HomeMy WebLinkAboutProduct Approval; Sliding Exterior Door Assemblies398 East Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization: 29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
of
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
70 Series / V3 Series/ (5800)
Gliding Patio Doors
(IMPACT) (NON-HVHZ)
for
Florida Product Approval
FL## FL14998
Report No. 7291
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Current Florida Building.Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub — Category: Sliding Exterior Door Assemblies
Product: 70 Series / V3 Series/ (5800)
Gliding Patio Doors
(IMPACT) (!VON-HVHZ)
Material: Vinyl
Product Dimensions: See Installation Instructions, SWD039
Prepared for:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 7377Ovs
h Date:10/15/2020
Contents:
Evaluation Report Pages 1— 4
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Hermes F. Norero, P.E.
Florida P.E. No. 73778
/Q/A\\ BUILDING DROPS
4 A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows & Doors
Product Category: Exterior Doors
Product Sub -Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: 70 Series / V3 Series/ (5800) Gliding Patio Doors
(IMPACT) (NON-HVHZ)
FL#:FL14998
Date: 10/15/20
Report No: 7291
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows & 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 SWD039, 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,
excluding 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 wail 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 in Wind Zones 3 or less.
5. Site conditions that deviate from the details of Installation Instructions SW15039 require
further engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD039 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 2 of 4
BUILDING DROPS FL#: FL14998
A Perfect Solution in Every Drop! Date: 10/15/20
Certificate of Authorization- 29578 Report No: 7291
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:
The product described herein has been evaluated per:
• AAMA/WDMA/CSA 101/I.S.2/A440-11
• ASTM E1886-12
• ASTM E1996-17
1. Product Testing performed by Architectural Testing, Inc.
(FBC Organization # TST1795)
Report #: D5418.07-501-47 Report Date: 02/19/2014
Report #: D5568.07-501-44 Report Date: 03/05/2014
Product Testing performed by Testing Evaluation Lab, Inc.
(FBC Organization # TST4317)
Report #: TEL 01410069 Report Date: 04/02/2015
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization #QUA2515)
Installation Method: Please refer to installation instructions, SWD039, for anchor methods, selection, spacing,
edge distances, embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD039, for mull combination grouping,
configurations, and corresponding design pressures.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Equivalence of Test Standards:
FL#:FL14998
Date: 10/15/20
Report No: 7291
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) ASTM E1886-05
2) ASTM E1996-12
Chapter 35 of the current Florida.Building Code references the following editions of the above mentioned
test standards:
1) ASTM E1886-12
2) ASTM E1996-17
After review of the above -mentioned referenced standards and editions, it has been found that the results
and tests carried out meet the requirements for compliance. All referenced standards have been found to be
equivalent.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 4 of 4
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
70 SERIES/V3 SERI ES/(5800)
GLIDING PATIO DOORS
GENERAL NOTES: (NON-HVHZ) (IMPACT)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-11
• ASTM E1886-12
• ASTM E1996-17
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.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
95.5" X 81.5"
XO
+50/-50 PSF
MISSILE SIZE D WIND ZONE 3
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAILS
2
-
ELEVATIONS & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
-
INSTALLATION NOTES & ANCHOR DETAILS & SCHEDULE
V O.A. LG
1/8' ANNEALED GLASS
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UNIT MAX.
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WIDTHS 2.18"
UNIT
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ELEVATION
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FAIL SHEET 1
GLAZING
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VERTICAL SECTION
3 THROUGH FRAME
VERTICAL SECTION
3 NAIL FIN
AMERICAN CRAFTSMAN WINDOWS
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NORTH BRUNSWICK, NI 08902
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SHEET:
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4 -
SEE GLAZING SEE GLAZING
DETAIL SHEET 1 DETAIL SHEET 1
INTERIOR
i
EXTERIOR
HORIZONTAL SECTION
4 THROUGH FRAME
MAX. FRAME WIDTH
HORIZONTAL SECTION
METING RAILS
D.L.O.
MAX. FRAME WIDTH—
:ING SEE GLAZING
HEET1 DETAIL SHEETS
ERIOR
ERIOR
D.L.O.
C HORIZONTAL SECTION
NAIL FIN
(T) HORIZONTAL SECTION
4 THROUGH FRAME
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
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7TH FBC EDITION
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WIN MON OETA. OESEPoBED HEREIN ARE
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SHEET:
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�{ MIN. EMB.
SUBSTRATE BY OTHERS
MIN. EDGE
DISTANCE
EXTERIOR
1
3/8" MAX.
OSHIM SPACE
Q
INTERIOR
K-A-� ANCHOR DETAIL
5 NAIL FIN
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 t1.000
INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS ILE.,
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 1/16
INCH OR GREATER OCCURS. SHIM(S) SHALLBE CONSTRUCTED OF HIGH DENSITY
PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
7. FOR MASONRY OR CONCRETE OPENINGS, A IX WOOD BUCK MAYBE 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.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTARJOINTS. 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.
rMIN. EDGE DISTANCE
EXTERIOR
BY OTHERS
/J MIN•+MB•
f 3/8" MAX.
SHIM SPACE
NOTE:
JAMB HAVE
SIMILAR DETAIL ANCHOR DETAIL
5 v THROUGH FRAME (HEAD)
INTERIOR
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG - 0.65
#10 WOOD SCREW
1.61
0.75"
METAL: 18 GAUGE
3 THREADS MIN
THROUGH FRAME 8
Steel, MIN. Fy = 33KSI
#14 TEK SCREW
PENETRATION BEYOND
0,75'
STRAP ANCHOR
METAL
CONCRETE:
V =20DOPSI
1/4° ITW TAPCON
1.75.
2.5°
MASONRY., CMU per
1/4° ITW TAPCON
1.75°
2.6°
ASTM C90
WOOD: MIN. SG a 0.55
RS WOOD SCREW
it
0.76'
NAIL FIN
METAL' 1B WUGE Steal,
3 THREADS MIN
MW, FY�KSI
96 TEK SCREW
PENETRATION BEYOND
0175°
METAL
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ OB902
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7TH FBC EDITION
THE INSTAL400N DETAILS= -RED HEREIN ARE
GENERIC AND MAV W REFIECT AC CONS
FOR A SPEDRC SITE IF SITE CONDRIOPK CANSE
ITFSTA r- T. DEVNIE FROM THE REDI—EMS
DFTALLED HEM., A NRNSED ENfANEER OR --
SHALL PREPARE A. SFEOFK DDE MFNTS NA 18
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FL #:
FL 14998
DATE: 09.28.17
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