HomeMy WebLinkAboutEvaluation Report; Single Hung WindowBUILDING DROPS
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A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
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American Craftsman Windows
Silver Line Windows and Doors
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@build!ngdrops.com
70 Series / V1 Series / (2.127) Single -Hung Windows
(HVHZ) (NON -IMPACT)
for
Florida Product Approval
EM l' �:: .
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Product: 70 Series / V1 Series / (2127) Single -Hung
Windows
Material: PVC
Product Dimensions: See Installation Instructions, SWD049
Prepared for:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:10/14/2020
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.10.22 02:29:06 +02'00'
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Hermes F. Norero, P.E.
Florida P.E. No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub -Category: Single Hung
FL#: FL14911
Date: 10/14/20
Report No: 7262
Compliance Method: State Product Approval Method (1)(d)
Product Name: 70 Series / V1 Series / (2127) Single -Hung Windows
(HVHZ)(NON-IMPACT)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does 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.
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
See Installation Instructions SWD049, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of Installation Instructions SWD049 require
further engineering analysis by a licensed engineer or registered architect.
See Installation Instructions SWD049 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 10/14/20Report No: 7262
Certificate of Authorization: 29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards:
Referenced Data:
Installation:
The product described herein has been evaluated per:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL01410311 12/15/2010
Signed and Sealed by: Lyndon F. Schmidt, FL P.E. No 43409,
Report: Dated:
G6367.01-109-47 12/19/2016
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Refer to Installation Instructions (SWD049) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD049) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 3
AMERICAN CRAFTSMAN WIN -I
SILVER LINE WINDOWS AND D
GFNFRAL NCITFS-
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 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
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.
70SERIES /V1 SERIES / (2127)
SINGLE HUNG WINDOWS
(HVHZ)(NON-1MPACT)
MAX OVERALL SIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACT RATING
WIDTH
HEIGHT
52"
62.50"
O/X
+62.8 / -65 PSF
NON IMPACT
52"
73"
O/X
+55 /-60 PSF
NON IMPACT
SHEET I REVISION
4
EXTERIOR
STEEL SPACEI
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
1/8" OR 3/32"
SETTING BLOD
MAX
HEIGH
MAX. O.A FRAME
HEIGHT 73"
MA,
HEIGI
MAX. O.A FRAME
WIDTH 52"
KAAV r% 1 n
ELEVATION
SINGLE HUNG WINDOW
3" MAX.
FROM
CORNERS
6" MAX.
O.C.
3" MAX.
FROM
CORNERS
in
ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
6" MAX. 6.25" MI
O.C. FROM
CORNER
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLATHEADS.
12.5(
6.25" MAX.
FROM
CORNERS
SEE GLAZING
DETAIL, SHEET 1
x
co
INTERIOR
SEE GLAZING
r DETAIL, SHEET 1
EXTERIOR
L
SECTION FOR
BLOCK & TACKLE SEE GLAZING
BALANCERS 1 \ DETAIL SHEET 1
0
�
--,L-,,/
INTERIOR
EXTERIOR
114 "s
MAX. FRAME WIDTH
C HORIZONTAL SECTION
4 UPPER SASH
SEE GLAZING
DETAIL SHEET 1 INTERIOR
EXTERIOR
D. L.O.
SEE GLAZING
DETAIL SHEET 1
(D/ 11
SEE GLAZING
DETAIL SHEET 1
SUBSTRATE 1/4" MAX.
0000 MIN. SHIM SPACE SUBSTRATE I
PERIMETER SEALANT
BY OTHERS
EXTERIOR 19 INTERIOR
EDGE DISTANCE BY OTHERS
MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
q VERTICAL SECTION
5 THROUGH FRAME (HEAD)
SUBSTRAT 1/4" MAX.
BY OTHERS SHIM SPACE
�\ INTERIOR
EXTERIOR
MIN. EDGE
DISTANCE
p HORIZONTAL SECTION
5 NAIL FIN (JAMB)
INSTALLATION NOTES:
INTERIOR 3 BY OTHERS
o SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
o0 SCREW IN THE EXTERIOR
CHANNEL
PERIMETER SEALANT
BY OTHERS
EXTERIOR MIN.
EMBEDMENT
g HORIZONTAL SECTION
S THROUGH FRAME (JAMB)
EXTERIOR
EXTERIOR
5
I'm
0.83" �{
0.77"
VTERIOR 0.45"
E VERTICAL SECTION
5 MEETING STILE
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
CoLOCK RAIL TOP O LOCK
ALUMINUM ALUM
METHOD SUBSTRAT
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM 51ZE LISTED. WOOD: MIN. SG
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT NAILING FINMETAL: 18 GAUG
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. MIN. Fy=331
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
WOOD: MIN. SG
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