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Product Approval Menu > Product or Application S h > Application List > Application Detail
Application Type
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Product Manufacturer
Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
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Subcategory
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Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
FL12769-R7
Revision
2014
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Jason Kantola
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
DEC 0 6 2017
PERMMING
St. Lucie County, FL
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
Year
ASTM E330
2002
ASTM E331
2000
TAS 202
1994
Method 1 Option A
10/20/2016
11lie Copy
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9Xl2Qz... 10/30/2017
.11 Florida Building Code Online
Page 2 of 3
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
FL # Model, Number or Name
12769.1 Contours Steel, Wood Edge
10/23/2016
10/30/2016
06/30/2017
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: Product Can Be Installed In The X, OX/XO, OXO,
XX, OXX/XXO, and OXXO Configurations Per Installation
Instructions. Since product does not meet water infiltration
requirement for HVHZ, it must be installed per overhead
requirements as identified in Sec. 4410.2.3.2 of the Florida
RBC.
12769.2 I Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +66/-66
Other: Product Can Be Installed In The X, OX/XO, OXO,
XX, OXX/XXO, and OXXO Configurations Per Installation
Instructions; and Must Be Installed With Surface Bolts. Since
product does not meet water infiltration requirement for
HVHZ, it must be Installed per overhead requirements as
Identified in Sec. 4410.2.3.2 of the Florida RBC.
12769.3 Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: Product Can Be Installed In The X, OX/XO, OXO,
XX, OXX/XXO, and OXXO Configurations Per Installation
Instructions. Since product does not meet water infiltration
requirement for HVHZ, It must be installed per overhead
requirements as identified in Sec. 4410.2.3.2 of the Florida
RBC.
Description
Full Lite, Inswing Door w/ or w/out Sidelites, 12'-0" x 6'-8"
Certification Agency Certificate
FL12769 R7 C CAC NI009887-R4 Certificate odf
Quality Assurance Contract Expiration Date
03/31/2020
Installation Instructions
FL12769 R7 II A008730 SS 2013-0 -08 odf
Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL12769 R7 AE PER3791 odf
Created by Independent Third Party: Yes
Full Lite, Inswing Door, w/ or w/out Sidelites, 12'-0" x 6'-B"
Certification Agency Certificate
PL12769 R7 C CAC NI009887-114 Certificate odf
Quality Assurance Contract Expiration Date
03/31/2020
Installation Instructions
FL_1.2769 R7 II A008730 SS 2013-09-08 odf
Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL12769 R7 AE PER3791.odf
Created by Independent Third Party: Yes
Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8"
Certification Agency Certificate
FL12769 R7 C CAC NI009887-114 Certificate odf
Quality Assurance Contract Expiration Date
03/31/2020
Installation Instructions
FL12769 R7 II A008731 SS 2015-10-03 odf
Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL12769 R7 AE PER3792 odf
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
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: +66/-66
Installation Instructions
Other: Product Can Be Installed In The X, OX/XO, OXO,
XX, OXX/XXO, and OXXO Configurations Per Installation
FL12769 R7 II A008731 2015-10-03 odf
Instructions; and Must Be Installed With Surface Bolts. Since
Verified By: Hermes F. Norero Florida PE No. 73778
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 PER 792 odf
identined in Sec. 4410.2.3.2 of the Florida RBC.
P��
Created by Independent Third Party: Yes
12769.5 I Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: Product meets water infiltration requirements for
HVHZ
Half Vent Lite Outswing Door, 3'-0" x 6'-8"
Certification Agency Certificate
FL12769 R7 C CAC NIO11489-RI Certificate odf
Quality Assurance Contract Expiration Date
01/31/2020
Installation Instructions
FL12769 R7 II A009078 SS 2013-02-28 odf
Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12769 R7 C CAC NI011352-R1 Certificate odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
https://floridabuilding.org/pr/pr app_4d-aspx?param=wGEVXQwtDgsmFBCODh9Xl2Qz... 10/30/2017
W, Nonda Building Code Online Page 3 of 3
Impact Resistant: No I
12/31/2020
Design Pressure: +50/-50 Installation
Other: �.
ventieo By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL12769 R7 AE PER3833 odf
Created by Independent Third Partv: Yes
Back ivext
Contact Us :: 260I Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Convrioht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Sta m nt :: 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 mall 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:
0�� h
.d
securitpwrRlcs.
https://floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsmFBeODh9Xl2Qz... 10/3 0/2017
3ELD-WEN DOOR
INSTALLATION DETAILS
CONTOURS PREMIUM STEEL WOOD EDGE
FULL LITE NON -IMPACT
UP TO 9'-0 X 6'-8"
OUTSWING GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASE ON THE SIGNED AND SEALED
DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 202-94.
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER.
3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 6. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER
IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT#J11106 (INSTALLATION INSTRUCTIONS FOR
PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COM2EARNIRESOURCES/INSTALLATION & FINISHING/.
FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED.
6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. 15 1/2" MAX. 107" MAX. FRAME
SIDELITE FRAME TYP. 3/4" MULL BAR TYP.
7. THIS PRODUCT MEETS THE WATER REQUIREMENTS D.L.O. �74 1/2' MAX. FRAME
FOR HIGH VELOCITY HURRICANE ZONE (HVHZ). SEE DESIGN SHT
PRESSURE CHART BELOW,
B.SIDELITES ARE AN OPTION AND CAN BE USED IN SINGLE OR
DOUBLE CONFIGURATION. 4 \ \ r
9. FULL LITE APPROVAL COVERS USE OF FRACTIONAL. GLAZING, = o \
INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO INCLUDED ;; w O
ARE INTERNAL AND EXTERNAL GRID, BLINDS BETWEEN GLASS, LL
EXTERNAL WROUGHT IRON AND DECO. ALSO, SIDELITES ARE AN z a e
OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION.§ °
10. ALL FASTENERS IN WOOD SHALLLu
O N
BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3/16'—►I O /
FI%EDi ACTIVE \ - INACTNE Flx
9-0 X 6-8 ELEVATION
TYP. NON -IMPACT DOUBLE DOOR W/ FULL 1-2 SIDELITES (O,XX,O)
LITE SEE SHT. #2
37 3/4' MAX. O.A.70 1/4" MAX: FRAME
FRAME TYP. 37 314" MAX. FRA E
. MULL �-74112"MAX. FRAME{
BA
I I _ BAR TYP.
m = p
11
Or' tu
Z O 9
�0 \
ACTIVE ACTNE ACTIVE INACTIVE
FIXED FIFI%ED FIFI%ED
T_ FULL LITE FULL LITE 5-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION
3-0 X 6-8 ELEVATION TRIPLE (O,X,O) DOUBLE (XX)
SINGLE (X) & (0)
DESIGN PRESSURE RATING:
SIZE:
QUALIFIES: PRODUCT MEETS THE WATER REQUIREMENTS FOR-HVHZ' ZONES 5
MAX. PANEL WIDTH = 36'
8-B TALL SYSTEMS:
( XX)(XXO)(OXXO)(X)(OX)(XO)(OXO)
WITH SURFACE BOLTS:
WITH -OUT SURFACE BOLTS:
SINGLE ACTIVE W/ OR W/O SIDELTES
(X. Ox. XO, OXO)
+ 60 / - 60
+ 50 / - 50
DOUBLE W/ OR W/O SIDELITES
(XX, OxX, xxo, OXXO)
N/A
+ 50 - 50
COMPONENT LIST
ITEM
DESCRIPTION
MATERIAL
CITY,
1
NON -COMPRESSION SHIM (0.25' MAX. THK.)
WOOD
AS REQ.
2
2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
WOOD
AS REQ.
3
1 x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
WOOD
AS REQ.
4
#10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN, EMBEDMENT
STEEL
AS REQ.
5
3116" ITW TAPCON ANCHOR W/ 1 114" MIN. EMBEDMENT
STEEL
AS REQ.
6
#9 X 21/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
120R4
7
#8 X 21/2"PHILLIPS FLATHEAD WOOD SCREW
STEEL
ASREQ.
8
#9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW
STEEL
22 OR44
9
1" O.A. IG NON -IMPACT FRAME GLAZED BY ODL
Polypropylene
1-4
10
KWIKSET LOCK SERIES 400 OR EQUIVALENT
STEEL
1
11
KWIKSET DEADBOLT SERIES 700 OR EQUIVALENT
STEEL
1
12
SINGLE GLAZE NON -IMPACT FRAME GLAZED BY ODL
Polypropylene
1-4
Digitally signed by Hermes F Norero, P,
Reason: I am approving this document
Date: 2012.12.03 13:52:47-05'00'
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11/18/2012
sAu NONE
* * =
mvc.er G.LUBBECKE
�i �L�11'�
outer: S.SAFFELL
398 DASTE. 338
DANI �EADIM, FL 33004
A008496FL
weer 1 or 6
F 3PE c r. OF AUTH. NO.29578
APPLY DAP ALEX PLUS SILICONE
X 21/2" OR EQUIV. BETWEEN
IEW AT JAMBS BEFORE MULLING
IN TYP.
1--3/4'
d
ID
VE
ODL LIP-LITE NON -IMPACT
T DETAIL A2
(6) FASTENER LOCATIONS AT
DOUBLE -BACK MULL ATTACHMENT
WITH WOOD MULLION BAR
1-2 X 6-8 SHOWN
1/8" MIN.
TEMPERED
GLASS
T'
1 314"
ODL LIP-LITE NON -IMPACT
3-0 X 6-8 SHOWN
1/8" MIN.
TEMPERED
3/8" MIN.
GLASS
INTERIOR
GLASS BITE
SIDE
1" O.A.
MAX.
12
118' MIN.
TEMPERED GIASS
318"'MIN. GLASS
3S AIRSPACE THICKNESS
13/8" BITE
DETAIL 132
ODL NON -IMPACT GLAZING DETAIL
MAX. D.L.O. 3-0 X 6-8: 21Y8" X 63%8" 1111111
MAX. D.L.O. 1-2 X 6-8: 6" X 63y"
1" MIN.
- 1aMIN.
4' 1
1" MIN.
- 1" MIN.
4 1
2
2
2
1 4 4
1 112" MIN.
EMB.
1 1/2" MIN.
EMB.
INTERIOR
EXTERIOR
1
SEE NOTE #10
ON SHEET 1
2
1/4"
�-
1/4"
N
1 1/2" MIN.
EMBED.
MAX.
1/8"
MAX.
SHIM
SEE NOTE #10
INTERIOR
EXTERIOR
SHIMJ
SEE NOTE #10 INTERIOR
EXTERIOR
1" MIN
1 4 4
E
1" MIN
ON SHEET 1
ON SHEET 1
INTERIOR
OUTSWING OPERATING UNIT
L
OUTSWING OPERATING UNIT
OUTSWING FIXED UNIT
VE RTICAL CROSS SECTION
ENDURA FOB4566A SILL
1 1MIN
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
EMBED,
HEAD JAMB
HEAD JAMB
1 1/2' MIN
EMBED.
HINGE DETAIL THOUGH MULL:
f'sEE NOTE #10
SHEET 1
HINGE DETAIL THOUGH BUCK:
TOP = 6 SCREWS (ITEM #B), 2 SCREWS (ITEM #6)
CENTER = 8 SCREWS (ITEM #8)N
TOP HINGE = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
CENTER HINGE � 8 SCREWS (ITEM #8)
BOTTOM HINGE = 8 SCREWS (ITEM #8) 8
1
/ INTERIOR
BOTTOM = 8 SCREWS (ITEM #8)
q2X �RYI
4X
1 MIN.
/ \ ", -.
FIXED UNIT EXTERIOR
HORIZONTAL CROSS SECTION
OUTSWING SHOWN
[1>1' MIN.
1
1'MIN..
4
1/4" MAX.
1 1/2" MIN. SHIM
EMBED.
OUTSWING LATCH JAMB'AT FRAME
HORIZONTAL CROSS SECTION
SEE NOTE #1
ON SHEET 1
1" MINCE]
1 112" MIN.
EMBED.
OUTS WING HINGE JAMB AT FRAME
HORIZONTAL CROSS SECTION
1" MIN
1"MIN
OUTSWING FIXED UNIT
VERTICAL CROSS SECTION
SILICONE AT SILL
1-1 314
NOTES:
�FOR:PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1X BUCK CONCRETEIMASONRY OPENINGS, SEE SHEET 4
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND
EDGE DISTANCE ARE ACHIEVED.
ITEM #8, (#9 X 21/2") TWO SCREWS TO BE INSTALLED IN TOP
HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
®AT SILL, PLACE ANCHOR IN SILL BAE6(yA!Wak FOR
MAXIMUM SUPPORT. .%%% r .. 16.
1' MIN. 1°MIN. 1' MIN.
1'MIN.
CONCRETE/
MASONRY
SEE NOTE #10
ON SHEET 1
1 1r4'
1" MIN.
1"MIN. .III
1
1 1/4•
1°MIN.
1
1°MIN.
BY OTHERS TYP.
l
\jl-NTERIOR
MIN.
EMB.
1•MIN.
v
MIN.
1°MIN.
MIN•
1. MIN.
5 INTERIOR
EXTERIOR
DGERIOR
'
EMB
C
EMBED
5
..
1174'MIN•
• d
5
3_CONCRETE!
.
5 3EMBED5
t--.
2
as
3
I
"��1MIN
CON
MASONRY
0 111
IN
d
BY THERS
1
EMBED
-I
114'
.1
BY OTHERS
TYPICAL
'7—
V MIN
I
I
1• MINi
Mom'
14
1/4'
1°MIN
SHIM
INTERIOR
. EXTERIOR
MAX
EXTERIOR .MAX.
OUTSWING OPERATING UNIT
OUTSWING FIXED UNIT
SHIM
SHIM
VITERIOR
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
SEE NOTE #10
ENDURA FOB4566A SILL
SILICONE AT SILL
SEE NOTE #10
OUTSWING OPERATING UNIT
ON SHEET 1
INTERIOR
ON SHEET 1
VERTICAL CROSS SECTION
INTERIOR
SEE NOTE #10
OPTIONAL 1X BUCK
ON SHEET JL
OUTSWINC OPERATING UNIT
OUTSWING FIXED
UNIT
1
114" MIN. VERTICAL CROSS SECTION
EMBED. HEAD JAMB
VERTICAL. CROSS SECTION
HEAD JAMB
1/4• MAX.
A
SHIM EXTERIOR
HINGE DETAIL:
3 1
TOP HINGE = 6 SCREWS (ITEM N), 2 SCREWS (ITEM,#6)
CONCRETElMASONRY
1" MIN
CENTER HINGE = 8 SCREWS (ITEM #8)
BY OTHERS
c
1'MIN. BOTTOM HINGE = 8SCREWS (1 #8)
'
INTERIOR O 4X
-
6
5
1' MIN.
1" MIN. 2X
1•MIN. -A
I
1•MINr�
,
k
PE�
L
SEE NOTE #10
FIXED UNIT ON SHEET 1
HORIZONTAL CROSS SECTION
/
`
OUTSWING SHOWN 2 6 2X
1°MIN.
ISEE
5 2 / \ / /
I' MIN.
ITON S� HEET
' 1 2 7 2X
I
va•MAX
SHIM
�
\ EXTERIOR
-
1 1/4" MIN.
EMBED
MIN. EMBED
OUTSWING
OPERATING UNIT
a
HORIZONTAL CROSS SECTION
1•MIN.
a
4.PRO
OPnONAL1XBUCK
1•MIN.
I
1"MIN.
1' MIN,
1°MIN.
ad
1
INTERIOR.
l" MIN.
a
d
1"MIN.
1"MIN.
v
SEE NOTE #10
1"
MIN.
SEE NOTE #10J
ON SHEET 1 5
1' MIN.
ON SHEET 1
1 1/4•MAX.
I
I
1•MIN.
``��\TN7111ITJJ''
5
III
11/4'MIN.
I
SHIM
1/4•MAX.
SHIM -�I
I
11/4"MIN.
,�
.•,•„• F �i
EMBED.
�� ..
O
OUTS WING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME
n -�
1/4"MAX,
'*
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
-
SHIM
•• * ' =
NOTES:
4
% •D T T 1Y C
CD,OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEIMASONRY
EMBEDMENT DISTANCE ARE ACHIEVED.
1 112^ MIN.
AND EDGE
BY OTHERS EMBEDc•iy
8
ITEM #6, (#9 X 2 lr2") TWO SCREWS TO BE INSTALLED IN TOP HINGE. AT JOB SITE, CLOSEST TO WEATHERSTRIP.
OPTIONAL MASONRY/CONCRETE INSTALL
98 D 8EA6�1�,, STE' X
CROSS SECTION OF HEAD JAMB OR SIDE JAMB
iARAOH;
3�AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.
DANI FL 33004
FBPE CERT. OF AUTH. NO.2957
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
HEAD JAMB W1 SURFACE BOLT
IN WOOD
ID
1" MIN. —1"MIN. —
1 1l2"MIN. 1°MIN,
EMB.
1/4" /
MAX.
SEE NOTE #10
ON SHEET 1
SURFACE BOLT (BY IVES)
Y4-2O SEX BOLT W/ Y4-2O
FEMALE END x 1.75" LONG
INTERIOR
SURFACE BOLT SPACER (BY IVES)
SURFACE BOLT (BY IVES)
Y4-20 SEX BOLT W/ Ya-20
FEMALE END x 1.75" LONG
SURFACE BOLT SPACER (BY IVES)
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
HEAD JAMB W/ SURFACE BOLT
IN CONCRETEIMASONRY
ED
1 1/4' 1' MIN. MIN.
MIN. 1"MIN.
Iv '{ �,1-
" MIN.
1/4"
cu�inn
CONCRETE/ SURFACE BOLT STRIKE
MASONRY SEE7]INTEI
NPLATE (BY IVES)
BY OTHERS O
TYPICAL
SURFACE BOLT STRIKE
PLATE (BY IVES)
SURFACE BOLT SPACER (BY IVES)
SURFACE BOLT (BY IVES)
Y4-20 SEX BOLT W/ Y4-20 EXTERIOR
FEMALE END x 1.75" LONG IDR
SURFACE BOLT (BY IVES)
Y4-20 SEX BOLT W/ Y4-20
FEMALE END x 1.75" LONG
SURFACE BOLT SPACER (BY IVES)
2 5
SURFACE BOLT STRIKE •SURFACE BOLTSTRIKE
PLATE (BY IVES) PLATE (BY IVES)
1 112" I'MIN.' I i 1' MIN.
MIN. EDGE DIST.
EMB. OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL W1 SURFACE BOLT
1N WOOD
NOTES:
DOPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND
EDGE DISTANCE ARE ACHIEVED.
[E>AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR
MAXIMUM SUPPORT.
1 114" 1" MIN.
MIN. 1" MIN.
EMB. EDGE DIST.
OUTSWING OPERATING UNIT `��1111111
VERTICAL CROSS SECTION
SILL W1 SURFACE BOLT
IN CONCRETE/MASONRY
3" T)
NOTE:
4 5 SHIM FOR SUPPORT AT OR NEAR
EACH ANCHOR IS REQUIRED
37 3/4 MAX.
O.A. FRAME d
6" TYP.
r
8 9/1 �j 1g
w
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LAB AB
a
107" MAX. O.A. FRAME
�+ -3" TYP. D D6 3" TYP - �{
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