HomeMy WebLinkAboutPRODUCT EVALUATION REPORT12rBUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
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Product Evaluation Report SCANNED
BY
Of St. Lucie County
Silver Line Building Products
Series 70 Model 2127 — Extruded Vinyl Single Hung Window
(Non -Impact)
for
Florida Product Approval
FL# FL19715
Report No. 4805
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Product:
Series 70 Single Hung Window
Material:
PVC
Product Dimensions:
See Installation Instructions, SWD010
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer N 73778
Date:12/15/2017
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Dale: 2017.12.18 18:32:10 -05'00'
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Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: Silver Line Building Products
Product Category: Windows
Product Sub -Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 70 Single Hung Window
FL#: FL19715
Date: 12/15/2017
Report No: 4805
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method ld 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 SWD010, 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 drawing SWDO10 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWDO10 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Quality Assurance:
Performance Standards:
Referenced Data:
FL#: FL19715
Date: 12/15/2017
Report No: 4805
The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
The product described herein has been tested per:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA101/I.S.2/A440-08/11
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL01410311 12/15/2010
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/Hal]Mark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
/(tBUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
FL#: FL1971S
Date: 12/15/2017
Report No:4805
A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11
Gauge Roofing Nails OR 30d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50" into wood framing.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4