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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 ]ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 9(800) 535-3936fbcl@jeld-wen.comFILE
PY
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative ]ELD-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 Eauiv ]ELD-WEN ASTM E1996 Equivalency Letter.pdf
Product Approval Method Method 1 Option A
httpsI/www.floridabuilchng.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquynOPErOHeeNE2FJsURDFJgj[TBYTegcCaMNJp/`2fyUttw`/o3d*/o3d 1/3
11/17/2015 Florida Building Code Online
y 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 T-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 NIO10116.01-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 R3 II 1W162009 SS 2014-11-li.pdf
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
13540.2 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 NIO10116.01-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: FL13540 R3 II 1W162009 SS 2014-11-1l.odf
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
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.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: FL13540 R3 II IW162009 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 2014-11-11.odf
Created by Independent Third Party:Yes
13540.4 Contours 5'-5"x V-30", 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 JW162009 SS 2014-11-1l.odf
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
13540.5 Contours 4'-3"x 6-10", 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 NIO10116.02-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
https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquynOPErOHeeAfE2FJsURDFJgjiTBYTegcCaMNJ%2fyUttw%3d%3d 213
JF.II''N® 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
HT# DESCRIPTION
6-0 X 6-e(XX)&5.4X8-0(O/OXO) 36 3/8"WITH S
INSWING/OUTSWING ASTRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES
2 INSWING ELEVATIONS p�
24 GA.STEEL IMPACT DOOR SYSTEM A 3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS ce
mO
1. THE PRODUCT FLORIDA BUILDISHOWN HEREIN IS NG CODE(FBC)BASEDGNED TO COMPLY ON THE SIGNED ANDITH THE CURRENT IRC SEALE DATE. PRODUCTDHAS 6 INSWING VERTICAL CROSS SECTIONS
6 INSWING HORIZONTAL CROSS SECTIONS F—jr �to
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O a co
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 OUTSWING ELEVATIONS D_ < .
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. / 9 OUTSWING VERTICAL CROSS SECTIONS Z LU 00
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. _ = 10 OUTSWING VERTICAL CROSS SECTIONS W Y G�
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER -I 25 w 11 OUTSWING HORIZONTAL CROSS SECTIONS Q V
LOADS TO THE STRUCTURE. _ x 12 OUTSWING HORIZONTAL CROSS SECTIONS ❑ n Lc)3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR LU" O w 13 ANCHORING LOCATIONS I j n g=
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O&D 6 6 z 14 ANCHORING LOCATIONS m Ne O
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 6 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.
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION
«t:a W ,w
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN r.
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OHy ` o Xca
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE f>, rn W
064 pm
ASTRAGAL A B d,6 N F
4 4 � „ o Xf °z
DOOR LEAF CONSTRUCTION: NOTE 2 f o, z j J
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) s -a w 9THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w � r c�w
F �= J ZZ
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND rn O W W
DENSITY EXPANDED POLYSTYRENE(EPS). m x z w z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GAa z z o
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 o O
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL a Iv M.
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. DESIGN PRESSURE RATING: r�»g 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 O w
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SINGLE DOOR WITH&WITHOUT DOUBLE DOOR Zd
SIDELITE(S)AND/OR TRANSOM W/0 SIDLITE OR TRANSOM x o
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMINSWING POSITIVE +55 +55 w W a m
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 000O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM p U w ,
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USINGOUTSWING POSITIVE 1 +55 +55 w o o>
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. NEGATIVE 55 55 F N m
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED n
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, d
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: F
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL 1- ALL VIEWS FROM INTERIOR, a o
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE STAPLES THROUGH THE JAMB. THE MULLION T BETWEEN
DOOR/SIDELITE IS c ❑
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC OF THE CREATED O SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2 MASONRY AND CONCRETE CONSTRU%%lam, i�rrrr�i
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN ITHE JAMBS TOGETHER AND#8 X/2"CORRUGATED NAILS ARE D ON THE ��%�`\SEg F, O i 1-1<15¢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 2-112"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH iasony signed r Hermes F.Norero,P.E. `� \ �O% DATE: 12/31/09
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE ete:20 am approving this document 7 SCALE: 1/2"=J'
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.17 10:04:34-05'00' = * DwG.avG.LUBBECKE
IN PLACE WITH 16GA X 7/16"X 2"STAPLES.
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT T T +` cxx BY: S.FREY
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ,,p�
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �i�0n�Hsdm'aP aP ���`�` DRAWING NO.;
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS � JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP.
FSPE CerC.6/'irJ16111�ILn No.29578 SHEET 1 OF 16
64 1/2"MAX
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
r: PANEL WIDTH
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Item DESCRIPTION Material
37 1/2"MAX O.V.A. 1 HINGE JAMB(11/4'X 4-9/16'FINGERJOINTED PINE PINE
OJ FRAME WIDTH 2 HEAD JAMB(11/4'X 4-9/16"FINGERJOINTED PINE PINE
N 31 1/2"MAX.D.L.O. 3 LATCH JAMB(1-1/4"X 4-9/16"FINGERJOINTED PINE PINE
r 4 SIDELITE JAMB 1.114"X4-9/16'FINGERJOINTED PINE PINE
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 11/2"MIN.EMBEDMENT STEEL p
6 4"X 4"BUTT HINGE 12GA. .089'MIN STEEL
NOTE 2 7 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL
8 #10 X 1 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL JCC
9 3/16'ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL CD 0
\ 10 COMPRESSION WEATHERSTRIP FOAM F- U)
= 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z jr O J It
26 C7 12 #8 X 21/2"PHILLIPS FLATHEAD WOOD SCREW STEEL — n LL N
13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM Z Wm
=
14 NOT USED UJ Q H r
15 SIDELITE SEAT Z60 SERIES ENDURA VINYL n
w 25 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL
=
8s 17 BOTTOM RAIL 25GA. 0.018" LU
GALVANIZED STEEL STEEL co Y CL
w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
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
�, 21 ODL LIP-LITE FRAME PLASTIC H 6LU
NOTE 2 / NOTE 2 ar 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS 0 X Ill
.5
/ 23 16 Ga.7/16"CROWN X 2'LONG STAPLES STEEL
O_ cn
po< Zco
co
24 CORRUGATED NAIL 1/2"X 1-1/16"25 GA. STEEL
25 KWIKSET LOCK SERIES 400 STEEL N ¢a
26 KWIKSET DEADBOLT SERIES 660STEEL o l z
27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL -a w 2
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w^5 N j p LL
O NOTE 229 NON-COMPRESSION SHIM WOOD co m Z OJ
35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pd DENSITY)MFG BY JELD-WEN FOAM y R W
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS j x a Z m
A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. m w
SINGLE UNIT(O/X32 INSWING VINYL DOOR BOTTOM SWEEP VINYLo O ~
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a O ILI
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSITE ALUMINUM �g m
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE Uw w
36 318"ROUNDED SCOTIA PLASTIC Z z z
37 SILICONE BEAD DOW 1199 SILICONE U=O
38 JAMB,1-1/4'X 4-1/2'FINGERJOINTED PINE LVL w p~a
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 00000
w rf Z
40 ASTRAGAL BOLT 0.313 DIA. STEEL 0 0 w Ln
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w o 0 w
42 11/16 O.V.A.INSULATED 1/8"ANNEALED GLASS GLASS N it
43 1"STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL./SEALENT w
45 GLAZING CLIP CELLULAR PVC NOTES: N 0
46 SASHCELLULAR PV 1- ALL VIEWS FROM INTERIOR. lift/ o�0
2-MASONRY AND CONCRETE CONSTRgQAT 14
47 STRIKE PLATE GLOBAL STEEL
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC r :O�� DATE: 12/31/09
7 _ scALE: 1/2"=1'
* w = Dwc.e'G.LUBBECKE
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MIN. WOOD FRAME INSTALLATION 4 MASONRY AND CONCRET�Y �i m¢O
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