
SHIM SPACE
INTERIOR
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
J. BYOTHERS
EXTERIOR MIN.
EMBEDMENT
HORIZONTAL SECTION
5 THROUGH FRAME (JAMB)
MIN. EMBEDMENT SUBSTRATE
--� r— BY OTHERS
w w
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wF
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SHIM SPACE
EXTERIOR I INTERIOR
rC), HORIZONTAL SECTION
5 NAIL FIN (HEAD).:'
REINFORCEMENT DETAILS
0.34"
�� .83" �.87"
2
. -+1 R— 0.13"
0.77" I` 47�... 0.46"
EXTERIOR INTERIOR T'--'yam
D.45,1 0.06" 0.87"
T II
1 1 2 ALUMINUM O ALUMINUM
O LOCK RAIL TOP O LOCK MEETING RAIL BOTTOM LIFT RAIL & SASH
ALUMINUM
E VERTICAL SECTION
5 MEETING STILE
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OFANCHORSTO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM
WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE_ #3 ON SHEET 1 FOR MORE
INFORMATION. -
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING. -
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
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 FLATHEAD ANCHORS.
ANCHOR SCHEDULE -.
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG=0.65
08 WOOD SCREW
1 5' -
0.75'
PAN HEAD
NAILING FIN
- 3 THREADS MIN
METASteal,
YS TEK SCREW
PENETRATION BEYOND
DSO'
MIN. Fy = 33K51
IN. Fy=33K
METAL
010 PAN HEAD IN
iS
0.75'
EXTERIOR CHANNEL
'
WOOD: MIN. SG-0.55
010 FLAT HEAD IN THE
'IS
0.75'
INTERIOR CHANNEL
Y70 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION. BEYOND
DSO'
METAL: 18 GAUGE SWA
METAL
THROUGH FRAME
MIN. Fy=33KS1
01MIN
0 FLAT HEAD IN
3TRATION
EL
INTERIOR CHANNEL
BEYOND
PENETRATION BEYOND
0.50'
METAL
CONCRETE: Pc=3000PSI
3116'ITWTAPCON
1.26'
1,75'
FLATHEAD
rFC.N.R..YCMU pTASTM
3116'TIW TAPCON125'
1.75'
IN20M PSI
FLAT HEAD
SILVER LINE WINDOWS AND DOOR
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08962
PH: (888) 741-0354
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7TH FBC EDITION NUS o/La/z
TIE iNSTALLATON OETAIEB OESCPoBEOHEREPI ARE-1-
AND S NOTREFEECIACNALCDNd110NS FORASPECIFK
OIIONSCMISE 1—TO N—TE
PROM THE REQUIREMENTS DETAILED HEREIN, A EICENSED
ENGINEERORAROBTECTSHAM
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FL #:
FL14911
DATE: 01.23.18 -
DWG. BY: CHK: BY:
HR HFN:
SCALE:, NTS
DWG.#: SWD050
SHEET:
OF 5