HomeMy WebLinkAboutProduct Evaluation Report; Sliding Glass DoorBUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product Evaluation Report
Of
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Atrium Corporation
RECEIVE®
332/388 NOV 2 7 '`9
Sliding Glass Door (Non -Impact) ST. Lucie County, Permitting
for
Florida Product Approval
FL# FL11646
Report No. 5454
File C opv
REVIEWED FOR
CODE COMPLIANCE
ST. L UCIE COUNTY
SOCC
Florida Building Code Current
Method: 1— A (Certificate)
Category: Exterior Doors
Sub — Category: Sliding Exterior Door Assemblies
Product: 3321388 Sliding Glass Door
Material: Vinyl
Product Dimensions: See Installation Instructions ATRO25
Prepared For:
Atrium Corporation
300 Welcome Center Blvd.
Welcome, NC 27374
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:01/03/2018
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2018.01.09 07:38:42-05'00'
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Page 1 of 3
1(1,\\ BUILDING DROPS
A Perfect Solution in Every Drop!
16 Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
Atrium Corporation
Exterior Doors
Sliding Exterior Door Assemblies
State Product Approval (1)(a)
332/388 Sliding Glass Door
(Non -Impact)
FL#:FL11646
Date: 01/03/2018
Report No: 5454
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Atrium
Corporation based on Method 1a of the State of Florida Product Approval, Florida Department of
Business and Professional Regulation — Florida Building Commission.
Limits of Use:
Hermes 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 ATR025, 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,
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 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 ATR025 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions ATR025 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL11646
® A Perfect Solution in Every Drop! Date: 01/03/2018
. Certificate of Authorization: 29578
Report No: 5454
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a program audited by and approved
by National Accreditation and Management Institute (FBC Organization #:
CER1773).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-05
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced Data: 1. Product Testing performed by Architectural Testing, Inc.
(FBC Organization # TST1558)
Report #: D5177.01-801-47, Report Date: 03/03/14
Report #: D5179.01-801-47, Report Date: 03/01/14
Installation:
2. Certification Agency
National Accreditation and Management Institute
(FBC Organization #: CER1773)
Refer to Installation Instructions (ATR025) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (ATR025) for design pressures based on sizes and configurations
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHORS ARE 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.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE
OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT
DETAIL (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 I/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
S. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE N8
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I I/2INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE N10
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
7. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE
3/16INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE
1 1/41NCH MINIMUM EMBEDMENT.
8. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
10. 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.
11. 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.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0S5.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90.
ATRIUM CORPORATION
3321388 SLIDING GLASS DOOR
(NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) & THE CURRENT IBC/IRC, EXCLUDING
HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X 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. 1XAND ZX 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. DOOR FRAME MATERIAL' VINYL/PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAIL
B. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
9. APPROVED CONFIGURATION:
• 2 TRACK: OX, XO
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
C
INSTALLATION & GENERAL NOTES
2
C
ELEVATIONS & ANCHOR LAYOUTS
3
C
ELEVATIONS & ANCHOR LAYOUTS
4
C
ELEVATIONS & ANCHOR LAYOUTS
5
C
VERTICAL SECTIONS & GLAZI116 DETAIL
6
C
HORIZONTAL SECTIONS
DESIGN PRESSURE RATING
SIZE
DESIGN PRESSURE
USSILE IMPACT RA
72' X 95.5' •
+40.0 / -40.0 PSF
NON -IMPACT
70.75' X 95.50"
.50.0 / -50.0 PSF
72" X 81.50' •
-50.0 / -50.0 PSF
94.75" X 79.50"
•50.0 / -50.0 PSF
*UNIT USES ALUMINUM REINFORCEMENTS
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BY OTHERS
PERIMETER CAULK
BY OTHERS
O.A. DOOR EXTERIOR
HEIGHT
SEE GLAZING \ /
DETAIL /
#B WOOD SCREW
INSTALLATION ANCHOR
3/4" MIN. EDGE
DISTANCE
21/2" MIN. EDGE
DISTANCE
IX WOOD BUCK
BY OTHERS (OPTIONAL)
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
3/16" ITW TAPCON
INSTALLATION ANCHOR ATRgUM
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GLAZING DETAIL
NOTES:
1. GLASS THICKNESS AND TYPE SHALL COMPLY WITH
ASTM E 1300 REQUIREMENT GLASS CHARTS.
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WITH SAFETY GLAZING REQUIREMENTS OUTLINED
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