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Product A6V,OVal Menu>Product br"Applicatlon Search S Application List>Application Detall -
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 'L
Authorized Signature n,, 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 +`d
Category I 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)
IIddm 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 JELD-WEN ASTM E1996 EouiJalency Letter.pd
Product Approval Method'`' Method 1 Option A
haps://www.floridabitilding.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 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 2014-11-11.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 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 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
13540.3 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.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.Ddf
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 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.pdf
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 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 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
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.floridabu'ilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDquynOPErOHeef... .'8/4/2015
Florida Building Code Online Page 3 of 3
FL13540 R3 AE PER3291 SS 2014-11-11.odf
Created by Independent Third Party:Yes
13540.6 Contours T-2"x T-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 1W162009 SS 2014-11-Modf
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
' flack Next -
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coavrfaht 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 mall.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 bare.
Product Approval Accepts: ,.
sccurit+uc'r - -
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 8/4/2015
NOTICE OF PRODUCT CERTIFICATION
_CERTi
pelf Company: JELD-WEN Certification No.: NI010116.01-112
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2019
cs. 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 labelariu`st 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:JW162009(1-16)/A011271
XX I/$ 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:3169'x 67"
Anchor Details:JW 162009(1-16)/A011271
XX O/S Opaque 6'2"X 6'9" +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:3'0"x 67"
Anchor Details:JW162009 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:
F 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(O/OXO) 36 3/8"W ITH SHT# DESCRIPTION
(.0INSWING/OUTSWING ASTRA1 INSWING ELEVATIONS&GENERAL NOTES GAL 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS.. U U)i[ )
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b 8 AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z.O Q M
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS 26 8 OUTSWING ELEVATIONS O- LL
<N
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WO)3. 9 OUTSWING VERTICAL CROSS SECTIONS Z W 00
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
LOADS TO THE STRUCTURE. ^ x 12 OUTSWING HORIZONTAL CROSS SECTIONS n LO
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w�o f
w 13 ANCHORING LOCATIONS j n y 2
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6 0 6 ¢ 14 ANCHORING LOCATIONS c7.Y 0
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. a 15 ANCHORING LOCATIONS&DETAILS
5. SCALE BASED ON 11x17 SHEET SIZE. NO2 \ 18 UNIT COMPONENTS
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. NOTE 2
a
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES /
AND TRANSOMS. m / w
B. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION t7
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w^w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH \ / o'O
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 0 U) Gel
O'(¢.� z
o
OxZ
ASTRAGAL A B x X a 0
>
DOOR LEAF CONSTRUCTION: NOTE2 0 ag
z w-r
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX)
( J w
INSWING IMPACT w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. ) � m z Z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND 0' §
y �0 0
LU
° W
DENSITY EXPANDED POLYSTYRENE(EPS). C K z z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF =o_
�Ob� r
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GAo z z 0
SHEET METAL SKIN IS 40,300 psl.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�U
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: 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 t7 w
CONSISTS OF TWO 0.125°TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACESINGLE DOOR WITH&WITHOUT DOUBLE DOOR z 0
. ¢ z
SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x dz O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. v x H
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMINSWING POSITIVE +55 +55 w0 w 0-to
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 55 0 0 U O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM 00 w 0
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55 0 o 0
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. x o
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILLIJAMB CORNER ANGLED NEGATIVE 55 -55 M N
cc
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 n.=�-
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL 1- ALL VIEWS FROM INTERIOR. N
CREATED BY SANDWICHING SILICONE SEALANTBETWEEN
o¢
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE STAPLES THROUGH THE JAMB. THE MULLION T BEETWEETWEE DOOR/SIDELITE IS d C4 0
CENTER OF THE 7F
N THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTI�(+tl t����
RECEIVER PLUG S "CORRUGATED NAILSARE INSERTED I LL OTO RECEIVE T LD AND FILLED E BOTTOM ASTRAGAL BO T.OU SWING EXTERIOR SID TE 0 FAST NWITH DOW 1199 SILICONE. A PLASTIC OF THETWO FRAMES.1"X1THE JAMBS TOGETHER AND#8 X USED ON THE �`� S$F. F_¢z
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A : �i 'p : DATE: 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE Igitallysigned by Hermes F.Norero,P.E 1 �' ••
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:I am approving
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE1110- this document'
ocument sage; 1/2"=1'
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO 98 X 2 1/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.1 t 10:04:34-05'00' = No 7
IN PLACE WITH 16GA X 7/16"X 2"STAPLES. T T / = CHK BY: S.FREY DWG.BYG.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT -0 '
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8°
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE '.SOT�wsnwe rj E\'S, DRAVANG 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 7116"AIR GAP.
FBPEc`'�l. i„>;v ?°�'0.28578 SHEET 1 OF 16
64 1/2•MAX
OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH. 51"MAX
0 58 1/2"MAX.D.L.O. A 3/4"MAX
PANEL WIDTH OVERALL WIDTH
N
NOTE 2 ' 26Too \\ ` 26 \\ J O
m
25 _ 25 s h cn
26 S2 07 w � ' =
(3 CC
Z O M
x o \ J Y2DO
6 w
CJ
G 6 4a e J 4a^ Q I- r
Lo
O 7 D Q.. 6 I >� w rB
j4 ? g Q't
i J 6 w q a NOTE 2 p O NOTE 2 NOTE 2 O m co Q
J o 6 p� @a / NOTE 2 m / I j I, 1
a NOTE 2 n v
NOTE 2 a 7"MAX. / ^ 7"MAX. // MULL POST W w
/
wl w
7"MAX. p p'o
D.L.O. MULL POST p a Z
/ ��
C D NOTE 2 NOTE 2 NE MAX.MAX• NOTE 2 N ~
4 4 f---•�-PANEL WIDTH 4 81-7
j
TRI UNIT(OXO) TYP. 12"MAX• NO E 2 ❑ w
A B (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX w F O
NOTE 2 PANEL WIDTH w z
4 12"MAX. NON-IMPACT SIDELITES) U m
NOTE 2 PANEL WIDTH m w i w In
35 3/4"MAX DUAL UNIT(OX)
PANEL WIDTH NP• 37 1/2"MAX O.V.A.
r FRAME WIDTH (INSWING IMPACT DOOR WITH 06(n� wMULL POST NON-IMPACT SIDELITE)TRI UNIT(O/OXO)
(INSWING IMPACT DOOR WITH
NONIMPACT SIDELITES&TRANSOM) \ U)g m
26 = z cw7
w
25 OUg
w owaz
00
Zo UOw�
7 6 �Ox(� Wo0W
D Q I-N
N
NOTE 2 / NOTE 2 g v
n m NOTES: ry VG
a0 1- ALL VIEWS FROM INTERIOR. o ci❑
/ 2-MASONRY AND CONCRETE CONST%rVXdN!"'III4 ^
m a z
LG . 'QO 11 DATE: 12/31/09
A B NOTE 2 7 _ SCALE 1/2"=1'
* W - GwG.BG.LUBBECKE
35 3/4"MAX. = -o T TS c rCHK.BY: S.FREY
PANEL WIDTH �ip0 •ty E 4_/1
T `1DRAWING NO.:
SINGLE UNIT(X) � m1^aoarJ ����� JW162009
(INSWING IMPACT) 5��� , ��
FBPE Ce�r(.6/A11l:IlE# N.29578 6HEEfr'_OF 16
Item DESCRIPTION Material
x 1 HINGE JAMB 1 114"X 4-9116"FINGERJOINTED PINE PINE
37 112"MAX O.V.A. 2 HEAD JAMB(11/4-X 4-9/16'FINGERJOINTED PINE PINE
N FRAME WIDTH
31 112"MAX.O.L.O. 3 LATCH JAMB(1-114'X4-9/16-FINGERJOINTED PINE PINE
p
n, 4 SIDELRE JAMB 1-114"X 4-9/16"FINGERJOINTED PINE PINE
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2'MIN.EMBEDMENT STEEL o
i` 6 4'X 4"BUTT HINGE 12GA. .089"MIN STEEL n
NOTE 2 7 #9 X 314°PHILLIPS FLATHEAD WOOD SCREW STEEL Q
8 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J M
9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL m O
\ 10 COMPRESSION WEATHERSTRIP FOAM 1- (/)—
_ 11 INSWING THRESHOLD ENDURA MODEL IZAILP56WMF720 6063 75/COMP. ALUMINUM Z O n-'T
26 0 12 #8 X 2112"PHILLIPS FLAT HEAD WOOD SCREW STEEL — d L¢N
w 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM zLLJ LU =DD0o
i J 14 NOT USED J Q r
C=9 25 \ e 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL
w 4 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL M Q
Lo
O m 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL co Y a
w18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
a 7 19 LATCH SIDE STILE LAMINATED VENEER LUMBER(LVLI LVL
20 LOCK BLOCK 1-11/16"X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE (w9
/ 6 21 OOL LIP-LITE FRAME PLASTIC W r w
NOTE 2 / NOTE 2 22 1"O,V.A.INSULATED TEMPERED GLASS GLASS p 0 w
/ 23 16 Ga.7116"CROWN X 2'LONG STAPLES STEEL 0 OOp -
¢ ZU)
24 CORRUGATED NAIL 1/2'X 1-1/16'25 GA. STEEL 3:`-'c9 O-1
/ 25 KWIKSET LOCK SERIES 400 STEEL n N H of
26 KWIKSET DEADBOLT SERIES 660 STEEL O X Z w w
27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL of,0 3 w�
C D
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD LL
NOTE 2 29 NON-COMPRESSION SHIM WOOD m z O
30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM m°?6 W J
35,314"MAX. w y m
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS F�bL c z
A-525 COMMERCIAL QUALITY 0.021'MIN.THICK. b mo
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL o p z
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a U a
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM C/)g m
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE
36 3/8"ROUNDED SCOTIA PLASTIC
37 SILICONE BEAD DOW 1199 SILICONE
38 JAMB,1-114"X 4-1/2"FINGERJOINTED PINE LVL w v o y
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM p0000
w—cc z
40 ASTRAGAL BOLT 0.313 DIA. STEEL o S w N
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD =c p LU
42 11/16 OYA.INSULATED 1/8"ANNEALED GLASS GLASS H w
43 1°STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL./SEALENT_ N o
45 GLAZING CLIP CELLULAR PVC NOTES:
46 SASH CELLULAR PV 1- ALL VIEWS FROM INTERIOR. 1111111,1 c^p
2-MASONRY AND CONCRETE CONSTRI�(#><TUT� 1j,1i
' 47 STRIKE PLATE GLOBAL STEEL ���� O
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY) STEEL
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC Z. LG"" DATE' 12/31!09
7 _ Z SCALE: 1/2"0 1'
p W ' DWG.BG.LUBBECKE
T ./ CHK.BY: S.FREY
DRAWING NO.'.
.��'n�F1ode.v,E.t�re'r7aG��`fW) `.
�"" � y � JW162009
FBPE Ce0 oIA{I{hlklihTN0.29578 SHEET�OF 16
1" 1"MIN of 1"MIN. 1 1"MIN
1"MIN. MIN. 1"MIN g NOTE 1 MIN1"MIN
NOTE 1 1 . NOTE 1
m 1"MIN 1"MIN 9 28 41 Z 1"MIN 28 41 1"MIN 9 28 41 p
NOTE 2 NOTE 1 NOTE 2 F • co
Y N w `v— — 5 .a
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FL
11 VIEW AT DOOR LATCH/SIDE JAMB g 29 O 30 EXTERIOR 1, '(WOOD INSTALL)VIEW AT FIXED �EUSIDE JAMB
(WOOD INSTALL) 7 cn-m
6 NOTES 0�
/ C 1 HORIZONTAL CROSS SECTION 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14
1 1/4" SHIM THK. MIN.EMB. &15. z cw7
11 VIEW AT DOOR LATCH/SIDE JAMB =�z
MIN.EMB. r 1/4"MAX.SHIM THK. 2.SPACING FOR ITEM#12 FROM TOP DOWN:
(MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 U=F
29 SEE DETAIL A SHEET 15 4 z z 6",28-P.50-�",73-k. w U a cn
1/4"MAX.SHIM THK. p 3.ASTRAGAL SCREW SPACING FOR ITEM#27 ❑w-Z
4 SHEETI5 OOUO
y 1 1/2" FROM TOP DOWN: ",3 ",20",24 ",54-",59" U O co
3 SEE DETAIL A 4 MIN.EMB. 21 30 31 37 75-j"&78-}". o c p>
31 30 21 22 SHEET 15 22 18 4.1X BUCK MAY BE UTILIZED AS AN OPTION =c E
p 18 21 30 31 97 z AS LONG AS MIN.ANCHOR EMBEDMENT `'4
z z 22 g Z DEPTH,INTO MASONRY,CONCRETE,OR
18 g WOOD,IS MAINTAINED. w
Z r:>' '•;•, 2 "" ' 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME N o
d :+ ".• 5 EXTERIOR AS WOOD ANCHOR(ITEM#5 ACING. o p
EXTERIOR " 6,OPTIONALLY,ANCHOR�`��R�N��y� �'LMLFyD IN
SEE NOTE 2 12 36 43 2841 NARROW SECTION CO Cd�` " : cc¢Z
28 41 36 43 12 SEE NOTE 2 SEE NOTE 2 12 SEE NOTE 4 " .�0 DATE: 12/31/09
g SEE NOTE 4 EXTERIOR 36 43 9 28 41 SEE NOTE 4 I HORIZONTAL CROSS SECTION 7
SCALE:
11 VIEW AT FIXED PANEUSIDE JAMB = T: * oWG.BG.LUBBECKE
(MASONRY AND CONCRETE INSTALL) T T cHK.er: S.FREY
HORIZONTAL CROSS SECTION : O 11 He ��VIEW AT FIXED PANEUSIDE JAMB I ^-1 HORIZONTAL CROSS SECTION .��x`, DRAM HONo:
F�evy ry„ �2,��
(MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANEUSIDE JAMB �� s1�'6e4.'wA g s e� JW162009
ID
(WOOD INSTALL) °�i �• j�*
MPE Ce SHEETjLO16
35 1/4"MAX
35 25 SHIM THK.TYP.
1 1/2"MIN.
10 37 37 10 EMB. P. 38 SEE DETAIL A 38
30 31 19 31 30 21 21 30 31 18 19 SHEET 15
8 22 2 30 3 Cl
2
46 44 42 46 0 rn
r�
O
m
O12 SEE NOTE 2 SEE NOTE 212 20 5 5 Z oO J co
? /8 36 4CL
3 36 4 2 EXTERIOR
6 EXTERIORERIOR Z W 000
/ H \ HORIZONTAL CROSS SECTION ^ SEE 41 28 29 36 43 45 37 29 8 41 W Y ao
12 VIEW AT HINGED PANEUSIDE LITE AND MULLION r n ` HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 ¢`.)
12 VIEW AT FIXED PANEUDOOR LATCH AT MULLION O
� \ HORIZONTAL CROSS SECTION I j
12 VIEW AT FIXED TRANSOM
1/4"MAX (WOOD INSTALL)
1 1/4"MIN. SHIM THK.TYP. 1/4"MAX. W
SHIM THK.
n EMB:TYP. 38 SEE DETAIL A 38 o
SEE DETAIL A w-w
SHEET 15 MIN.EMB. SHEET 15 1.8 1b ANCHOR SPACING,SEE SHEETS 13,14 O XO w JQ
3 31 2.SPACING FOR ITEM#12 FROM TOP DOWN: 00¢ zF
°" 46 44 42 10 19 2 20 6",28-�",50-j' 734". �ap v Oz
a 3.ASTRAGAL SCREW SPACING FOR ITEM#27 X(D cc
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Z •P ''. 4 Fw- _Z 75-}"&7B-}". J a1 co
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w // /j// ,'';.'.= AS LONG AS MIN.ANCHOR EMBEDMENT m Q co W
� ///./j _ DEPTH,INTO MASONRY,CONCRETE,OR m m 0 ai F'O
.. 3643 J_ /..... . x X " m
WOOD,IS MAINTAINED. ¢ o
29 45 37 29 50 2 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME I-m m o
SEE 41 28 EXTERIOR 28 41 SEE SEE NOTE 4 8 41 29 AS WOOD ANCHOR(ITEM#5)SPACING. 00
9 NOTE4 NOTE4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a 0 a
L�_1 HORIZONTAL CROSS SECTION C \ HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB.
12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCH/SIDE JAMB U)g m
(MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) 1•MIN.
1'MIN. 1"MIN 0
5 r zzz
1 1/4" 1/4"MAX. 11/2.
0 N
SEE DETAIL A MIN.EMB. W 0 a.m
MIN.EMB. SHIM THK. :1 1/4"MIN.EMB. ❑w z
SHEET I5 —r O o 00
8 oL)Wm
3 9
Woo
z 31
10 19 2 20 MIN 1/2"GLASS BITE SHIM 1/4"THK. 9 1 2 3 4 N 0
r118'TEM
MPERED SEE DETAIL A
m p SHEET15 10 w
z ? OPTIONAL MASONRY AND CONCRETE INSTALLATION ry o a
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w 9 /� SEE NOTE 5 8 6,THIS PAGE
rq
48 2 30 RED :r `T\ -.0 --
7
PO ogre: 12/31/09
2 EXTERIOR INTERIOR 7 = SOAK 3"=1'
SEE NOTE 4 28 41 GLAZING DETAIL A fl T T DWG.�.LUBBECKE
tt/ CHK.BY: S.FREY
F SCALE:6"=1'0" OT L Pal ?�/��� DRAWING NO.:
HORIZONTAL CROSS SECTION me.r,�JyrJ-1
12 VIEW AT DOOR LATCH/SIDE JAMB ��� �°�° ��� JW162009
(MASONRY AND CONCRETE INSTALL) it FBPECaAEL F t�"1 � SHEUJLOF 16
69 1/2"
39 3/4"
7 1/2"
SEE DETAIL E
SHT.15
(BOTH JAMBS)
813/4-MAX FRAME HEIGHT(INSWING)
80 1/2"MAX FRAME HEIGHT(OUTSWING)
5" 5"TYP.—
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SEE DETAIL G m
SHT 15 m
951/4'(INSWING) D
94 1/2"(OUTSWING)— m
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g i y PRODUCT:
p (n CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC.
n ` 6-0x6-8(XX)&5.4x6-8(0/Oxo)
rn i � r INSWINGIOUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
N :. C N
$ o -n mm o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLANiATH FALLS,OR,97601
I� m m 0 m A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451
{ m NO DATE DESCRIPTION BY INSWING/OUTSWING
REVISIONS
14"MAX.O.C.TYP.
SEE DETAIL G 51/2"
SHT 15 39 3/8'
r m
r -um
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81"MAX.FRAME HT.(OUTSWING) � -=i
v �r
N-D n cn z '—' 5TYP. 5"TYP.—{
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m Q;u N o'o z
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5 TYP.w
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m SEE DETAIL E rD-
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Z 691/2' .
aid
qq �
0``2
PRODUCT:
CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC.
6-0x6-8(XX)&5-4x6-8(O/OXO)
I" O1 $ to r w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
C N �
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I� { z ' NO DATE DESCRIPTION BY OUTSWING HORIZONTAL
PH.541-882-3451
m REVISIONS CROSS SECTIONS
SEE DETAIL I
-"C-SINK. NOTE o
/ 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT r
• WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. ' 0)
` T P. SEE DETAIL B \ / 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. >J 3 TMP WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. m
o
3"TYP .
/ DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR F r
1 SCALE:6"=1'-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT J
IS MAINTAINED. Z a- a c?
w U
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z m w I I o 1134 39 12 J Q
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q LL LL 23 ASTRAGAL w
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w--W
a 9 1 3 4 28 SEE ROTE 0 0 z
5 #2 8 7 025.� O
TYP•
I I 1 DETAIL B DETAIL C N ¢
IIL SIL CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 00 x z 0 co
1 i I I I 0�–
MULL T / MULL 02
DETAIL E F- 5 m O"6
\---SEE DETAIL C HINGE DETAIL w�z w z
j xZ m Q
v Omu) ir
27 o zZ o
ANCHORING LOCATIONS TRI UNIT o O –
INSWING/OUTSWING UNIT(0X01 49 DETAI F a 0 a
SCALE:1/2"=V-0" 27
ASTRAGAL BOTTOM N S m
INSERT PLUG(INSWING)
DETAIL G w
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WOOD SCREWS 27 PLATES
=X:0
TYP. 061
1
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DETAIL F
ASTRAGAL BOTTOM(OUTSWING) N o G
O(V 0
`%%,%%I111/1/,,
2 NOTE(S): `�;��tiS F. m¢z
35 1-ANCHOR SPACING FOR BOTH 'A ' D—: 12/31/09
1 4 INSWING&OUTSWING. 7 SCALE:AS SHOWN
2-SCREW#28 IN DETAIL C,NOT-USED IN ?* ~e * owG.BG•LUBBECKE
(XX)CONFIGURATION. ro T Tir DETAIL H CHK BY: S.FREY
��C'; :
CORNER DETAIL AT TRANSOM MULL � !14 �`�`�� DRAW NG NO.:
DETAIL I �i�➢f& hbk A�Crl�,s�g1� JW162009
MULL POST SILL SIMILAR FBPE fAhA'FJ bi N..295TB SHEETJ_LOF 6
398 E. Dania Beach Blvd
BUILDING DROPS Suite 338
Dania Beach, FL 33004
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
foie•
Florida Product Approval
Report No. 3291
Current Florida Building.Code
Method: 1 L 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"
74513,x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
� 1
Prepared by: Q� ,.\ • • •F,p
Hermes Norero, P.E. 7
Florida Professional Engineer#73778
Date: 10/27/2014 = � •_ T T
:-)30 [ OP.' :
.� • 2 .
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:2014.11.11 09:50:46-05'00' Florida No.73778
I/(/A\\ BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014 o: 3291 1
Report No: 32
Certificate of Authorization:29578
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.
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
Certificate of Authorization:29578 Report No: 3291
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
/ A\\
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