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Product.Approval P1enu>Product or Application Search>Application List>Application Detail
r
t FL# FL13540-R4
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
fbcl@jeld-wen.com
A
Authorized Signature Kaede McLaughlin
fbcl@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 E1886 2005
ASTM E1996 2005 A
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By Approved Testing Lab
FL13540 R4 Eauiv JELD-WEN ASTM E1996 Equivalency Letter.udf
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDquynOPErOHe... 12/15/2016
Florida Building Code Online Page 2 of 3
Date Submitted 10/20/2016
Date Validated 10/23/2016
Date Pending FBC Approval
Date Approved 10/30/2016
Summary of Products
FL# Model,Number or Name Description
13540.1 Contours Steel,Wood Edge 3'-2"x 6-10",Opaque Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R4 C CAC NI010116-R4.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2026
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R4 II JW1.62009 SS 2014-11-11.0f
Verified By: Hermes F.Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party: Yes
13540.2 Contours Steel,Wood Edge 6'-2"x 6-10",Opaque Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R4 C CAC NI010116-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2026
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R4 II JW162009 SS 2014-11-11.�df
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291. SS 2014-11-1I.pdf
Created by Independent Third Party: Yes
13540.3 Contours Steel,Wood Edge 5'-5"x 7'-11",Opaque Inswing and Outswing Door with
Transom and Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R4 C CAC NI010116.02-112.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions A
Other: FL13540 R4 II 3W162009 SS 2014-11-1l.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party: Yes
13540.4 Contours Steel,Wood Edge 5'-5"x 6-10",Opaque Inswing and Outswing Door with
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R4 C CAC NI010116.02-R2.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf
Verified By: Hermes F.Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party: Yes
13540.5 Contours Steel,Wood Edge 4'-3"x 6-10",Opaque Inswing and Outswing Door with
Sidelite
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R4 C CAC N1010116.02-R2.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party:Yes
Evaluation Reports A
FL13540 R4 AE PER3291 SS 2014-11-1.1-pdf
Created by Independent Third Party: Yes
https://www.floridabui ldiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHe... 12/15/2016
Florida Building Code Online Page 3 of 3
i
13540.6 Contours Steel,Wood Edge 3'-2"x 7'-11",Opaque Inswing and Outswing Door with
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL13540,_R4 C CAC..,_NI 010116.02_-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: FL1354Q,.,._R4II ]1N162009.._SS.2014.F1.1„,Lj.:;pcf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R4 AE PER3291. SS 2014-11-11..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:
1901091 Kid .
A
Credit Card
Safe
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e
https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquynOPErOHe... 12/15/2016
NAMI NOTICE OF PRODUCT LINE
CERTIFICATION
ci.Q
Certification No.: NI010116-R4 Page 1
Date: 02/11/2010
Revision Date: 10!12/2016
Certification Program: Structural
�• �', Company: JELD-WEN
Code: 1822-1
To verify that the "Notice of Product 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: JELD-WEN
3737 Lakeport Boulevard
Klamath Falls, OR 97601
Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24
Gauge Steel Side Hinged Doors
Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009-
200/SJW2010-001/W-1685/W-1695/W-1788
Section 1: General Description of the Products and Systems under this
Certification
1.1 Frame: The frame jambs consisted of finger jointed pine wood head and
jamb members. The frame jarnbs were milled and joined to the frame head
using a rabbet joint and four(4) 1.6 mm x 11 mm x 51 mm(16 GA x 0.483"
x 2") staples per corner. The frame sill was square cut, sealed with a foam
gasket and joined at each end to the frame jambs using three (3) 1.6 mm x
11 mm x 51 mm (16 GA x 0.483" x 2") staples through the jamb and one
(1)4.2 mm x 51 mm(#8 x 2) flat head screw through the sill per corner.
1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 min(0.028")
thick galvanized steel skin on the interior and exterior surfaces with an
internal polystyrene core. The door leaf face sheets were glued to the core
and laminated veneer lumber(LVL) stiles and top rail.
1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 mm (0.021")
thick galvanized steel skin on the interior and exterior surfaces with an
internal polystyrene core. The side-lite leaf face sheets were glued to the
core and laminated veneer lumber(LVL) stiles and top rail.
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23072
TEL(804)684-5124 FAX(804)684-5122
A
Certification No.: N1010116-R4 Page 2
1.4 Glazing (where used)
Sidelites- The overall insulating glass unit comprised of two (2) panes of
3.2 mm(0.125")nominal tempered glass.
Transom-The overall insulating glass unit was comprised of two(2)panes
of 2.2 mm (0.087") nominal annealed glass.
1.5 Mullions: The laminated veneer lumber(LVL)integral mullion was milled
at each end and fastened to the head and sill using three (3) 4.2 mm x 64
mm (#8 x 2.5") flat head screws. The combination mullion consisted of A
finger-jointed wood frame head of the OXO SHD joined with finger jointed
wood frame sill of the fixed transom.The mullion joint was fastened on the
interior and exterior sides using one(1)27 nim x 13 mm x 0.64 mm(1.063"
x 0.5"x 25 GA)corrugated nail at approximately 51 min(2"), 152 mm.(6"),
343 mm(13.5"), and 610 mm(24") from each end.
Section 2: Registered Suppliers
2.1 Door Lites: ODL
2.2 Astragal: Global
2.3 Sills: Out-Swing-AFCO Model 117TH973
Out-Swing-AFCO Model J-2297
In-Swing-Endura ZAILP56WMF120
In-Swing-AFCO A-276 (In-swing single door only)
2.4 Hardware: Kwikset Lock Series 400
Kwikset Deadbolt Series 6600
A
See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you
have any questions regarding this certification,please contact NAMI at(804)684-5124.
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23072
TEL(804)684-5124 FAX(804)684-5122
NOTICE OF PRODUCT CERTIFICATION
cc oy Company: JELD-WEN Certification No.: NI010116.01-R3 Page 3
�
3737 Lakeport Boulevard Certification Date: 02/11/2010
< o x Klamath Falls,OR 97601 Expiration Date: 12/31/2026
Revision Date: 10/12/2016
Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
., Side-Lites or w/or w/o Transom (w/Wood Frame unless noted)
Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the "Notice of Product 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.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Ne ( sf) Rated Comments
X I/S Opaque 3'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Single Wind Zone 4 (06/09/2014)!PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW1620091-16 011271
X O/S Opaque 3'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:J W 162009(1-l6)/AO11271
XX I/S Opaque 6'2"x 610" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 6'7"
Anchor Details:J W 162009(1-16)/AO 11271
XX O/S Opaque 6'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685AV-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW 162009(1-16)/A011271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
_ Tel: (804)684-5124/Fax: (804)684-5122 _
NAMI AUTHORIZED SIGNATURE:-
_ a
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-WEN Certification No.: NI010116.02-R4 Page 4
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2026
i r ,
Revision Date: 10/12/2016
Product: Series Energy Saver/Contour Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
Side-Cites or w/or w/o Transom(w/Wood Frame unless noted)
Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the"Notice of Product Certification" is valid, please visit www.NAM]Certification.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.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Ne (psf) Rated Comments
OX/XO I/S or Door-Opaque 4'3"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Wind Zone 4 (06/09/2014)/PER 2947AW-1685/W-1695/W-1788
Single w/Sidelite O,/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67"
Sidelite DLO:7"x 63"Glazing:rG-1/8"Tempered Glass
Anchor Details:JW162009(1-16)/AO 1.1271
OXO I/S or Door-Opaque 5'5"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Wind Zone 4 (06/09/2014)/PER 2947/%V-1685/W-1695/W-1788
Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67"
Sidelite DLO:7"x 63"Glazing:IG-1!8"Tempered Glass
Anchor Details:JW 1620091-16 /AO 11271
O/X I/S or Door-Opaque 3'2"x T1 1 +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Single w/Transom O/S Sidelite-GIazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67"
Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass
Anchor Details:JW 1620090-16)IAO 11271
O/OXO I/S or Door-Opaque 5'5"x Tl 1 +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67"
&Transom Transom-Glazed Transom-No Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass
Anchor Details:JW1620091-16 /A0ll271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Eax: (804)684-5122 _
NAMI AUTHORIZED SIGNATURE:
a a a
JELDIY N@ 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
6.0 X 6-8(XX)&5-4 X 8-0(010X0) 36 3/8"WITH SHT# DESCRIPTION p
INSWING/OUTSWING ASTRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES
rn
24 GA.STEEL IMPACT DOOR SYSTEM 2 INSWING ELEVATIONS 3 INSWING ELEVATIONS&BILL OF MATERIAL > Er
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O
5 INSWING VERTICAL SS
ONS
1 THE PRODUCT SHOWN FLORIDA BUILDING ODE(FBC)ASEDEIN IS IGNED ON THE SIGNED GNED ANDCbMPLY ITH SEALiED DATE. PRODUCT HAS NT IRC AND 6 INSWING HORIZONTALCROSSSEICTIONS M to
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z 0O Q M
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 OUTSWING ELEVATIONS d ly CV
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. w O FP14
OUTSWING VERTICAL CROSS SECTIONS IZ W =00
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. x 25 OUTSWING VERTICAL CROSS SECTIONS Q F r
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O WOUTSWING HORIZONTAL CROSS SECTIONS �1 _j a d
LOADS TO THE STRUCTURE. _ xLO
OUTSWING HORIZONTAL CROSS SECTIONS ^ <
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR D WANCHORING LOCATIONS I j n J 2
> 6 A" Q 6 zANCHORING LOCATIONS Y 0EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O FDaANCHORING LOCATIONS&DETAILS
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. x UNIT COMPONENTS
5. SCALE BASED ON 11x17 SHEET SIZE. 2 NOTE 2 NOTE 2 <
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. m \ / w
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION,IF AUTHORITY HAVING JURISDICTION \ / o
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w 0 w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH 0 x� .6
INACTIVE ACTIVE 00 N
LENGTH/OH HEIGHT IS 1.0. 00<< z
my 0w
ASTRAGAL A B 0 x( ¢0
DOOR LEAF CONSTRUCTION: NOTE 2 0`O z J
DOUBLE UNIT(XX) Q
-
FACE SHEETS:THE FACE SHEETS ARE GLUED TO w C3.a„rn w cr
<
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) wx 0 w
z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND U)m g w 2 w
DENSITY EXPANDED POLYSTYRENE(EPS), j o z y z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF v O n
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GAo z z 0
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 a O — of
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203'BOTTOM RAIL DESIGN PRESSURE RATING
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK
BLOCK IS 1.688"X 3 118"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: t�i3 5 m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZINGSINGLE DOOR WITH&WITHOUT DOUBLE DOOR z w
Z
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. ¢z z
SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x¢0
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. 0 x p
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w U 0.to
INSWING 0 w o_z
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 00 0L)O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM o 0 w co
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o 0 W
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING of
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED % NEGATIVE 55 55 ul N
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, v
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116"X 2"LONG CROWN NOTES: N o
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o c�
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTk(?N I I y
tft
�
RECE
NTER VER PLUG IOF THE S L THRESHOLD
D TO RECEIVE THE BOTTOM AND FILLED WITH DOW 1199 SILICONE.
L BOLT. PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE �%%%% F.N '�i� r0¢O
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL ANDA
EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" �` z
SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A igitally signed by Hermes F.Norero,P.E •\ � ' DATE 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE Z;' 1 Q
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am approvin this document /' SCALE
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE 9 7 1/2"=1'
OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34-0500'
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" __ * _= DwO.BYG.LUBBECKE
IN PLACE WITH 16GA X 7/16"X 2"STAPLES.
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT — 0 ' T/1T ir
41 CHK.BY: S.FREY
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" p '• � �4 P�'��
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE iO� iortaoP"�,Nv.rir7 ���� DRAWING No.:
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS i�F� tai^ems°� � �� JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. �� piyR n F. f�
FBPE CMxrC 6f'A,If61iL�iEn No.29578 SHEET 1 OF 16
y a a
64 1/2"MAX
O OVERALL WIDTH I 64 112"MAX O.V.A WIDTH I 51"MAX
J ^ 35 3/4"MAX
`�0 58 1/2"MAX.D.L.O. OVERALL WIDTH
^ PANEL WIDTH
o
N_ CO
p 7 7 0)
NOTE 2 ' 26 \ 26 \ \ O> O
oJ0
26 \ 7 w x z OQC?
O \ LL N
25 = x $—.
\` H j W. J 6 a z Y 2 Co0
6 m wo � �qa I ¢ a p B p g o Q ^ ��
_ 6 Fi w o D NOTE 2 p p 6 O S D- 2 NOTE 2 p NOTE 2 x J c� Q
w O G 6 20 / NOTE m /
z 6 B < m d
a NOTE 7 p 6 m o / n o /
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398 E. Dania Beach Blvd
BUILDING DROPS Suite 338
Dania Beach, FL 33004 A
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation .Report
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
fog'
Florida Product Approval
Report No. 3291.
Current Florida Building Code
Method: 1 —A (Certificate)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 74"x 81.75"
74"x 80.5"
64.53-j'x 95.25"
64.5"x 94.5"
Prepared For:
JEIM-WEN, 111C.
3737 Lakeport Blvd.
l la nalit Falls, OR. 97601
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F' O �4pi
Prepared by: ``. ��,,.`••.. . . R��•,�i
: O e
Hermes Norero, P.E. � 7
Florida Professional Engineer#73778
Date: 10/27/2014 `o - T T rY
Contents:
Evaluation Report Pages 1—4
Digitally signed by Hermes F.Norero,P.E.
Reason: I am approving this document Hermes Norero, P.E.
Date:2014.11.1109:50:46-05'00' Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
RepDate: 10/27/2014
ort No: 3291
' Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
f
w
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact Rated-Doors Only)
74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Scope: 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 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.
A
'a
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions JW162009,signed and sealed by Hermes 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 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 on single and double door systems without a sidelite or transom, in all
Wind Zones.Single and double door systems with a sidelite or transom do not require an
impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters
are required for sidelites and transom.
4. Site conditions that deviate from the details of drawing JW162009 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW162009 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: 10/27/2014
Report No: 3291
Certificate of Authorization:29578
Quality 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).
Performance Standards: The product described herein has been tested per:
• ASTM E 283-04 A
• ASTM E 330-02
• ASTM E 331-00
• ASTM E 1886-05
• ASTM E 1996-05b
Referenced Data:
1. Product Testing performed by Quality Testing Inc.
(FBC Organization# TST7638)
Report#:SJW2009-199, Report Date: 1/18/2010
SJW2009-200, Report Date: 1/18/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
A
9
Hermes Norero,P.E.
Florida No.73778
Page 3 of 4
A
BUILDING DROPS
Date: 10/27/2014
A Perfect Solution in Every Drop Report No: 3291
certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(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" A
diameter ITW Tapcon type concrete screw anchors of sufficient length to achi2ve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(JW162009)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure*
Positive 55 PSF
Negative 55 PSF
*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 location protected by
overhang such that overhang(OH) ratio=OH length/OH height is 1.0.
R
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4