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Product Approval Menu>Product or Application Search>-Application List>Application Detail
• FL# FL12769-R7
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 9.7601
(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 LakeportBlvd.
Klamath Falls,OR 97601
(800)535-3936
custorrierservic.eadents@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 E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 10/20/2016
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI2Qz2... 5%22/2017
Florida Building Code Online Page 2 of 3
Date Validated 10/23/2016
Date Pending FBC Approval
Date Approved 10/30/2016
Sum-mairy of Products
FL# Model,'Number or Name Description
12769.1 Contours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
_Approved for use in HVHZ:Yes FL12769 R7 C CAC NI009887-R4 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+55/-55 Installation Instructions
Other: Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008730 SS 2013-09-08.odf
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F.Norero Florida PE No.73778
Instructions.Since-product does not meet water infiltration Created by Independent Third Party:Yes
requirement for HVHZ,it must be installed per overhead Evaluation Reports
requirements as identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER3791.odf
RBC. Created by Independent Third Party:Yes
12769.2 Contours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites;12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R7 C CAC NI009887-114 Certificate.odf
Approved for use outside HVHZ:Yes Quality-Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+66/-66 Installation Instructions
Other:Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008730 SS 2013-09-08.odf
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F.Norero Florida PE No.73778
Instructions; and Must Be Installed With Surface Bolts.Since Created by Independent Third Party:Yes
product does not meet water infiltration requirement for Evaluation Reports
HVHZ, it must be installed per overhead requirements as FL12769 R7 AE PER3791.odf
identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party:Yes
12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of.Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R7 C CAC NI009887-114 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+55/-55 Installation Instructions
Other:ProductCanBe Installed In The X,OX/XO,OXO, FL12769 R7 II A008731 SS 2015-10-03.odf
XX,OXX/XXO,'and OXXO Configurations Per Installation Verified By: Hermes F.Norero Florida PE No.73778
Instructions.Since product does not meet water infiltration Created by Independent Third Party:Yes
requirement for HVHZ,it must be installed per overhead Evaluation Reports
requirements as identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER3792.odf
RBC. Created by Independent Third Party:Yes
12769.4 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FU2769 R7 C CAC NI009887-R4 CertiFlcate.odf
Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+66/-66 Installation Instructions
Other: Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008731 2015-10-03.odf
XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No.73778
Instructions;and Must Be Installed With Surface Bolts.Since Created by Independent Third Party:Yes
product does not meet water infiltration requirement for Evaluation Reports
HVHZ,it must be installed per overhead requirements as FL12769 R7 AE PER3792.odf
identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party:Yes
12769.5 Contours Steel,Wood Edge Half Vent Lite Outswing Door,3'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R7 C CAC NI011489-RI Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/31/2020
Design Pressure:+55/-55 Installation Instructions
Other:Product meets water infiltration requirements for FL12769 R7 II A009078 SS 2013-02-28.r)df
HVHZ Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R7 AE PER3793.odf
Created by Independent Third Party:Yes
12769.6 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,9'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R7 C CAC NIO11352-RS Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
https:Hfloridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgsmFBcODh9XI2Qz2... 5/22/2017
Florida Building Code Online Page 3 of 3
Design Pressure:+50/-50 Installation Instructions
Other: FL32769 R7 II A008496FL.Ddf
Verified By:,Hermes F.Norero,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769'R7 AE PER3833.odf
Created by Independent Third Party:Yes
Baric Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824
- The State of Florida is an AA/EEO employer.Coovriaht 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:
QN1 F;0
Credit Card
Safe
hitps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9XI2Qz2... 5/22/2017
7ELD-WEN DOOR INSTALLATION DETAILS TABLE 1
CONTOURS PREMIUM STEEL WOOD EDGE
DESIGN PRESSURE RATING:
FULL LITE NON-IMPACT INSWING SIZE QUALIFIES:FULL LITE NON-IMPACT ACTIVE PANELS WITH OR W/O SIDELFES 6
UP TO 12'-0"X 6•-8n MAX.PANEL WIDTH=35 3/4" 6-8 TALL SYSTEMS: (XX)(XXO)(0)XO)(X)(OX)(XO)(OXO)
GENERAL NOTES WITHOUT WITH SURFACE BOLTS
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(LB.C.)&INTERNATIONAL RESIDENTIAL SURFACE BOLTS: SURFACE BOLTS: AND ODL SMART FRAME
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE INSWING i POSITIVE +55 +66 +60
TO TAS 202-94,ASTM E330-02,E283-04,E331-00 AND AAMA 1304-02. NOTE:ODL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED I NEGATIVE
FOR WINDZONE 3.
COMPONENT LIST
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK ITEM DESCRIPTION MATERIAL QTY.
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ.
3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
HAVE A MINIMUM Fe OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 3 1X WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6&7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4
FRAME
INSTRUCTIONS FOR NON-IMPACT RATED DOORS. FOR OTHER 149"MAX. 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL S REQ.
IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 111 112"MAX.FRAME 37 112"MAX'
DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR D.L.O. -1 FRAME TYP. 8 #9 X 314"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44
PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN SHT.#3 9 1"O.A.IG NON-IMPACT FRAME BY ODL Polypropylene 1 OR 4
WEBSITE:JELD-WEN.COM/LEARN/RESOURCES/ 10 KWIKSET LOCK SERIES 400 STEEL 1
INSTALLATION&FINISHINGA 11 KWIKSET DEADBOLT SERIES 780 STEEL 1
6pFLORIDA APPROVED SHUTTERS ARE NEEDED O 12 1"O.A.IG NON-IMP.SMART FRAME BY ODL Polypropylene,1 OR 4
WHEN IMPACT PROTECTION IS REQUIRED. aw 6 1 13 3/4"O.A.IG NON-IMPACT VENT UNIT BY ODL I Polypropylen 1
x
7E>NTEGRAL MULL POSTS&DOUBLE-BACK JAMBS W o i/ OVERHANG
ARE INTERCHANGEABLE.SEE SHEET 3 FOR °D LENGTH
*
MULLING INSTRUCTIONS. z u Lo NOTE: PRODUCT HAS NOT BEEN RATED FOR
WATER INFILTRATION. IF AUTHORITY HAVING
6. ALL FASTENERS IN WOOD SHALL Z d rn JURISDICTION REQUIRES THAT PRODUCT MEETS M
BE COUNTERSUNK 3/16"DEEP. ?O LU \ THIS REQUIREMENT,PRODUCT SHALL BE USED O '^
EXAMPLE: 3/16"-- U) e e WHEN INSTALLED AT LOCATION PROTECTED BY O Dp ate^, m
INACTIVE ACTIVE
OVERHANG SUCH THAT OVERHANG(OH)RATIO= ii o
FIxeD FIXED OH LENGTH_OH HEIGHT IS z 1.0 _ • o O Do In
DOUBLE BACK ~ O ; W CL m
7a.AULL POST JAMB15 OVERHANG = s Y UT
SURFACE BOLTS NOT RATIO w O -9 UT ....�...
REQUIRED FOR APPLICATIONS 12-0 X 6-B ELEVATION "' E o m
NON-IMPACT LITE REQUIRING DP-5508 LESS O 0 �+ n L LL
371/2"MAX.O.A. SEE SHT.#3 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) o 4 a
FRAME TYP.
ISI 75"MAX.FRAME r--75"MAX.FRAME—+i —112 1/2"MAX.FRAME—� —112 1/2"MAX.FRAME
V` '4
aW \
(j LL
z /p O O O O Z p
co P: O DD H O
ZO
gk
\
L\
Wy X OA L
/ 7 N Q
ACTIVE ACTIVE FU(ED FFIXED FIXED FIXED FIXED W 61
3-0 X 6-8 ELEVATION 6-0 X 6-8(OX) 6-0 X 6-8(XO) 9-0 X 6-8(OXO) 9-0 X 6-8(OOX OR XOO)
SINGLE(X)&(0) �--74"MAX.FRAME—y r--111 1/2"MAX.FRAME—� %%% S F
Digitally signed by Hermes F.Norero,P.E. T 6-0 X 6-8(XX) 8 0 I;
Reason:I am approving this document o w / \ SURFACE BOLTS NOT •.��
Date:2013.09.0819:56:12-041001 = REQUIRED FOR APPLICATIONS ATE:12/20/2012
// REQUIRING DP-55 OR LESS _
SHE TINDEX P. * 7 * :NONE
SHEET# DESCRIPTION /P o wG.By:G.LUBBECKE
1
GENERAL NOTES B.O.M.&ELEVATIONS FOR 3-0 PANELS&SIDELiTF-S d "
2 ELEVATIONS FOR 3.0 PANELS AND 1-2 SIDEUTES °D b ERQ ((/ K BY: S.SAFFELL
' LkllS. ` DRAWING W.:
3 INSWING BOX MULLING DETAILS \ \ 1 FA �
4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD � � Ll
p
5 INSWING VERT.AND HORIZ SECTIONS IN MASONRY CONCRETE INACTIVE ACTIVE 9-0 X 6-8 INACTIVE ACTIVE I p CHF A008730
6 ANCHORING DETAILSL FIXED AA''--
7 ANCHORING DETAILS 1QXX OR XXO) FBP h11T ��J578 SHEET 1 of 7
105"MAX.FRAME-
RAME 89 1/2"MAX.FRAME
89 1/2"MAX.FRAME 74"MAX.FRAME
15 1/2"MAX. 15 1/2"MAX.
D.L.O. FRAME TYP. FRAME TYP.
SHT.#3
= 0 t r r r r r
w O
x
°D w 0
l e e
U)LL \ 0 0
za
a 0 w
�X � r
¢2 INACTVE ACTNE INACTIVE ACTIVE
T FIXED FIXED BACK
FIXED
�NIULL POST DB M
AMULL
SURFACE BOLTS NOT
REQUIRED FOR APPLICATIONS
REQUIRING DP-55 OR LESS
8-4 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION
DOUBLE DOOR W/ 1-2 SIDELITES(OXXO) DOUBLE DOOR W/ 1-2 SIDELITES(XXO OR OXX)
p p o Ln m
O
O co C, N N
d 00
O p O
Go Ln
Y lL v
53"MAX.FRAME SO �
15 1/2"MAX. A
FRAME TYP. 53"MAX.FRAME 68 1/2"MAX.FRAME E r-
NON-IMPACT LITE 151/2'MAX. 15 1/2"MAX. 37 1/2"MAX. ► Y a
SEE SHTI.#3FRAME TYP. FRAME TYR �#30 FRAME
{ `CD J [1J
`ar a r r 19 5/8'
`•'w / / \ MAX. LL
m w D.L.O. g
z� ¢a �
3,L e e e .�,
U) 0 0 0 • o f o
a0 \ LJ
35 ci
ACTIVE ACTNE ACTIVE ^� w
FIXED FIXED IXED LE. A �W
t,7 00
4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X 6 8 ELEVATION 3-0 X 6-8 ELEVATION ,�� A�S F.
DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) VENT LITE(X) �� \v ..••• •. I bORo
o Z ~
DATE:12/20/2012
NONE
-10 T T Q: D om:G.LUBBECKE
�0 [R cHc ay: S.SAFFELL
CH's0•7
o RU
X338 A008730
A Pm, '
FXN .29578 -EET 2 of 7
APPLY DAP ALEX PLUS SILICONE
6-#8 X 2" OR EQUIV.BETWEEN 19 5/8"MAX.D.L.O.
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP. 6"MAX.
21"MAX.D.L.O.
D.L.O. Ci
xo
1
FIXED ACTIVE
133 63 133 133 0
J
ci }a o O
a F ci 12
to ci 12
� a C3
oil I
Llz�
C3
ODL 3/4"O.A.VENT LITE
NON-IMPACT o 0 0
A m rn N �
N
CC
0 To u-1
� Gl =•��
S Y m sh .a
ODL 1"O.A. NON-IMPACT ODL 1"O.A.NON-IMPACT O '.9 "
A N (u �.
1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN M n E o
S m S2
w
INTERIOR 1/8"TEMPERED 1/8"TEMPERED INTERIOR 3/4"O.A 5
9 SIDE GLASS t314
SS SIDE 1/2"AIRGAP � 0
12RIOR 1/8"TEMPERED
I 1/8'TEMPERED 1— 0
�l--I- UQ O C7
1314" 1"MAX1"MAX 111' LITE EXTERIOR g
1 1SIDE
3/4"AIR EIRSPACE Z `b z
ui X a
3/8"MIN.GLASSN.GLASS v�
1 318" BITEBITE � N- a
W
a DETAIL B3 DETAIL B3 13 ` Et,_ rn o
ODL NON-IMPACT GLAZING DETAIL ODL SMART FRAME k�1 �E�7T Nay `�
BOX SIDELITE MULL
A3 NON-IMPACT GLAZING DETAI �� ��i G o
MAX.4 UNITS
EXAMPLE:OXXO,OXO,OX o
ATE: 2012
• 7 �; * :NNONEONE
T T w sy:G.WBBECKE
DETAIL A3 ?J 1j S ERO i(/ `oxer: S.SAFFELL
op
(6)FASTENER LOCATIONS AT � �•73 � Ganw)NGN".:
DOUBLE-BACK JAMB ATTACHMENT � Atd6EAGli �� A008730
FBP�� /TTH 29578 SHEET 3 OF 7
111
1"MIN. �— 1"MIN. --- 4 1 1"MIN. 1"MIN. 4
2 2 OPTIONAL
1/2"MIN. 1 1/2"MIN. WOOD % \) INSWING FIXED OR
EMB. EMB. BOTTOM I •% / OPERATING UNIT
1 1 RAIL \ VERTICAL CROSS SECTION
ENDURA ZAIL4566
1/4" 1/4„
MAX. MAX. 1"MIN. 1"MIN. 4 1
SHIM 118" SHIM 1/8" 2 y N \
_ 11/2"MIN. EXTERIORI INTERIOR
SEE NOTE#7 SEE NOTE#7 EXTERIOR EMB. I\ 1'—'-
ON SHEET 1 ON SHEET 1
#8 X 3"PFH FOR INTERIOR t 1 4 4.
STRIKE PLATE INSWING OPERATING UNIT /
VERTICAL CROSS SECTION 1/4" L
EXTERIOR HEAD JAMB MAX. 1 1/2"MIN. 2
SHIM EMBED.
INSWING OPERATING UNITEXTERIOR
W/OPTIONAL SURFACE BOLT INTERIOR SEE NOTE INTERIOR
1
VERTICAL CROSS SECTION ON SHEET 1 �- 1"MIN I-MIN --I
HEAD JAMB
INSWING FIXED UNIT
VERTICAL CROSS SECTION
2 1 HEAD JAMB
1 1n•MIN. r11C MAY. HINGE DETAIL:
EMBED. I SHIM •• TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6)
CENTER=8 SCREWS(ITEM#8) M ..
�/. BOTTOM=8 SCREWS(ITEM#8) o >
1•MIN SEE NOTE#7 OPTIONAL p 0° N N
ON SHEET 1 8 WOOD 4 \ ` r v o vii
/. ,EXTERIOR �O 8 3 BOTTOM / // I T
RAIL I\ �// ! + o � " v
VMIN. / .8 2X L A
4X / -_ EXTERIOR ;; n E t 2
�� i Moa
FIXED UNIT \ w
HORIZONTAL CROSS SECTION Y G z
INTERIOR #8 X 3"PFH FOR I INTERIOR -' C
4 1 INSWING SHOWN STRIKE PLATE I J U
1 4 4 __ F � 'n
U
Q g
O
2XINTERIOR � 2 z 2: c❑
0 1 1MIN. z tb z o
EMM BED. ui x ❑
N
7 — 1"MIN —� 1"MIN I— w
MIN. \ % 4 1"MINQ2
INSWING TING UNIT oo J i
EXTERIOR NOTES: BOLT ❑ >
1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN �* jlON
L
w z
• � % �2X BUCK OR 1X BUCK CONCRETE/MASONRY �� \`�'tNJ�U �I � � o �
OPENINGS,SEE SHEET 5 a z
� :•�� a O
1"MIN. 1"MIN. 2 OPTIONALLY,ANCHOR CAN BE PLACED IN •• O DATE:12/20/2012
\\ SEE NOTE#7� /// NARROW SECTION OF HEAD OR JAMB AS T
4 1 ON SHEET 1 I LONG AS MINIMUM EMBEDMENT AND EDGE * suu:NONE
1/4"MAX. I DISTANCE ARE ACHIEVED.
1/4"MAX. SHIM���111 = 10 T T Of —sr:G.LUBBECKE
1 1/2"MIN. SHIM 1 1/2"MIN ITEM#6,(#9 X 21/2")TWO SCREWS TO BE ' �O FR ` aK.ar S.SAFFELL
NSTALLED IN TOP HINGE AT JOB SITE,
EMBED. EMBED. LZ! 0.7 DM1Yf14G N".:
+ � (�� X
INSWING LATCH JAMB AT FRAME INSWINGCLOSEST TO WEATHERSTRIP. 338 HINGE JAMB AT A008730
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ®AT SILL,PLACE ANCHOR IN SILL FB�E� ' 29578 4 7
BASE MATERIAL FOR MAXIMUM SUPPORT. SHEET of
CONCRETEIMASONRY 1'MIN. V MIN. 1"MIN. 1'MIN. CONCRETE/MASONRY 1'MIN. 1"MIN.
BY OTHERS 1"MI1'MIN. BY OTHERS 1"MIN.
1'MIN. 1'MIN. 1 1'MIN. I 1
11/4' MIN. 1'MIN. �
1' MIN. 1'MIN. 5 EMB.
11/4' 1 4 5 EMBED
MIN. 1'MIN. ,
EMBED .d 5
5 I- 2 'IF
000�
a
'd MIN' 2 /�'��~ CONCRETE/ 3
2 MASONRY -F—
EMBED 1 �L 1 ��� 1 BY OTHERS
L 1 1/4' %% 1/4" %% /� / _ IMAX.
�/ /�%%/ %�/
SMAX.HIM 1/8' MAX. %% OPTIONAL \�� SHIM
INTERIOR
1/4" �� SHIM WOOD Y EXTERIOR
MAX. INTERIOR SEE NOTE 47 SEENOTE:#7 EXTERIOR INTERIORBOTTOM EXTERIORI INTERIOR SEE NOTE#7
SHIM EXTERIOR ON SHEET 1 INTERIOR ON SHEET 1 RAIL \ / ON SHEET 1 INSWING OPERATING UNIT
#8 x 3•PFH FOR INSWING FIXED UNIT 5 VERTICAL CROSS SECTION
SEE NOTE#7 INSWING OP RATING UNIT STRIKE PLATE VERTICAL CROSS SECTIONOPTIONAL 1X BUCK
ON SHEET 1 VERTICAL CROSS SECTION HEAD JAMB t V4'MIN. r
EMBED �. OPTIONAL
HEAD JAMB
' 4• i-� � � � WOOD
11/4"MIN.
5 1 EXTERIOR
EMBED. EXTERIORI INTERIOR
X 3'PFH FOR
INSWING OPERATING UNIT STRIKE PLATE \ / -
114'MAX. W/OPTIONAL SURFACE BOLT 5 3 _
1'MIN 1°MIN INSWING FIXED OR
SHIM INTERIOR
VERTICAL CROSS SECTION INSWING OPERATING UNIT OPERATING UNIT
HEAD JAMB VERTICAL CROSS SECTION L VERTICAL CROSS SECTION
� C
I•MIN W/OPTIONAL SURFACE BOLT 1 1/4•MIN. ENDURA ZAIL4566
1'MIN. ENDURA ZAIL4565 EMBED
\,
EXTERIOR� HINGE DETAIL: G p o Ln m
. TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM 1•MIN 1°MIN o m a^, rT �
N
CENTER=8 SCREWS(ITEM#8) p o o m Ln
V MIN. 8 8 BOTTOM=8 SCREWS(ITEM#8) CL
1'MIN. 2X \ X 3 1 -O LL
LSEE NOTE#7 CONCRETEfMASONRY v
FIXED UNIT ON SHEET 1 I BY OTHERS p ^ y
HORIZONTAL CROSS SECTION / INTERIOR ► m Y t LL
5 INSWING SHOWN aCL
2 stu
/
x
/ 1'MIN. 5 p \\ O
2 1'MINI a \•
/ INTERIOR EXTERIOR N
F ? Q
1"MIN. p 1 1/4•MIN. \� `SEE ITEM#7
1'MIN. EMBED
MIN. V \ % V 1•MIN. 1•MIN. 1/4°MAX.ON SHEET 1 ZO � O ZO
EXTERIOR 1 'p Z.� _}
SHIM
_
1. -111/4'
MIN.EMBED -1 ,
1•MIN. �,' /. 1°MIN. INSWING OPERATING UNIT w � f
',/ I'MIN. HORIZONTAL CROSS SECTION
d EE NOTE#? % ' Iw O z
V MIN. ON SHEET 1 5 1'MIN. ``� ,��,�,,w,�y�� O w••
O >
1 5 1/4'MAX. SEE NOTE#7`�� S.F.
0 /// Z
1/4"MAX. SHIM ON SHEET •.. . � // = p -
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1 1/4"MIN. I SHIM 1 1/4'MIN. 4
EMBED. 1— EMBED. 1•MIN. ��\ ` • • O = O
INS WING HINGE JAMB AT FRAME INS WING LATCH JAMB AT FRAME 1.
\ :• 7 DATE:12/20/2012
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION �� = * •. * =
--:NONE
I/SHIM T T Q' ` DM BY:G.LUBBECKE
NOTES:
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 �O �iR cm BY. S.SAFFELL
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 112•
MIN. b Q•
BY OTHERS EMBED p�}'( B T X338 DRAWING N•.:
2�ITEM#6,(#9 X 21/2")TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL ]Je • ���� A008730
�AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.(NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB can � .29578 5HEET 5 of 7
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(FROM EDGE OF FRAME) (FROM EDGE OF FRAME) _ * * _Sam NONE
T T nw� G.LUBBECKE
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O.7 `` DPAYANG No.:
�EA�H13 T�11338 A008730
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SIDELITE/ACTIVE PANEL(FROM EDGE OF FRAME) (32)ANCHOR LOCATIONS(FROM EDGE OF FRAME) (46)ANCHOR LOCATIONS(FROM EDGE OF FRAME)
15 1/2"
MAX.O.A. 53"MAX.O.A.FRAME 68 1/2"MAX.O.A.FRAME 89 1/2"MAX.O.A.FRAME
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DATE:12/20/2012
I-BOTTOM SHOOT _ -
X X DETAIL B7 BOLT INSERT PLUG NONE
tY Dx�.er:G.LUBBECKE
� (12)ANCHOR LOCATIONS DETAIL C7 4 5 i-TOP ASTRAGAL
L!I AT ASTRAGAL STRIKE PLATE O b o•7 `� S.SAFFELL
(6)ANCHOR LOCATIONS AT MULL DETAIL D7 DETAIL E7 DMWIMN.:
HEADER STRIKE PLATE SILL PLUG INSERT a T ,338 A008730
POST OR DOUBLE-BACK JAMBS � /5� �4
4 5 1-2 SIDELITES ONLY AT ASTRAGAL AT ASTRAGAL F13P .29578 SHEET 7 OF 7