HomeMy WebLinkAboutNOTICE OF PRODUCT CERTIFICATION�� NOTICE
OF l .ODUCT CERTIFICAT",.:lV
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CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
SCANNED
BY
St. Lude county
COMPANY:
CODE:
REVISION DATE:
NI006254-R5
10/14/2005
Structural
JELD-WEN
104-3
05/05/2015
To verify that the "Notice ofProduct Certification" is valid, please visit www.NAMICertification.com to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN's "Steel Wood-Edge"Double
3737 Lakeport Boulevard
In-Swing/Out-Swing Entry Doors w/ODL
Klamath Falls, OR 97601
Impact Glass or ODL Impact Allen Frame
and Endura Ultimate Hurricane Astragal
Configuration: XX
Glazing: IG-1/8" Tempered Glass/
Laminate-1/8" Annealed Glass/0.090"PVB by
Solutia/l/8" Annealed Glass
Frame: W-1880mm(74") H-2489mm(98")
Panel: W-965mm(38") H-2413mm(95")
DLO: W-559mm(22") H-2032mm(80")
SPECIFICATION
PRODUCT RATING
TAS 201/202/203-94
Design Pressure: +50/-50 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3196-1/SJW2011-072/W-1488
Expiration Date: September 30, 2019 j
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Product Evaluation Report
398 E. Dania Beach. Blvd
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
JELD-WEN, inc.
Contours Steel Door, Wood Edge
8'-0" Outswing Impact Glazed Single or Double Door Unit
for
Florida Product Approval
Report No. 3391
Current Florida Building Code
Method: 1— A (Certification)
Category: Exterior Door Assembly
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Wood/24 Ga. Steel
Product Dimensions: 73.938"x 96.75"
Prepared For:
Jeld-Wen Inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Hermes Norero, P.E.
Florida Professional Engineer # 73778
Date: 01/26/2015
Contents:
Evaluation Report Pages 1 — 4
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Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document Hermes Norero, P.E.
Date: 2015.02.09 10:47:40-05'00' Florida No. 73778
Limits
BUILDING DROPS
A Perfect Solution. in Every Drop
Certificate of Authorization: 29578
JELD-WEN, inc.
Category: Exterior Door Assembly
Sub -Category: Swinging Exterior Door Assemblies
Method: State Product Approval Method (1)(a)
Name: Contours Steel Door, Wood Edge Door
(Impact)
73.938" x 96.75"
bf Use:
Date: 01/26/2015
Report No: 3391
This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Hermes Norer , 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 JW0509-01, signed and sealed by Hermes 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
Section 1609.1.2 of the current Florida Building Code and -does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing JW0509-01 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509-01 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/26/2015
Certificate of Authorization:29578 Report No: 3391
Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing'under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute, Inc. (FBC Organization #QUA1789).
Standards: The product described. herein has been tested per:
Data:
• TAS 201-94
• TAS 202-94
• TAS 203-94
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization # TST1589)
Report #: NCTL-210-3196-1, Report Date:04/26/2005
Report #; SIW2011-072, Report Date: 07/11/2011.
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization #: QUA1789)
3. Certification Agency
National Accreditation and Management Institute
(FBC Organization #: CER1773)
4_ Material Certification
Miami -Dade RER — Product Control Section NOA
Eastman Chemical Co. — Saflex HP Interlayer
S. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84-08
Report#: 3113726SAT-001 R1 Report Date: 03/13/2009
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of. Authorization: 29578
of Test Standards:
Date: 01/26/2015
Report No: 3391
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.
JELD-WEN, inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
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 materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For 2x wood buck substrate, use #10-Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type, concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (JW0509-01) for anchor spacing and more details of the installation
requirements.
DesignPressure:
Design Pressure
Positive 50 PSF
Negative 50 PSF
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4
JELDrWEN@ Steel
CONTOURS STEEL DOOR, WOOD EDGE
8-0 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT
UTILIZING COMPONENTS FROM ODL? INC. AND
ENDURA PRODUCTS INC.
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING
CODE (FBC), INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH
THE FOLLOWING:
TAS 201.94
TAS202.94
TAS203.94
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
3. PRODUCT ANCHORS SHALL BEAS LISTED AND SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1.
5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY
HURRICANE ZONE (HVHZ)
6. PRODUCT DOES NOT REQUIRE SHUTTERS
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021"min) thickness. Galvanized steel A7525
commercial quality AKDQ per ASTM 620 with average minimum yield
strength Fy(ave)=30627 psi
ire Design: Expanded polystyrene with 1.0 to 1.25lbs density, by Jeld-Wen Inc.
inel Construction: The active and Inactive panels are constructed from 24 GA
%.021"min) galvanized steel. The face sheets at top and bottom are bent 90" over
the top and bottom rails. The top rail measures 1.0"high x 1.688" wide. The steel
bottom rail measures 1.21 "high x 1.688" wide. The sides of the face sheets are roll
formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The
Interior cavity is filled with expanded polystyrene. The face sheets are glued to the
expanded polystyrene. The panels are cut out for the iwo-piece ODL Aluminum
ALLEN frame, Units are glazed with tempered and laminated impact 1"I0. On
double door applications the inactive door is fitted with an extruded aluminum
astragal of 6063-75 alloy, manufactured by Endura,
Frame Construction: The frames are constructed of fingerjointed pine jambs
measuring 4-9116"x 1.114". The head jambs are mortised and butt joined to
the side jambs, and attached with three (3) 16GA 7116" crown x 2" long
staples on each side. The threshhoid is attached to the side jambs with
three (3) 16GA 7116 " crown x 2" long staples on each side.
Glazing: ODL insulated lite is 1 "overall thickness, consisting of one (1)
pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125"
annealed with .090" PVB Interlayer by Solutla. All fifes are sandwiched
`glazed into the panels.
37 1/2" MAX,
FRAME WIDTH
35 3/4" MAX.
I` PANEL WIDTH rl
a
20 1/2
MAX
D.L.O.
�j
SINCLE OUTSiYINC UNIT (X)
SCALE: 1/2" =1'-0"
73 15/16" MAX. OVERALL
FRAME WIDTH
36 7/16" MAX,
PANEL WIDTH
W/ASTRAGAL
4 1 4
REF ASTRAGAL BOLT ITEM #12
TABLE I DESIGN PRESSURE RATING
APPROVED FOR USE WHERE
PROTECTION FOR WATER
INFILTRATION IS REQUIRED
POSITIVE
.50.0 PSF
NEGATIVE
-50.0 PSF
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS
2
VERTICAL CROSS SECTION 8 BILL OF MATERIAL
3
HORIZONTAL CROSS SECTIONS
4
OPTIONAL I BUCK IN MASONRY/CONCRETE CROSS SECTIONS
NCHORING LOCATIONS. —
6
COMPONENT DETAILS
7
UNIT COMPONENTS
_ROUBLE OUTSWINC UNIT (XX)
SCALE: 1/2" =1'—O"
NOTES:
1 — ALL VIEWS FROM EXTERIOR.
2 — FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS.
3 — FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHW%'410`fJRrrP.ETAIL!
n: I am approving this document
2015,07.0217:08:45-04'00'
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18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL STEEL
l 36 28 19 2x WOOD BUCK WOOD
30 1 34 9 20 NON COMPRESSION SHIM WOOD
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PRODUCT:
E 1 20 15 5TH EDITION FBC 7Y CONTOURS STEEL DOOR, WOOD EDGE
1 3ENERAL REVISION GL 8-0 OUTSWING IMPACT GLAZED W I N D o W 8 s D o o a a
o m C 2 5 08 ADD CONC. DWG_ EAG SINGLE OR DOUBLE DOOR UNIT
C, 3737 Lakeport Blvd.
B 4 8 O6 ENERAL REVISIONDREW PART OR ASSEMBLY: Klamath Falls, Oregon 97601
Iv T m A 12 17 04 GENERAL REVISION HORIZONTAL CROSS SECTIONS Ph. (541) 882-3451
o BY NO DATE DNS Fax (541) 850-2609
REVISI
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DRAWING No.:
W0509-01
SHEET 4 OF 7
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