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Busincecs
Professi �� �� Product Approval
,USER:Public User
Regulation
J Product Approval Menu>Product or'Aoolication Search>Aoolication List>Application Detail •'
FL# :"' FL13540-R3
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
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
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By,,, Approved Testing Lab
FL13540 R3 Equiv JELD-WEN ASTM E1996 Eauivalencv Letter.pdf
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef..., .8/4/2015
Florida.Building Code Online Page 2 of 3
Date Submitted 01/13/2015
Date Validated 01/14/2015
Date Pending FBC Approval
.Date Approved 01/19/2015
Summary of Products ,
FL# Model,Number or Name Description
13540.1 Contours 3'-2"x 6'-10",Opaque Steel Wood Edge Inswing and
Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R3 C CAC NI010116.01-R2.odf
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 R3 II IW162009 SS 2014-11-11.pdf
Verified By: Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party:Yes'
13540.2 Contours 6'-2"x 6'-10",Opaque Steel Wood Edge Inswing and
Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R3 C CAC NI010116.01-112.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Instaliation Instructions
Other: FL13540 R3 II JW162009 SS 2014-11-11.0f
Verified By: Hermes F:'Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.odf
Created by Independent Third Party:Yes
13540.3 Contours 5'-5"x 7'-11",Opaque Steel Wood Edge Inswing and
1. Outswing Door with Transom and Sidelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL13540 R3 C CAC NI010116.02-R2.odf
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 R3 II JW162009 SS 2014-11-11.odf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes.
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-1l.odf
Created by Independent Third Party:Yes
13540.4 Contours 5'-5"x 6'-10",Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R3 C CAC NI010116.02-R2.odf
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 R3-II 3W162009 SS 2014-11-11.odf
Verified By: Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-1l.odf
Created by Independent Third Party:Yes
13540.5 Contours 4'-3"x V-10",Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelite
Limits of Use Certification Agency Certificate'
Approved for use in HVHZ:No FL13540 R3 C CAC NI010116.02-R2.odf
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 R3 II JW162009 SS 2014-11-11.odf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
https://www.floridabuilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDquyn0PErOHeef... .'8/4/2015
Florida Building Code Online Page 3 of 3
FL13540 R3 AE PER3291 SS 2014-11-11.Ddf
Created by Independent Third Party:Yes
13540.6 Contours 3'-2"x 7'-11",Opaque Steel Wood Edge Inswing and
Outswing Door with Transom
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL13540 R3 C CAC NI010116.02-R2.Ddf
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 R3 II JW162009 SS 2014-11-11.Ddf
Verified By:Hermes F.Norero,PE 73778
Created,by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.Ddf
Created by Independent Third Party:Yes
Back Next - -
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Aaessibility Statement::Refund-Statement
Under Florida law,email addresses are public records.If you do not want your e-mall 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 emalls 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 dick hjM_.
Product Approval Accepts:
®P&d
securit weraics
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 8/4/2015
NOTICE OF PRODUCT CERTIFICATION
� ,GrER7
�,N• n'fy Company: JELD-WEN Certification No.: NI010116.01-R2
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2019
w#
ALA Revision Date: 08/07/2014
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 s Rated Comments
X I/S Opaque 3'2"x 6'10" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009 1-16/AO11271
X O/S Opaque 3'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009(1-16)/A011271
XX I/S Opaque 6'2"x 6'10" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:310"x 67"
Anchor Details:JW162009(146)/AO 11271
XX O/S Opaque 6'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009(1-16)/AO11271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
JFLDWENe 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)&5-0 X 8-0(O/OXO) 36 3/8"WITH SHT# DESCRIPTION
1 INSWING ELEVATIONS&GENERAL NOTES
INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM 0
3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES4 INSWING VERTICAL CROSS SECTIONS ED 0O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS m
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 6 'INSWING HORIZONTAL CROSS SECTIONS i'0 CC U
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z.O Q M
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = Zg 8 OUTSWING ELEVATIONS O_ LL N
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 OUTSWING VERTICAL CROSS SECTIONS Z LU CO
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 = 10 OUTSWING VERTICAL CROSS SECTIONS W Y Co
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER _j w 11 OUTSWING HORIZONTAL CROSS SECTIONS ¢v
LOADS TO THE STRUCTURE. ^ x 12 OUTSWING HORIZONTAL CROSS SECTIONS n U)
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w co O w 13 ANCHORING LOCATIONS I j n J=
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O-, 6 6 6 ¢ 14 ANCHORING LOCATIONS M,`1 O_
4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. a 15 ANCHORING LOCATIONS&DETAILS
5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. a
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES \ /
AND TRANSOMS. m \ / w
S. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION O
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BEUSEDWHEN / w—.w
uj
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH o X
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 00 O
3Ov Ow
ASTRAGAL
A B
F-
0
DOOR LEAF CONSTRUCTION: DOUBLE UNIT(XX) NOTE 2 00 m z z
W
FACE SHEETS:THE FACE SHEETS ARE GLUED TO _j as-�: w
03
^
w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) U�� E z z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND 0 O 3 w
U) a w
DENSITY EXPANDED POLYSTYRENE(EPS). U)U
tr K Z y Z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF p
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA 0 z z 0
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.668"X 1.0" TABLE 1 0 0 _ ~
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL a O
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL,THE LOCK DESIGN PRESSURE RATING
BLOCK IS 1.688"X 3 1/8'X 12"FINGER JOINTED PINE. g
DESIGN PRESSURE RATING m'm
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w
INCLUDING CORE DESIGN,BUT EXCLUDING THE.WOOD LOCK BLOCK.INSULATED GLAZING 0 w
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z 0
SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM =�d z
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. 0 x H
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMINSWING POSITIVE +55 +55 w 0 a m
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN o w C)Z
NEGATIVE 55 55 0 0 U O_
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM Oo 0 w S2FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55 w o o S2
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE 98X2 FH WOOD SCREW PER CORNER. x o 0
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 -55 N N
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED,
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLESNOTES: w
JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN
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, a o¢
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THEo ci
CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTk(ffijIItj2��
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE.A PLASTICOF THE TWO FRAMES. I/2"CORRUGATED NAILS ARE D ON THE `
% i
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE O FASTEN THE JAMBS TOGETHER AND#8 X `�����$F• p������ m¢z
UNITS WITH AN INACTIVE PANEL,TAKE A 112"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE igitally signed by Hermes F.Norero,P.E. Ci"" •• o^TE: 12/31/09
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am approving this document 1
OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD No 7 = SCALE: 1/2"=1'
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" ate:2014.11.11 10:04:34-05'00' *
IN PLACE WITH 16GA X 7116"X 2"STAPLES. - CWG.BYG.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT -
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 118" 73 T, T �` CNK BY: S.FREY
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE i OTPE���� CwwNo No.:
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS ���� � o�"tl \ % JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. �r� y�9ea 'D1,3�y
FBPE C�e'i(.iMiLn�No.2B57a SHEET 1 OF 16
64 1/2"MAX
Q
J OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH. 51"MAX 0 58 1/2"MAX.D.L.O. 35 3/4"MAX OVERALL WIDTH
PANEL WIDTH
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NOTE 2ID B p r cin o / 'n
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4 4 f�PANEL WIDTH 5 4
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TRI UNIT(OXO) TMP. 12"MA X• NO E2 p" -a� w
NOTE2(m A B (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4MAX w.,j z
PANEL WIDTH w
4 12"MAX. NON-IMPACT SIDELITES) �-O m
NOTE 2 35 3/4"MAX PANEL WIDTH DUAL UNIT(OX) w Z z
37 1/2"MAX O.V.A. I INSWING IMPACT DOOR WITH �" ¢
PANEL WIDTH TMP FRAME WIDTH I ( O w u) m
MULL POST NON-IMPACT SIDELITE) �I� z0
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TRI UNIT(O/OXO) O a
(INSWING IMPACT DOOR WITH
NON-IMPACT SIDELITES&TRANSOM) \ U)g m
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NOTES:
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/ 2-MASONRY AND CONCRETE CONSTRVG,VYl h!...fit,
R z
.-AO �QO L D—: 12/31/09
B NOTE 2 - I�j 7 - SCALE: 1/2"=T
DING.BG.LUBBECKE
35 3/4"MAX. = -0 T T CNK.BY: S.FREY
PANEL WIDTH %pp
'.'� iwdae DRAWING NO.:
SINGLE UNIT(X) Ow D� �� Iyy162009
(INSWING IMPACT) Sej��f) ,-` "S'¢Qsl
FSPE CNo.M578 SHEET 2 OF 16
Item DESCRIPTION Material
37 1/2"MAX O.V.A. 1 HINGE JAMB(11/4'X 4-9/16"FINGERJOINTED PINE PINE
2 OJ FRAME WIDTH 2 HEAD JAMB(11/4-X 4-9/16'FINGERJOINTED PINE PINE
%I o3 LATCH JAMB(1-114"X 4-9116"FINGERJOINTED PINE PINE
31 1/2"MAX.D.L.O. 4 SIDELITE JAMB 1-1/4'X 4-9/16"FINGERJOINTED PINE PINE
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2'MIN.EMBEDMENT STEEL p
C N 6 4'X 4"BUTT HINGE 12GA. .089"MIN STEEL �
7 #9 X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL
NOTE 2 8 #10 X 11/2'PHILLIPS FLATHEAD WOOD SCREW STEEL > M
9 3/16"ITW BUILDEX TAPCON WITH 1 114"MIN.EMBEDMENT STEEL m O
\ 10 COMPRESSION WEATHERSTRIP FOAM I— U)
_ •11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z_ O J M
12 #8 X 21/2"PHILLIPS FLAT HEAD WOOD SCREW STEEL a
26 U
n I.L.N
w 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM Z LU00
14 NOT USED LU Q H
25 \\ Jaa^ 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL 0 ^ <�
w w C? 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J Co Q
= O m 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL W M Y d
w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
a7 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL
g 20 LOCK BLOCK 1-11/16"X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE cw9
7 / 6 21 ODL LIP-LITE FRAME PLASTIC w^w
NOTE 2 / NOTE 2 rn22 1"O.V.A.INSULATED TEMPERED GLASS GLASS ❑Ox H
/ 23 16 Ga.7/16"CROWN X 2"LONG STAPLES STEELrn 06
00¢
24 CORRUGATED NAIL 112"X 1-1116'25 GA. STEEL ZtA
U O�
/ 25 KWIKSET LOCK SERIES 400 STEEL d2 Nof
F
26 KWIKSET DEADBOLT SERIES 660 STEEL p x Z >H
27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL `,a'N w�
28 . 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w^� y (9
C D NOTE 2 29 NON-COMPRESSION SHIM WOOD F- =O m z OJ
30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM R(D w
35.314"MAX. m N �m
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS F j 4 < ?
A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. a o
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL Z
00
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a a
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
}
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSITE ALUMINUM m 4-
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE w W
36 318"ROUNDED SCOTIA PLASTIC z c7
37 SILICONE BEAD DOW 1199 SILICONE =a O
38 JAMB,1-1/4"X 4-1/2'FINGERJOINTED PINE LVL w 0 a co
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM O o EE Z
U
40 ASTRAGAL BOLT 0.313 DIA. STEEL o 0 w co
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD W o o w
42 11116 O.VA.INSULATED 118"ANNEALED GLASSGLASS H N it
43 1"STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL.ISEALENT. w
45 GLAZING CLIP CELLULAR PVC NOTES: N o
46 1- ALL VIEWS FROM INTERIOR. 0 c'!o
47 STRIKE PLATE GLOBAL CELLSTEEL V 2-MASONRY AND CONCRETE CONS;RI� s r..I/O/i���' m Q Z
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY) STEEL
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC r ;' Oi "0, pATE: 12/31/09
7 _ SCALE; 112"=V
* p * C DWG.BIG.LUBBECKE
7J T /p r Z CHK.BY: S.FREY
O DRAWING NO.
��CF1o •a E.QW rahBG��.���
[DNdAA JW162009
I �1p 1
FBPE Ce�I. W�FL&kitA�No.YBS]8 SHEET OF 6
1" 1"MIN m 1"MIN. 1 1"MIN
1"MIN. NOTE 1 MIN. 1"MIN
MIN. 1"MIN 2 NOTE 1
m 1"MIN 1"MIN 9 28 NOTE 1 Z 1"MIN 28 41 1"MIN 9 28 41
NOTE 2 NOTE 1 NOTE 2 41 coo
Y Nw �- 55 lea
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d..' :4 a .. 29 ,`a '.• JCC
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398 E. Dania Beach Blvd
BUILDING; DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
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
for,
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"
64.5"x 95.25"
64.5"x 94.5"
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd. .
Klamath Falls, 0R.-97601 , `�o��r r►r����
� ES F. O
Prepared by: Z�r'� % O
Hermes Norero, P.E. . - 7
Florida Professional Engineer#73778 = i
Date: 10/27/2014, cc Z
Contents: 'ice *.......••• G� ``-
Evaluation Report Pages 1—4 NA1-������`
Digitally signed by Hermes F.Norero,P.E. //f111110
Reason:I am approving this document Hermes Norero, P.E.
Date:2014.11.11 09:50:46-05'00' Florida No.73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014;
Certificate of Authorization:29578 Report No: 3291
Manufacturer: JELD-WEN,inc.
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.
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.
See Installation Instructions JW162009 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
014
A Perfect Solution in Every Drop Date: 1
Report No:o: 32 32911
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
• 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)
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014Report 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"
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(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.
Hermes Norero, P.E.
Florida No.73778
Page 4 of 4