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FL #
FL14569-119
Application Type
Revision
Code Version
2017
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments FILEArchived COPY
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Jason Kantola
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14569 R9 Equiv ASTM E84 Eauivalency Letter SS 2017-08-31.pdf
Product Approval Method Method 1 Option A
Date Submitted 10/02/2017
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI006255.02-R3
06/23/2011
Structural
JELD-WEN
104-3
05/05/2015
verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the
duct is active and currently listed. This certification represents product conformity to the applicable specification and
t certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
tification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
Series "Contour Premium Steel Door"
3737 Lakeport Boulevard
Double In-Swing/Out-Swing Steel Wood-
IGamath Falls, OR 97601
Edge Entry Doors w/ODL Impact
Allen Frame and Endura Ultimate
Hurricane Astragal
Configuration: XX
Glazing: IG-1/8" Tempered Glass/
Laminate-1/8" Annealed Glass/0.090" Solutia Interlayer/l/8"
Annealed Glass
Frame: W-1880mm(74") H-2083mm(82")
Panel: W-927mm(36.5") H-2013mm(79.25")
DLO: W-559mm(22") H-16261mm(64")
SPECIFICATION
PRODUCT RATING
TAS 201/202/203-94
In -Swing (I/S) Design Pressure: +60/-65 psf
US water Resistance Test Pressure: 137 Pa (2.86 psi)
Out -Swing (O/S) Design Pressure: +65/-60 psf
O/S Water Resistance Test Pressure: 467 Pa (9.75 psi)
Large, Missile Impact Rated
Product Tested By:
Report No:
Expiration Date:
National Certified Testing Laboratories
NCTL-210-3195-1/SJW2011-050/W-1486/W-1556/W-1564
June 30, 2019
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
398 East Dania Beach. Blvd.
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Product Evaluation Report
Of
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
6'-8" Inswing Impact Glazed Single or Double Door Unit
for
Florida Product Approval
Report No. 3393
Current Florida Building Code
Method: 1— A (Certificate Method)
Category: Exterior Door Assembly
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Wood/24 Ga. Steel
Product Dimensions: 74" x 82"
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
```��►t r, a ►iii�,�i
o
Prepared by: �.�` Q-�.••••' • F
Hermes Norero, P.E. ZZ' �-� ' . Ao
Florida Professional Engineer # 73778 7 .
Date: 01/26/2015
='fl TT �=
Contents: �0� = (p pP; ' <v-
Evaluation Report Pages 1— 4G��
Digitally signed by Hermes F. Norero, P.E�!i,�S/�N;
Reason: I am approving this document
Date: 2015.02.0911:09.40-05'00' Hermes Norero, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
rer: 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
(Impact)
74" x 82„
of Use:
Date: 01/26/2015
Report No: 3393
This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 13778) 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 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 JW0509-04, 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 JW0909-04 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509-04 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
Certificate of Authorization: 29578
Date: 01/26/2015
Report No: 3393
y 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-210-3195-1, Report Date: 04/28/2005
Report M SJW2011-050 Report Date: 06/13/2011
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
5. 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
ilence of Test Standards:
Date: 01/26/2015
Report No: 3393
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.
on: 1. Approved anchortypes 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 (M), 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 (JW0509-04) for anchor spacing and more details of the installation
requirements.
Pressure:
Design Pressure
Positive 60 PSF
Negative 65 .PSF
Note: Product has not been rated for water infiltration. If authority having jurisdiction requires that
product meets this requirement, product shall be used when installed at locations protected by
overhang such that overhang (OH) ratio = OH Length / OH Height > 1.0
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4
JELDrWEN® Steel
CONTOURS STEEL DOOR, WOOD EDGE
6-6 INSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT
UTILIZING COMPONENTS FROM ODO INC. AND
ENDURA PRODUCTS INC.
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING
CODE (FBC), INCLUDING HV14ZAND HAS BEEN EVALUATED 1NACCORDANCE WITH
THE FOLLOWING:
TAS201-94
TAS 202-94
TAS 203-94
2. WOOD BUCKS BY OTHERS, MUST BEANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL SEAS 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 DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH
VELOCITY HURRICANE ZONE (HVHZ)
6. PRODUCT REQUIRES PROTECTIVE COVERING IN ACCORDANCE TO THE FBC IN
HVHZ
RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions)
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021"min) thickness. Galvanized steel A-525
commercial quality AKDO perASTM 620 with average minimum yield
strength Fy(ave)=30627 psi.
Core Deslon. Expanded polystyrene with 1.0 to 1.25lbs density, by Jeld-Wen Inc.
Panel Construction: The active and inactive panels are constructed from 24 GA
(0.021"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 two-piece ODL Aluminum
ALLEN frame. Units are glazed with tempered and laminated impact 1 " IG. On
double door applications the inactive door Is fitted with an extruded aluminum
astragal of 6063-T5 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 buttjoined to
the side jambs, and attached with three (3) 16GA 7116" crown x 2" long
staples on each side. The threshhold Is attached to the side jambs with
three (3) 16GA 7116 " crown x 2" long staples on each side.
Glazino: ODL Insulated lite is 1"overall thickness, consisting ofone (1)
pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125"
annealed with .090" PVB interiayerby Solutia. Alllites are sandwiched
glazed into the panels.
0
37 1/2 MAX. 74" MAX. OVERALL •q o rn ; rn
FRAME WIDTH FRAME WIDTH O > 0 m
36 D1/2" MAX.
O DD OcmN
mN o
35 3/4 MAX. PANEL WIDTH Q = co Lo
PANEL WIDTH W/ASTRAGAL • a O Go co
co
co
� mNto
rEL„
�AN mE LL
cu
�E 20 1/2" 20 1/2" �E Y
o MAX. MAX. c2
!E o = � D.L.O. D.L.O. _
= 16 20 1/2' w = IJt
W MAX W
INACTIVE ACTIVE w
q O D.L.O. OPP. E 0 o
3 3 co3 3 0 3 QWj
B C C C ' 9 o�
4 4 4 4 \ 3�0
O -6
15 ^ oaDO z
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v~1�� wZ
A A A A A A F j w-W`2¢aq
2 4 2 4 2 4 0�to aw
to
REF ASTRAGAL BOLT ITEM #12 a 0 a �CD
SINGLE INSK'I"N UNIT (X) DOUBLE INS)yING UNIT (XX,Z r - m
SCALE.- 1/2" =1'-0" SCALE.- 112" =1'-0" rn 0.. r 1
W01611-8100_. � 3• �i �
TABLE I DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
LTRATI
WHERE WATER INFlLTRATION
REOUIREMENTISNOTNEEOEDOR
REOUIREMENTIS D.
PROTECTED BY OVERHANG.
POSITIVE
NOTAPPROVED
.60.0 PSF
NEGATIVE
NOT APPROVED
-65.0 PSF
* Unit shall be Installed at location protected by overhang such that
overhang ratio (OH) o OH length/OH height greater than 1.0
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS
2
VERTICAL CROSS SECTION & BILL OF MATERIAL
3
HORIZONTAL CROSS SECTIONS
4
OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS
5
ANCHORING LOCATIONS
6
COMPONENT DETAILS
7
OMPON -- - -
NOTES:
1 - ALL VIEWS FROM INTERIOR.
2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS.
3 - FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN
MASONRY/CONCRETE. SEE S `WiI411FP,} DETAIL!
F. /V., ,O_
7 SEAS NOTED
* • e * - DWG. BY: EAC
T T ) GHx. BY.-S. SAFFE
�f•E� DRAWING NO.:
-04
F.Norem,P.E',(Eta,p,77'��`e JW0509
I- - 1" MIN.
—^ 1" MIN. —I
18
1" MI
1" MIN. I
1"
MIN.
1,. MIN.
19
t
4
1 1/2"
FMIN.
20
1/4 MAX'
EMB.
SHIM THK.
2
' SEE
1/4" MAX.
SHIM THK. DETAIL ASHT.
SEE
7
26
DETAIL A
SHT. 7
:. .....
28
1 5
9
21
1 35
9
30
21
21
21
`
r
I
1
21
w
o
EXTERIOR
SEE
DETAIL G
,
w
w
o
SHT. 6
w
o
-i
EXTERIOR
23
m
w
o
22
w
00
m
24
J
co
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C4
INTERIOR
n
24
m
IN7
21
00
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21
21
:.s•
30
m
.*:
21
27
29
34
27
1
5
11
g �
11
-z
1 35
1 1/2" MIN. EMB.
19
a
�zm
<
1" MIN.
—
CROSS SECTION TYP
3VERTICAL
2 WOOD FRAME INSTALLATION
SCALE.- 6" =1'-D"
CONC=E-IN.S7`ALLA270W1� CALL
SEE
DETAIL G
SHT. 6
Item
DESCRIPTION
Moterial
1
SIDE JAMB 1 1 4"x 4 9 16" FINGERJOINTED PINE
PINE
2
HEAD JAMB 1 1 4 x 4 9 16" FlNGERJOINTED PIN
PINE
3
4" x 4" BUTT HINGE 12GA. .089 MIN
4
#9 x 1" PHILLIPS LATHEAD WOOD SCREW
STEEL
5
10 PHF SCREW WITH 1 1 2" MIN. EMBED.
STEEL
6
10 X 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
7
#8 X 3" PHILLIPS FLATEHEAD WOOD SCREW
STEEL
8
BXI- PHILLIPS FLAT HEAD WOOD SCREW
STEEL
9
COMPRESSION WEATHERSTRIP 0-LON ODS-650
VINYL
71
INSWING ADJUSTABLE THRESHOLD ENDURA
ALUMINUM
12
ASTRAGAL THROW BOLT STEEL ROD 5116 x 18"
STEEL
13
ASTRAGAL BOLT STRIKE PLATE LOCATED
ON HEAD JAMB
STEEL
14
116 Go. 7 16" CROWN x 2" LONG STAPLES
STEEL
15
KWIKSET LOCK SERIES 400
STEEL
16
KWIKSET DEADBOLT SERIES 780 '
STEEL
17
ENDURA ULTIMATE HURRICANE ASTRAGAL
ALUMINUM
18
2x WOOD BUCK
19
2x WOOD BUCK
WOOD
20
NON COMPRESSION SHIM
WOOD
21
DOW 995 SILICONE SEALANT
SILICONE
22
1 IMPACT IG ASSEMBLY BY ODL
GLASS
23
1 8 TEMPERED GLASS
GLASS
24
3 8 LAMINATED ANNEALED GLASS
GLASS
25
LOCK BLOCK
WOOD
26
TOP RAIL FlNGER JOINTED LVL
LVL
27
BOTTOM RAIL 25GA MIN GALVANIZED STEEL
STEEL
28
EXPANDED POLYSTYRENE 1.0 TO 1.2516s DENSITY BY JM-WEN
FOAM
29
STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED
A-525 COMMERCIAL QUALITY 0.021" MIN. THICK.
STEEL
VANIZED
30
ODL LN A N FRAME ALUM 6063 15
ALUMINUM
31
HINGE SIDE STILE FINGER JOINTED LVL
LVL
2
LATCH 510f SDLE (FINGER JOINTED LVL
01
33
#8 x 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
34
INSWING VINYL DOOR BOTTOM SWEEP
VINYL
35
3 16 ITW BUILDEX TAPCON WITH 1.25" MIN. EMBEDMENT
STEEL
36
OPTIONAL 1x WOOD BUCK
WOOD
NOTES:
SO 0:> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR
SPACING (ITEMS #5 & #34), SEE SHEET 5.
MASONRY AND CONCRETE INSTALLATION DETAILS.
FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS.
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT IS ACHIEVED.
Lo
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* E DWG. BY: EAG
T T re 4 CHK. SY:S. SAFFEL
DRAWING NO.:
)ID�(�iaGexe4sn�p JW0509-04
FBpECERt/at 4.Y .9578
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A
z n o E 1 20 15 5TH EDITION FBC SM CONTOURS STEEL DOOR, WOOD EDGE ���
c- ? x c9i >
o a N D 1 1 1 10 GENERAL REVISIO GL 6-8 INSWING IMPACT GLAZED WINDOWS i DOORS
0 0 C 2 5 08 ADD GONG. DWG. EAG SINGLE OR DOUBLE DOOR UNIT 3737 Lakeport Blvd.
cO " o o B 4 8 06 GENERAL REVISIO DR PART 0R ASSEMBLY: Klamath Falls, Oregon 97601
ors "n Q ou A 12 17 04 GENERAL REVISION HORIZONTAL CROSS SECTIONS Ph. (541) 882-3451
o NO DATE REVISIONS BY Fax (541)850-2609
x
1 MIN. 82" MAX. OVERALL FRAME HEIGHT
EMB. IN.1EM8
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PRODUCT:
E 1 20 15 5TH EDITION FBC SM CONTOURS STEEL DOOR, WOOD EDGE N
o n a ro D 1 10 GENERAL REVISIONGL 6-8 INSWING IMPACT GLAZED �NDOWl7t s�
oo N C 2 5 08 ADD CONC. DWG. EAG SINGLE OR DOUBLE DOOR UNIT
cn 3737 Lakeport Blvd.
B 4 8 06 GENERAL REVISION DRU PART OR ASSEMBLY: Klamath Falls, Oregon 97601
o m A 12 17 04 GENERAL REVISION 1X BUCK & OPTIONAL INSTALL IN Ph. (541) 882-3451
o NO DATE REVISIONS BY CONCRETE/MASONRY CROSS SECTION Fax (541) 850-2609
82"
12" NP. � 6"
SEE DETAIL C
36 3/8" 5 1/2" SHEET 6
a
I 1
a
Ln L4 V (A 11
I
6" TYPICAL n 6" TYPICAL
r cn D 7 3/8"
� r
• y 38 3/8"
_ 69 3/8"
Ln
om
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(n N 82"
m
m
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m y � 12" TYP.
cn D
1 7�7� d -
�I
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m xm
m mm
m r>* D c"
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6" m
1 1 I 1 I
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36 3/8- 5 1/2" o,
N
V N
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V7 (Wl1 mm
mm
mo -
rn
N
v r
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1 1 1 1
-n
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PRODUCT:
E
1 20 15
5TH EDITION FBC
SM
CONTOURS STEEL DOOR, WOOD EDGE
TET�'�'�.�r.�'EN
o
a
N
D
1 1 1 0
GENERAL REVISION
GL
6-8 INSWING IMPACT GLAZED
%/
WINDOW S• D 0 0 3L B
C
2 5 08
ADD CONC. DWG.
EAG
SINGLE OR DOUBLE DOOR UNIT
3737 Lakeport Blvd.
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