HomeMy WebLinkAboutRevisions Florida Building Code Online Page 1 of 3
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Product Approval Meno>Product or Apolication Search>Aooiicahon Llst>Application Detail
< FL# FL12769-R7
"� Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived _.
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbci@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbci@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
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
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/20/2016
https://www.floridabui lding.org/pr/pi_app_dtl.aspx?param=wGE VXQwtDgsmFBcODh9X... 5/22/2017
Florida Building Code Online Page 2 of 3
Date Validated 10/23/2016
Date Pending FBC Approval
Date Approved 10/30/2016
Summary of Products
FL# Model,Number or Name Description
12769.1 Contours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes H-1.2769 R7 C CAC. N1009887-R4 Certificate.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +55/-55 Installation Instructions
Other:Product Can Be Installed In The X,OX/XO,OXO, 1 L 276') R7 i t A008730 S:;2013-0 9 08.i>df
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions. Since product does not meet water infiltration Created by Independent Third Party: Yes
requirement for HVHZ,it must be installed per overhead Evaluation Reports
requirements as identified in Sec.4410.2.3.2 of the Florida Fl-l".769 R-/_..A.F PF:R.1791_gdf
RBC. Created by Independent Third Party: Yes
12769.2 Contours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769_R7_C CAi__.VI009887R_4 CerbfiK<lte.jydt
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +66/-66 Installation Instructions
Other: Product Can Be Installed In The X,OX/XO,OXO, F1-12769 R7 11 A0087 30 SS 2013-09-08.ndf
XX, OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions; and Must Be Installed With Surface Bolts. Since Created by Independent Third Party: Yes
product does not meet water infiltration requirement for Evaluation Reports
HVHZ, it must be installed per overhead requirements as FL12769 R7 AE PEP:37-.-)L,df
identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes
12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-1.2_*,69._R7 C_ CAC-.__N-I.009887.-R4 Certificat_,2,df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Product Can Be Installed In The X,OX/X0,OXO, FL12769 R7 11 A008731 SS 2015-10-03.1df
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No.73778
Instructions. Since product does not meet water infiltration Created by Independent Third Party: Yes
requirement for HVHZ, it must be installed per overhead Evaluation Reports
requirements as identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER_i792.;iif
RBC. Created by Independent Third Party: Yes
12769.4 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes :iL_1.77t,? fZ7_._C.._CA..0 N1009887_-.RSI__C r_tific; t .,u(.f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure: +66/-66 Installation Instructions
Other:Product Can Be Installed In The X,OX/XO,OXO, FI.12769 1 7..._11 A00b731._..:0_15_10-0?.ndf
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778
Instructions; and Must Be Installed With Surface Bolts. Since Created by Independent Third Party: Yes
product does not meet water infiltration requirement for Evaluation Reports
HVHZ, it must be installed per overhead requirements as FL1.27ii9..__R7..._AE_._PE ,7')2,_Ddf
identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes
4 12769-� Contours Steel,Wood Edge Half Vent Lite Outswing Door,3'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-1.2769 R7 C CAC N1011489-R1 Certificate.Ldf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2020
Design Pressure: +55/-55 Installation Instructions
Other:Product meets water infiltration requirements for FL12769...._R7_II A009078 SS 2013-02-28._p f
HVHZ Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party: Yes
Evaluation Reports
;-L12769_R7AE_PE�_>.793jq; it
Created by Independent Third Party: Yes
12769.6 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,9'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R7 C CAC NI0.11352-R1. Certificate..odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9X... 5/22/2017
Florida Building Code Online Page 3 of 3
Design Pressure:+50/-50 Installation Instructions
Other: FL12769_R7 II A008496FL.
Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party: Yes
Evaluation Reports
FL12769 R7 AE PER3833.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:-
91 RA] QCF.Gk
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgsmFBeODh9X... 5/22/2017
JELD-WEN DOOR TABLE 1
INSTALLATION DETAILS SIZE QUALIFIES:NON-IMPACT
CONTOURS PREMIUM STEEL WOOD EDGE MAX.PANEL WIDTH=36" 6'-8"TALL SYSTEMS:
HALF LITE
NON-IMPACT (X) m CD
3'-0"X 6'-8"OUTSWING OUTSWING POSITIVE +55 N
NEGATIVE -55 o m o m N
GENERAL NOTES * o N o
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL OUTSWING PRODUCT MEETS WATER as m 1.00CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE INFILTRATION REQUIREMENT AT DP55 o Y
TO TAS 202-94.
J
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK pc~ r x
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. x M m a ii
•• E
3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL m
HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. Y
4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN BELOW. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS
FOR NON-IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN COMPONENT LIST z
DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WENITEM DESCRIPTION MATERIAL QTY. O O
WEBSITE:JELD-WEN.COM/LEARN/RESOURCES/INSTALLATION&FINISHING/. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ. ~ C7 U
6.FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 2 2x WOOD SUB BUCK(GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ. g z ¢
3 1x WOOD SUB BUCK(GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ.
7.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1.SHEET 1. to F- O7
4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ. z D z
8.ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16"DEEP. EXAMPLE: 3/16"- 5 3116"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ. O opO 0
6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3
° ¢
7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 o x w
8 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 w Q w
9 3/4"O.A.HALF VENT LITE POLYPROPYLENE FRAME ODL#799 GLASS 1 UJ
m vi
37 1/2"MAX.O.A. 10 KWIKSET LOCK SERIES 400 STEEL 1 V) z w
O
FRAME TYP. 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 o S U) z
19518" O < ¢�
MAX. � z O o n
D.L.O. g p — 2 1/8" / NOTE: p 0 s z
WIDTH ;o O 2 3 4 5 SHIM FOR SUPPORT AT OR U ¢ C9
1/8"TEMPERED INTERIOR 1/2 GLASS BITE \),, ', / NEAR EACH ANCHOR IS a a
n GLASS 1 �� REQUIRED
F SIDE 9 /` 37 1/2"O.A. m
FRAME SIZE
O 3!4"MAX.
1 3/4" i>'•••,•,...6"TYP. 6"TYP.
v I 0.509"AIR SPACE { 2 3
Cl) i 0
m SCREEN �p
O O ODL REDISEAL N C0
o FOAM GASKET w 6"TYP. E
Digitally signed by Hermes F Norero,
pHIE LL P.E.
ODL VENT LITE FRAME a Reason:I am approving this document w
O Date:2013.02.28 18:48:18-05'00'
HALF VENT LITE GLAZING DETAIL g
Mo 17" O.C.
0 TYP. x"1111111
3-0 X 6-8 ELEVATION OUTSWING t `�N ES F. 0
SINGLE(X) .`� Q-
6"TYP. �� "���•• �O�� DATE: 02/20/2013
SHEET INDEX o 7 SCALE: NONE
DWG.BY:G.LUBBECKE
SHEET # DESCRIPTION o .
1 GENERAL NOTES, B.O.M., ELEVATIONS&ANCHOR LOCATIONSR Ei ; CHK.BY: S.SAFFELL
2 OUTSWING INSTALLATION IN WOOD 3-0 X 6-8 OUTSWING 398 D 1 D CH B' ? t>'.338 DRAA009078
3 OUTSWING INSTALLATION IN MASONRY/CONCRETE (16)ANCHOR LOCATIONS DA % 04
FBPE CERT./flf IAW .NO.29578 SHEET 1 OF
4 1 2
1"MIN.
4 OPTIONAL
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raMA
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cc
MIN.1/2 R E1/
INTERIOR MAX EMX
SHIM EXTERIOR
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SEE NOTE#8 1"MIN --I
ON SHEET 1 OUTSWING SINGLE (X) UNIT o
VERTICAL CROSS SECTION z 3
OUTSWING SINGLE(X) UNIT g '
SILL a 3! o
VERTICAL CROSS SECTION z j 0
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HINGE DETAIL a ua
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2 1 1 210
NOTES:
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR (n
O 1X BUCK CONCRETOMASONRY OPENINGS,SEE SHEET 3
1 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION
% �OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS
1"MIN. ACHIEVED.
2>1' MIN. \. j poo
ITEM#6,(#10 X 2')ONE SCREW TO BE INSTALLED IN EACH
HINGE,CLOSEST TO W
\• % WEATHERSTRIP. Q
1 4 AT SILL,PLACE ANCHOR IN SILL BASE M V21R
MAXIMUM SUPPORT.
1"MIN. \\ %%% 1"MIN. �.� ES F. O ii z
\� SEE NOTE#8 %% ���` �oFA���� DATE: 02I20I2013
} 4 1 ON SHEET 1 Z� •• : O
7SCALE: NONE
INTERIOR .....`"
1/4"MAX. 1/4"MAX. _ * , ; * _ Awa im G.LUBBECKE
1 1/2"MIN. SHIM SHIM F FW, ERO CHK.BY: S.SAFFELL
1 1/2"MIN. RDRAWING NO.:
EMBED. OUTSWING SINGLE (X) UNIT EMBED. 3sa o �". AcH$t4 F�i`338 A0NO.:
HORIZONTAL CROSS SECTION DAtfYA �L09078
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FBPE CER 1.aff►4-TKIM&29578 SHEET 2 OF 3
INTERIOR CONCRETE! OPTIONAL 1"MIN. 1"MIN. CONCRETE/
•
1"MIN. 1"MIN. MASONRY WOOD 1"MIN. MASONRY
BOTTOM
V MIN. BY OTHERS RAIL I 1 1"MIN. BY OTHERS
1 1/4"
MIN. _- 1"MIN. TYP. 1 1/4"MIN. INTERIOR } 1
EMBED EMBED �� j%j j �•°' 5
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0 6 r7 N
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1/4"
co E u-
SHIM E
MAX / EXTERIOR INTERIOR � Y
SHIM OUTSWING SINGLE(X)UNIT SEE NOTE#8 OUTSWING SINGLE(X) UNIT
ON SHEET 1 VERTICAL CROSS SECTION
SEE NOTE#8 VERTICAL CROSS SECTION OPTIONAL 1"BUCK
ON SHEET 1 SILL CONCRETE/ � ' w
OUTSWING SINGLE(X) UNIT MASONRY 3 1
VERTICAL CROSS SECTION BY OTHERS g z z
z
HEAD JAMB EXTERIORN � o
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g O 4X f O00 0
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3 REQ'D 1"MIN. a� ': \�� `-SEE ITEM#8 o LI-
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SHIM ° ... ..._......a - ...............
2 2 6 >
MIN.EMBED OUTSWING SINGLE(X)UNIT m
/p EXTERIOR HORIZONTAL CROSS SECTION\ } 1 1/4"MIN. OPTIONAL 1"BUCK
} EMBED
1"MIN. i } o V)
1"MIN. I 5 n2 1 z
1"MIN. P• \ /. A 1"MIN. a. r EXTERIOR
1 V MIN.
��• INTERIOR �j 1 1"MIN.
/ SEE NOTE#8 %�� 1"MIN. } a \ LL
Jr 1"MIN. a• \ SEE NOTE#8
1"MIN. ON SHEET 1 } o, �\. ON SHEET 1 0
a 1 1/4"MAX s ! 1"MIN. u �\� �1111111l�
1/4"MAX. 5 SHIM v �� S F. �, O
1 1/4"MIN.
1 1/4"MIN. SHIM EMBED. \ �� (ti�.'� �� 'I DATE: 02/20/2013
EMBED y OUTSWING SINGLE(X)UNIT } O '
HORIZONTAL CROSS SECTION o — I— 7 SCALE: NONE
NOTES: v 4 SHIM
1!4"MAX. = T T = Dwc.BY:G.LUBBECKE
1 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS CONCRETE/MASONRY 1 1!2"MIN INTERIOR
MINIMUM EMBEDMENT IS ACHIEVED. BY OTHERS EMBED �R ; CHK.BY: S.SAFFELL
�• :7 �`' DRAWING NO.:
ITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH HINGE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398 DAU p 338 A009078
g T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD OR JAMB DA RT.
oa SHEET 3 OF
FBPE CERT. 1�d��i.NO.29578