HomeMy WebLinkAboutProduct Evaluation ReportBUILDING DROPS
F; 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
contact@buildingdrops.com
Product Evaluation Report Fell I COP'.
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of REVIEED FOR
American Craftsman Windows CODE COMPLIANCE
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Silver Line Windows and Doors 70 Series / V1 Series / (2127) Single -Hung Windows
(HVHZ)(IMPACT)
for
Florida Product Approval
FL# FL14911
r
Current Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— D (Engineering Evaluation)
Windows
Single Hung
70 Series / V1 Series / (2127) Single -Hung
Windows
PVC
See Installation Instructions, SWD050
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— 4
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Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.10.22 02:28:29 +02-001
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#: FL..
Date: 10/1
Report No:
Compliance Method: State Product Approval Method (1)(d)
Product Name: 70 Series / V1 Series / (2127) Single -Hung Windows
(HVHZ) (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.
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 SWD050, signed and sealed by Hermes F. Norero, P.E. (FL# 73778) for
specific use parameters.
Limits of Use:
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 not require an impact resistant
covering.
4. Site conditions that deviate from the details of Installation Instructions SWD050 require
further engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 2 of 4
11A\h\L
BUILDING DROPS FL#: FL14911
A Perfect Solution in Eve Drop! Date: 1
1 Every Report NNo: o: 726 263
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: The product described herein has been evaluated per:
Referenced Data:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization # TST1589)
Report: -
Dated:
NCTL 110-16327-1
08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date.02/06/18
NCTL 110-16327-2
11/05/2013
NCTL 110-16327-3
08/13/2013
11524.01-109-47
05/01/2018
11238.01-109-47
03/28/2022
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. Material Certification
Miami -Dade County Notice of Acceptance
Eastman Chemical Company (Previously Solutia)
Saflex (Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 4
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 10/14/20
Certificate of Authorization: 29578
Report No: 7263
Installation:
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements. - -
Design Pressure:
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
Manufacturer has tested their products to the following test standard edition(s):
1) AAMA/WDMA/CSA 101/I.S.2/A440-08
2) ASTM E1886-05
3) ASTM E1996-06/09/12
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) AAMA/WDMA/CSA 101/I.S.2/A440-11
2) ASTM E1886-12
3) ASTM E1996-17
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results. All referenced
standards have been found to be equivalent. All material test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 4 of 4
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 E330.02
• ASTM E1886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, ZX 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 / VI SERIES / (2127)
SINGLE- HUNG WINDOWS
(HVHZ) (IMPACT)
MAX OVERALL SIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52"
73"
O/X
+55/-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 SECT IDNS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
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INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF. ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/21NCH 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.
5. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND 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 FLAT HEAD ANCHORS.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG-0.55
#8WOODSCREW
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EXTERIOR CHANNEL
1.5'
0.75,
WOOD: MIN. SG = 0.55
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INTERIOR CHANNEL
1 5'
0.76'
#10 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.50,
METAL 18 GAUGE Steel,
METAL
THROUGH FRAME
MIN. Fy- 33KSI
# FLATHEAD IN THE
3 THREADS MIN
IN
INTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL
CONCRETE: FF3000PS1
3118*ITW TAPCON
125,
1.75,
FLAT HEAD
MASONRY: CMUNASTM
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FLATHEAD
125'
1.75
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