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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
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 YAM
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By Approved Testing Lab
FL13540 R4 Eguiv JELD-WEN ASTM E1996 Equivalency Letter.odf
Product Approval Method Method 1 Option A
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2FJ... 3/7/2017
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.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 3W162009 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.Ddf
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.g_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 3W162009 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.Ddf
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-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 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.g_df
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.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 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.Ddf
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 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 R4 fI )W162009 SS 2014-11-11.0
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
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2FJ... 3/7/2017
Florida Building Code Online Page 3 of 3
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 FL13540 R4 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 R4 II IW162009 SS 2014-11-11.odf
Verified By: Hermes F. Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.udf
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 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 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 hg=.
Product Approval Accepts:
Credit Card
Sate
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef VE2FJ... 3/7/2017
7T.i T DV 1'No 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 114"MAX.PANEL WIDTH TABLE OF CONTENTS
6-0 X 6"8(XX)&5-4 X 8-0(O/OXO) 36 318"WITH SHT#1 DESCRIPTION O
1 INSWING ELEVATIONS&GENERAL NOTES
INSWING/OUTSWING AS 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM 0
3 INSWING ELEVATIONS&BILL OF MATERIAL
cc
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS JO
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / 5 INSWING INSWING VE R VERTICAL
CROSS SE SHOOTS co I
F- �r
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 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 Q M
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 OUTSWING ELEVATIONS O- LL N
HAVING SIDELITEITRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O____.._. 9 OUTSWING VERTICAL CROSS SECTIONS W LU =co
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = O = 10 OUTSWING VERTICAL CROSS SECTIONS Q H r
J 25 - / c7 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q v
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER / w Lo
LOADS TO THE STRUCTURE. < x 12 OUTSWING HORIZONTAL CROSS SECTIONS n
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR W m O w 13 ANCHORING LOCATIONS 1 j n J=
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O tO 6 W. 14 ANCHORING LOCATIONS Y O
4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. a 15 ANCHORING LOCATIONS&DETAILS
6 \ / x 16 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 O'
AND TRANSOMS. co 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 p w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH INACTIVE ACTIVE O O N °d
LENGTH/OH HEIGHT IS 1.0. 0p z
0o e 0 w
ASTRAGAL A B O x O §0
DOOR LEAF CONSTRUCTION: NOTE 2 w
o l Lu?
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) ,a
(INSWING IMPACT) w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. x 9z
m
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND (n aQ w Lu
DENSITY EXPANDED POLYSTYRENE(EPS). x z N z
moo- ¢
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 9
IOco 0
24 GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA O
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" TABLE 1 o r
¢U <
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING a a
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK
BLOCK IS 1.688'X3 1/8"X 12'FINGER JOINTED PINE. DESIGN PRESSURE RATING:
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(9
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. <z z
SIDELITE(S)AND/OR TRANSOM W10 SIDLITE OR TRANSOM x<O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U x P:
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMINSWING POSITIVE +55 +55 wo w a,
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 OV p 0 of 0
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM p U w 0)
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o p w
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING
NEGATIVE 55 55 N
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED �
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, o
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: N o a
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 N o
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 CONSTRUCT`{I I II,,,CENTER OF THE "
RECEIVER PLUG IS L THRESHOLD
OL AND ILLED WITH DOW 1199 SILICONE. A PLASTIC THE BOTTOM ASTRAGAL BOLT.OUTSWING OF THE TWO FRAMES.l"X 112"CORRUGATED NAILS ARE USED ON THE s--0 F. 0,���ii 1-1-11z<O
UNITS WITH AN INACTIVE PANEL,TAKE A 112"HOLE AT THE CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND RIX 2" z
SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A i itall signed � '\•• � % DATE: 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH 9 y g f O
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE eason:l am approving this document 7 scue: 1/2"=1'
CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 112' OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD au:2014.11.11 10 7a""_* *
IN PLACE WITH 16GA X 7/16'X 2"STAPLES. = DWG.BYG.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT Or Z441 Z cHx.Br: S.FREY
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8"
4
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE
Rl.
onnwi G 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.
FBPE CeR OF�I�YfMdf No ZySTa SHEET 1 OF 16
C; 641/2"MAX
_J OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH
{� 51"MAX
O 58 112"M D.L.O. 35 MAX I OVERALL WIDTH
� PANEL
WIDTH
N to
60)
NOTE 2
f \ \ mo
ir>
26 \ r a w Z O Q M
r O25 = _ 6 \ Ja, _ � � � Z W LL W
WO G K^ XO WQ �aO
_ 7 Z JC 6 >� Z Q >m J Q�
w \ w o a QM NOTE 2 0 a M NOTE 2 NOTE 2 0 � <Lo
= 6PMULLPOST
o;o �o NOTE 2 a co W fzo 2 c""1 Y D-
NOTE 7"MAX. MULL POST w
�t
NOTE 2 � " 7"MAX.D.L.O. w 0w pMMULL POST 0 O
II C NOTE 2 NOTE 21iPANEL DTH NOTE 2 o Y zTRI UNIT(OXO) TYP. 12"MAX• NO E 2 a�PANELWIDTH 35 314"MAX NOTE 2 (INSWING IMPACT DOOR WITH PANEL WIDTH � j z
4 412"MAX. NON-IMPACT SIDELITES) U p m3.PANEL WIDTH DUAL UNIT(OX) N'6 0 m 0)
353/4"MAX 37 1/2"MAX O.VA INSWING IMPACT DOOR WITH �oz gPANEL WIDTH TYP. FRAME WIDTH ( u O(6N a
NON-IMPACT SIDELITE) o I`_ z O
00 z
W U
TRI UNIT(O/OXO)
a
(INSWING IMPACT DOOR WITH y
NON-IMPACT SIDELITES&TRANSOM) cl),m
26 \ _ (9 w
w
c� 0<ZZ
r \
= U=0
25 \ wOa
= J OWRZ
U
Q t7 — fcn UJ
O� C,OO
NOTE 2 NOTE 2 g
NOTES:
°D 1- ALL VIEWS FROM INTERIOR. 66 N o
/ 2-MASONRY AND CONCRETE CONSTR "1131Y."If/il,
z
DATE: 12/31/09
B NOTE 2 7 scue 1/2"=V
* * = DWGBG.LUBBECKE
35314 MAX. = T T cra.Sr: S.FREY
PANEL WIDTH
[u "
Oma•awed E\��``� DRAWING NO.:
SINGLE UNIT(X) �S9�a1^v. JW162009
(INSWING IMPACT) �� sN�
FSPE;= N..M76 SHEETov 16
Item I DESCRIPTION Material
37 1/2'MAX O.V.A. 1 HINGE JAMB 1 1/4'X 4-9/16"FINGERJOINTED PINE PINE
Q
FRAME WIDTH 2 HEAD JAMB 1 114"X 4-9/16'FINGERJOINTED PINE PINE
3 LATCH JAMB(1-1/4'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
6 4"X 4"BUTT HINGE 12GA. .089"MIN STEEL n
Lnn�:37 #9 X 314"PHILLIPS FLATHEAD WOOD SCREW STEEL p
NOT 8 #10 X 1 1/2"PHILLIPS FLATHEAD W000 SCREW STEEL J o
9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL m O
10 COMPRESSION WEATHERSTRIP FOAM U
= 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z O Q M
0 12 #8 X 2112'PHILLIPS FLATHEAD WOOD SCREW STEEL O ly N
26 \ w 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM W Y =CD
J 14 NOT USED J Q
w O25 " 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL n M Lo
w 4 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL M <
O°D 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL coY a
w X 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
a7 19 LATCH SIOE STILE LAMINATED VENEER LUMBER LVL LVL w
a / v 20 LOCK BLOCK 1-11116-X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE O
21 ODL LIP-LITE FRAME PLASTIC w.-.w
NOTE 2 / NOTE 2 22 1"O.VA.INSULATED TEMPERED GLASS GLASS o OX F- ,b
23 16 Ga.7116"CROWN X 2'LONG STAPLES STEEL p O m a)
24 CORRUGATED NAIL 112'X 1-1116"25 GA STEEL �R v p a
/ 25 KWIKSET LOCK SERIES 400 STEEL WO x N
26 KWIKSET DEADBOLT SERIES 660 STEEL O Y z w
27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL w
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD WX~ > L7 LL
C D NOTE 2 29 NON-COMPRESSION SHIM WOOD F X 0 m z 0
�, =) . 30
30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM �16 c m—
35 314'MAX. O 00
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS U o 9 N
A-525 COMMERCIAL QUALITY 0.021'MIN.THICK. R ir
p
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM 00 a
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
J}
34 1 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM
35 MULL POST,EDGE GLUED FINGERJOINTED PINE PINE cw9 w
36 3/8"ROUNDED SCOTIA PLASTIC ¢z z
37 SILICONE BEAD DOW 1199 SILICONE v=O
38 JAMB,1-114"X 4-112'FINGERJOINTED PINE LVL w 0 n.rn
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 0 w L5 2
40 ASTRAGAL BOLT 0.313 DIA. STEEL Uo U w-
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w o o w
42 11/16 O.V.A.INSULATED I/8°ANNEALED GLASS GLASS F
43 1"STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL./SEALENT 1:w
45GLAZING CLIP ELLULAR PVCNOTES: ry o
46 SASH CELLULAR PV 1- ALL VIEWS FROM INTERIOR. o�0
2-MASONRY AND CONCRETE CONSTRRQ Mfr`'TW4 ,,
47 STRIKE PLATE GLOBAL STEEL ,SESi m¢z
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC Z \ ••x DATE:
12131/09
SCALE: 1/2'=1'
* * MG.8G.LUBBECKE
4 CHK BY: S.FREY
i Off\• Pd E•��u� MAWING NO.:
%��Cc�aTe.v,E.rg7tY78
JW162009
FSPE /,�`�I,No.Z678 SHEET Z_OF 16
�' co 114"MAX
m
p n Z m O m SHIM THK .
0
x
M
m
M
O A m 1 D 1 1/2"
0 N y MIN.EMB.
T n
gr o
0 m
M Az
z EXTERIOR
1z .
M 3 m? 3
0 Z ® NZ z
Oz
z 1
OmINTERIOR \ N f
x 3� o m
W Z N N 0 O
79"MAX PANEL HEIGHT m
m 1 1/4"
0 cn 0
mM MIN.EMB.
a po
rwi 0 1>_ 1/4"MAX
Cm I a n SHIM THK.
3
Z n z
ox EXTERIOR z�
O mz z
z N
om
8
m-1 t .
m zINTERIOR
z Ue Z
N N
Z1
Z 79"MAX PANEL HEIGHT 'a O
�--1 1/4"MIN.EMB.
A (7
z z m m 1/4"MAX
m m O m z 0 ur m SHIM THK.
N 0� CA O0 mm
0 n m N �+ o N m D ww 1 112"
z�00 m O X D ..�
zOO�zD n ND ~MIN.EMB.
z_ CD
_D< m O o
M
<
2:0 z a z EXTERIOR 1; D _
nZDDCo N y� ': s
opm<nvD, zo z z
=D O01m,Z '-
m z 0 INTERIOR 4--
m
N
m
00
Om D moi W?^: ° 7 1/2"MAX.D.L.O. a 0 " O
w z
D m 9 n 0 L79"MAX PANEL HEIGHT
0
O m r 9 12"MAX.PANEL HEIGHT m
°D Azi113 1/2"MAX.FRAME HEIGHT
v
c' 1 1/4"
0 0 y m MIN.EMB.
< N wo N �' Mm 2!-.4
1/4"MAX z'
O d �'n D SHIM THK.
zn
D 0 G
/ w
0 0 EXTERIOR
3
0
d
3
om \/ zz
`NiuluiN,i m 0
i 0
INTERIOR rn 0
n w m
79"MAX PANEL HEIGHT 7 1/2"MAX.D.L.O. z
ww j O
12"MAX.PANEL HEIGHT m
1 1/4"MIN.EMB. 13 1/2"MAX.FRAME HEIGHT
y PRODUCT:
CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC.
0 6-0x8-8(XX)&5-46-8(0/0X0)
I' N o c w w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
0 00 m W i1 o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601
I0 A m - tO A 12.01.11 2010 CODE CHANGE JLA
° < x NO DATE DESCRIPTION gy INSWING VERTICAL CROSS SECTIONS PH.541-882-3451
M REVISIONS
adkl�M
NOTE 1 ao 1• 1"MIN 1"
w28 41 <w MIN, t'MIN NOTE 1 ad
MIN. 1"MIN
9 28 41 m 1"MIN. NOTE 1 �w 1"MIN NOTE 1
ai ` 29 a y W 1"MIN 28 41 "� 1"MIN 9 28 41
5
U) 29
.3A '
. a D)
.: o
38 36 43 29 U) J O
1 = 29 m _
SEE DETAIL A I = O X J
SHEET 15 37 42 O w = ¢F 13p 1 36 43 = SEE DETAIL A �l- 2 Z O Q M
-4 = w `J = C9 SHEET 15 36 43 a LL tV
11/16"O.A. o v— Z W CD
= SEE DETAIL A W Y =00
X z � w 37 36 43 I—.-
37 42 SHEET 15
J Q
44 ¢a LL SEEDETAIL A SHEET 15 11116-O.A. �j 31 16 37
O h <to
as as � � J z LL W cl)
37 44 �'p a X 31 16 M Y a.
30
38 M 37 w —� O 30
iv w 21 0 w O z
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