HomeMy WebLinkAboutPRODUCT APPROVAL - EXTERIOR DOORSI
Florida Building Code Online
htt
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
ZELD-5aeDport
Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Jason Kantola
fbcl@jeld-wen.com
7/28/18, 10:53 AM
�. LU(Dcecc®aavity
at, Wey
oecoann y
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Exterior Door`
Swinging Exterior'boor Assemblies,,
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard Year
ASTM E330 2002
ASTM E331 2000
1 affirm that there are no changes in the new Florida Building
ilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsKhgANvDgZwm5oKkbBHWNr]kFC9styFTKeKJTjalZpnw%3d%3d Page 1 of 3
Code Online s 1 a 7/28/18, 10:53 AM
:Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 0Yes C)No C)N/A
Product Approval Method Method 1 Option A
Date Submitted 06/30/2017
Date Validated 06/30/2017
Date Pending FBC Approval
Date Approved 07/05/2017
Summary of Products
FL #
Model, Number or Name
Description
14111.1
Finishield/Gladiator
9'-2" x 6'-9", Glazed Steel Wood Edge Inswing Door with
Sidelite
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14111 R3 C CAC_ NI010117.01-R3.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/31/2020
Design Pressure: +35/-35
Installation Instructions
Other:
FL14111 R3_II_JW062010.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14111 R3,_AE_PER3313.pdf
Created by Independent Third Party: Yes
14111.2
Finishield/Gladiator
12'-5" x 6-10", Glazed Steel Wood Edge Inswing and
Outswing Doors
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14111 R3 C_CAC_11I011065.01-R1 NI011065-R2.pd
Quality Assurance Contract Expiration Date
Approved for use o e HVHZ: Yes
Impact Resists : No
04/30/2020
Design Pressu e: +35/-35
Installation Instructions
Other:
FL14111 R3 II 3W132012FL 9" f
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14111 R3_AE_PER3315.Ddf
Created by Independent Third Party: Yes
14111.3
Finishield/Gladiator
12'-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
FL14111 R3 C CAC NI011065.01-R1 NI011065-R2.pdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
04/30/2020
Design Pressure: +35/-35
Installation Instructions
Other:
FL14111_R3_II JW122012FL_RI.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14111_R3_AE_PER3316.pdf
Created by Independent Third Party: Yes
BaClt NeXt
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32392 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. � ri ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
https://floridabUilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwm5oKkbBHWNrlkFC9styFTKeKJTjalZpnw%3d%3d Page 2 of 3
DETAILS
25 GA. FULL LITE NON -IMPACT
UP TO 12'-0" X 6'-S"
OUTSWING/INSWING
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL
CODE (I.R.C,) AND THE CURRENT FLORIDA BUILDING CODES (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE
TO ASTM E283-04, E330-02, E331-00 AND AAMA 1304-02.
2100rdf D BUCKS BY OTHERS``AT7DLMUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK
MATERIAL MUST HAVE A SPECIFIC GRAVITYIDF 0.55 OR GREATER.
3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. 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
(PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN
WEBSITE: JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/
INSTALLATION -INSTRUCTIONS 149" MAX. FRAME
37 1/2" MAX. 74' MAX. FRAME
L5.FLORIDA APPROVED SHUTTERS FRAME TYP'D.L.O.
NEEDED WHEN IMPACT PROTECTION SHT. 42
EQUIRED.
6. FOR DESIGN PRESSURE RATINGS,
SEE TABLE 1, SHEET 1.
_
0 J
7. ALL FASTENERS IN WOOD SHALL
o ai _ ri
BE COUNTERSUNK 3/16" DEEP.
m O
EXAMPLE:
m w
z z
Q1
en z d 2
7 O
O—X W
0)
iQ
L
NON -IMPACT LITE
SEE SHT. #2—t
371/2" MAX. O.A.
LFRAMETYP.,
C7 �
mo LU
_ \
zog 61 /
y ¢ fo./
0 L / ACTIVE FIXED
FULL LITE FULL LITE
3-0 X 6-8 ELEVATION
SINGLE (X) & (0)
6-0 X 6-8 ELEVATION
DOUBLE(OX)
e \
0
\ j
IL
FIXED ACTIVE ' / ' INACTIVE FIXED
12-0 X 6-8 ELEVATION
DOUBLE DOOR W1 FULL 3-0 SIDELITES (OXXO)
IMAX. PANEL WIDTH = 35 314"1 6-8 TALL SYSTEMS: I
POSITIVE
COMPONENT LIST
ITEM
DESCRIPTION
MATERIAL
QTY.
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
1x 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
3/16' ITW TAPCON ANCHOR W/ 1 114' MIN. EMBEDMENT
STEEL
AS REQ.
6
#9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
2 OR 4
7
#8 X 2" PHILLIPS FLATHEAD WOOD SCREW
I STEEL
AS REQ.
8
#9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW
STEEL
22 OR 44
9
1" O.A. IG NON -IMPACT FRAME GLAZED BY ODL
Polypropylene
1 OR 4
10
KWIKSET LOCK SERIES 400
STEEL
1
11
KWIKSET DEADBOLT SERIES 660
STEEL
1
OVERHANG
LENGTH
* NOTE: 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
r-
OVERHANG SUCH THAT OVERHANG (OH) RATIO =
OH LENGTH _ OH HEIGHT IS z 1.0
W
x
OVERHANG
C7
RATIO
0
w
oa
MO
E75" MAX. FRAME 1121/2" MAX. FRAME I 1___74° MAX.
e e o
o
ACTIVE FIXED FU(ED / ACTIVE FIXED ACTIVE \
6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION
DOUBLE (XO) TRIPLE (OXO)
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document 398
Date: 2014.11.2413:55:55-05'00'
JI f DOUBLE (XX)
�. .0
7
tn
O O
z z
00¢(3 0
Qwzz Z
�OOj OO
f
3Zr Q
�O bra
_jp c" wZ
wO:1io V�¢
y J jL3 X LU
Z W Q O O
C7 @�
LL ZU N u5
o
W
L7
g
)ATE: 2/20/2012
NONE
G.LUBBECIE
S.SAFFELL
JW132012FL
mwr 1 w 7
MAX. 4 UNITS
EXAMPLE: OXXO, OXO, OX
6- #8 X 2"
=FFFI`SCREW AT
EACH MULLION TYP.
✓E
Y DAP ALEX PLUS SILICONE
DETAIL A2
(6) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
ODL LIP-LITE NON -IMPACT
3-0 X 6-8 SHOWN
M .y
AN
pK
O co Ln
2 m
O 9 LL
a E a
c
4 a LA
M
INTERIOR 1/8' TEMPERED
9 SIDE GLASS
TLLI
U'
2
i 1 314" 1' MAX
0 p a
1 7
¢oZZ
p
p
3/4" AIRSPACE
O z
c�
3/8" MIN. GLASS
�? �' o
z
1 3/8' BITE
j 0 ao
N C a X
R
DETAIL B2
Z w 6'
LL
Y o
ODL NON -IMPACT GLAZING DETAIL
"
O% ry 0
MAX. D.L.O: 2 63"
F. O r�i
• �.p i'
Doh: 2/20/2012
' O
—NONE
7
G.WBBECKE
9 j Z
ooL Ff. s.sAFFELL
�� • 1�•�E�
oaiwDc w.:
398 B'�' gf(VD�1338
JW132012FL
DAji
— 2 - 7
FRPF CFA [a0. 29578
1"MIN.
1" MIN.
4 1
1" M
1"MIN.
4
---1
Q
2
2
1 1/2" MIN.
1 1/2° N.
EMB.
E
1 /4"
_r
1 /4"
MAX.
1/8"
MAX.
SHIM
SHIM
ILETE—RIOR
SEE NOTE #7 INTERIOR
EXTERIO
SEE NOTE #7
EXTERIOR
ON SHEET
1
ON SHEET 1
OUTSWING OPERATING UNIT
OUTSWING FIXED UNIT
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
HEAD JAMB
HEAD JAMB
INTERIOR EXTERIOR
1 1/2" MIN.
EMBED.
1" MIN
1" MIN
OUTSWING OPERATING UNITVERTICAL
tEMBED.
CROSS SECTION
ENDURA FOB4566A SILL
N
SEE NOTE #7
ON SHEET 1
EXTERIOR
1
1" MIN
1" MIN
4 1
�
2
irz• MI
1W MAX•
OUTSWING FIXED UNIT
EMBED.
SHIM
SEE NOTE #7
HINGE DETAIL:
VERTICAL CROSS SECTION
SILICONE AT SILL
//�
ON SHEET 1
TOP = 6 SCREWS (ITEM 98),2 SCREWS (ITEM #6)
1 4 4
1" MIN
CENTER = 8 SCREWS (ITEM #8)
INTERIOR
EXTERIOR
o
\
BOTTOM = 8 SCREWS (ITEM #8)
o
o
j
/
INTERIOR
`
�O 8
L_
Q
Is
m 1 N
0 co o
_�
6 s
2
��c'm
1'MIN.
%
1 MIN.
o
8
2X
EMBED.
..
L
/
4X
/
H11MIN
k
►
E
en r, o
EXTERIOR
1° MIN
FIXED UNIT
HORIZONTAL CROSS SECTION
OUTSWING OPERATING UNIT
OUTSWING SHOWN
/
VERTICAL CROSS SECTION
OPTIONAL AFCO A-117 SILL
CC
wbi
fn
7 2 1
1 2
EXTERIOR
NOTES:
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
0 O m Z
Q —
z
2�1" MIN.
�.
INTERIOR
\
1" MIN.
\�
SEE NOTE #7�
T
I
4 1
ON SHEET 1
1/4" MAX.
SHIM
1 1/2" MIN.
EMBED.
OUTSWING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION
O
1/4° MAX. I
SHIM 111
4 1' MIN. a
1
1" MIN.
1 1/2°MIN.
EMBED.
1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4
[DOPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND
EDGE DISTANCE ARE ACHIEVED.
ITEM #6, (#9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP
HINGE ATJOB SITE, CLOSEST TO WEATHERSTRIP.
®AT SILL PLACE ANCHOR IN SILL BASE MATERIAL FOR
MAXIMUM SUPPORT.
, ��ES F. 0-6i11
�``�(`� •' ;gyp �i+
7 ' O
1t� ;^*
S13
- O O sy3:
Z O
0 O � �?
=oax
w o
H F-
LL ti
`� FO
?
O
'8
z
..
°WC
Z
c
DATE: 2/20/2012
wAm NONE
—w-. G.LUBBECKE
a -By-. S.SAFFELL
9L3(j
`
OUTSWING HINGE JAMBATFRAME
39B
HORIZONTAL CROSS SECTION
DA
JW132012FL
— 3 of
7
FRPE CIE ldR[A0. 29578
CONCRETE) 1' MIN. 1' MIN.
SEE NOTE #7 -
1'MIN. 1"MIN. 1°.MIN. 1•.M1N.. - ---- - -
_-_- _- MASONRX — � �FSH�'� _ _- - - - - -
BY OTHERS TYP. 1
1' MIN. 1 MIN. INTERIOR MIN. 1' MIN.
1 1/4'
MIN. 1' MIN. 1 1 1/4' 1 MIN. EMS.
MIN. 5 INTERIOR EXTERIOR EXTERIOR
EMBED % �x - Jr
EMBED • • _ . 5 1 114' MIN. • '
e
• EMBED 5 3 �� ��� - 5 3
T 2 T 2 CONCRET 3
CONCRETE/ I r" �.•._ • ••� . - �tl'- �.,., MASONRY
MASONRY L 1 • ' •. � 1EM MIN.
I . `• < BY OTHERS
ED
BY OTHERS II • . • I I +_ 1/4•
TYPICAL 1/4' �/ %%/%% %%% % % %%% %% --I.1• MIN ' • 1' MIN 1' MIN . • 1' MIN ^'I INTERIOR
1/4'� SHIM EXTERIOR
MAX EXTERIOR MAX OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
SHIM SHIM EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION
SEE NOTE #7 ENDURA FOB4566A SILL SILICONE AT SILL SEE NOTE #7 OUTSWING OPERATING UNIT
INTERIOR ON SHEET 1 INTERIOR ON SHEET 1 VERTICAL CROSS SECTION
SEE NOTE #7 OPTIONAL 1X BUCK
ON SHEET 1 OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
1 1/4' MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION
EMBED. HEAD JAMB HEAD JAMB
°
1/4' INTERIOR EXTERIOR
MAX.
SHIM EXTERIOR 1 1/4' MIN.
HINGE DETAIL: 5 3
EMBED 3
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #8)
1' MIN ;. ':' \ CENTER = 8 SCREWS (ITEM #8) CONCRFTFBY OTHERS
•. y. �. �� : • BY OTHERS
1"MIN. BOTTOM = 8 SCREWS (ITEM #8)7-A
•'
O • +
'.. ' 7 INTERIOR x II .I
i 8 ~ 1' MIN . 1' MIN -'i \ 0 m rn `•' N
1- MIN y( OUTSWING OPERATING UNIT 1"MIN. • ! O 6
1"MIN..... �� \ I VERTICAL CROSS SECTION 1' MIN 1 P• . • •• S m
OPTIONAL AFCO A-117 SILL
L o SEE NOTE #7 �,
FIXED UNIT ON SHEET 1 I A ui
HORIZONTAL CROSS SECTION
OUTSWING SHOWN'MIN.
`\ `SEE ITEM #7
5 2 \� / V MIN. I I ON SHEET 1
/ I I 1/4' MAX p
/ 1z %JJ( rrr"'111111"'��� SHIM V. C
< w
Q EXTERIOR 1 V4' MIN. MIN. 1 1/4' EMBED N
EMBED OUTSWING OPERATING UNIT < z
/. HORIZONTAL CROSS SECTION o o a
I'MIN. •_% o OPTIONAL 1X BUCK < WO f z �.
V MIN. •_ 5 2 EXTERIOR Z
�0� =0
1"MIN. �. •.. •• \• .! ; MIN. 1' MIN. V' - 3 z O
INTERIOR % 1' MIN. id OJ p = m 8 z
1' MIN. ��\ SEE NOTE #7J % 1' MIN. V. '.. d SEE NOTE #7 Z lD
MIN. T-ON SHEET 1 Ln
1' MIN. °' �. ON SHEET 1 LL
a 1/4' MAX.
SHIM •' > 1• IN. c \�� INTERIOR a
5 � o
�� JJ tt 1/4' MAX I 1 1/4' MIN. 1' MIN. \�\ `,���,' 6
1 M MIN. SHIM '�i EMBED. •° C� �Q
EMBED. ' .a ' , ' • ,��� lv�; . �.A �ei, mm- 2/20/2012
OUTS WING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME L 1/4' MAX : O
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ° �` SHIM _ °• 7 _ NONE
NOTES: w: G.WBBECKE
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 1/2' MIN.
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BY OTHERS EMBED B E[IC Z-7 aK ac S.SAFFELL
OPTIONAL MASONRl7CONCRETE INSTALL i% afi1 k -
[E>ITEM #6, (#9 X 2 1/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. CROSS SECTION OF HEAD JAMB OR SIDE JAMB 398#CFT, �'Ii338 JW132012FL
3�AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. DAK44 �FI� 4
FBPE CER !09rA11TF1� O. 29578 — 4 - 7
1" MIN.
1'MIN
Q
4 1
1" MIN.
-- 1" MIN.
4
2
2
1 1/2' MIN.
1 1/2" MIN.
EIMB.
EMB.
1/14"
MAX.
�_
1/4"
SHIM
1/8'
MAX.
SHIM
SEE NOTE #7
EXTERIOR
INTERIOR
SEE NOTE #7 EXTERIOR
INTERIOR
ON SHEET 1
ON SHEET 1
INSWING OPERATING
UNIT
INSWING FIXED UNIT
VERTICAL CROSS
SECTION
VERTICAL CROSS SECTION
HEAD JAMB
HEAD JAMB
2
, 4 1
1 1/2"MIN.
gEp,
1/4' MAX.
SHIM
SEE NOTE #7
HINGE DETAIL:
ON SHEET 1
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
CENTER = 8 SCREWS (ITEM #8)
1
BOTTOM = 8 SCREWS (ITEMM 98)
EXTERIOR
�O\ \/\ 6
1 IN.
8
4X /
LINTERIOR
FIXED UNIT
lam
HORIZONTAL CROSS SECTION
INSWING SHOWN
X
1_
1 1/2" MIN.
EMBED.
EXTERIOR I _ _ I INTERIOR
1' MIN
1" MIN
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
ENDURA HFI4565 SILL EXTERIOR
1 4 4
1 1/2" MIN.
EMBED.
EXTERIOR I _ _ I INTERIOR
LV
1 1/2" MIN.
EMBED.
II
1" MIN
1" MIN �--•
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
INTERIOR
ENDURA ZAIL4565
�-- 1" MIN
1" MIN
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
AFCO A-276 SILL
n EXTERIOR
2X
1 1/2" MIN.
INTERIOR Q
EMBED.
j
f 1" MIN -"�{
IFF— 1" MIN
2 l" MIN.
�,
�
EXTERIOR
4 1' MIN.Q2 INSWING FIXED UNIT
VERTICAL CROSS SECTION
NOTES: ENDURA ZAIL4565 WITWITHZ�0 SEAT
E FOR PLACEMENT OF ITW TAPCON ANCHORS IN
l" MIN.
T
I
1 1/2° MIN.
EMBED.
1
\� ��/�
SEE NOTE #7
4 1 ON SHEET 1 I
1/4' MAX. 1/4" MAX. I
SHIM SHIM��II
2X BUCK OR 1X BUCK CONCRETE/MASONRY
OPENINGS, SEE SHEET 6
1"MIN. `�\ _S F. .
OPTIONALLY, ANCHOR CAN BE PLACED IN `�� �Q-•
NARROW SECTION OF HEAD OR JAMB AS �' ••
LONG AS MINIMUM EMBEDMENT AND EDGE
DISTANCE ARE ACHIEVED. _`•,k,
1 1/2"MIN. 3_ ITEM #6, (#9 X 2112") TWO SCREWS TO BE 7e��9
EMBED. INSTALLED IN TOP HINGE AT JOB SITE, S "�
CLOSEST TO WEATHERSTRIP. 398 $E#EYf
"�AISA
INSWING LATCH
JAMB
AT FRAME INS WING HINGE JAMB
SECTION HORIZONTAL CROSS
AT FRAME D144
SECTION 4 AT SILL, PLACE ANCHOR IN SILL
�...�... ��.... �.... .......... ... .........� CCDC!•CD //1Q "SIR
HORIZONTAL
CROSS
7
�I�
r
M
O
lo
O
m O+ N N
•
10 coon
0
IpG
'nn E c x
"s
o m
Msa"
INTERIOR
N
z
z
O
�i
K0¢�
m
'¢
2
PW�z
o
a0Z
cg7 �: n
o
$
'a
03
�O ao
W O�Pp
aZ
=oRX
V% J
LL�� iV
N N
O
�
Z
on1E: 2/20/2012
:O
NONE
*
owe er: G.WBBECKE
E. Z
an e+: S.SAFFELL
ortnwwc ra.:
�r�,
"Cs'e
JW132012FL
0. 29578
— 5 - 7
BY OTHERS .- _1=MIN. -1=MIN.
_t'-MIN, _MIN - _-
1' MI 1' MIN.
1 1/4' n 1 1/4'
MIN. 1' MIN. MIN. 1'MIN.
EMBED EMBED
5
2 � .
1/4• MAX.
MAX. INTERIOR SHIM
SHIM EXTERIOR SEE NOTE #7 EXTERIOR
INTERIOR
ON SHEET 1
SEE NOTE#7 INSWING OP RATING UNIT INSWING FIXED UNIT
ON SHEET 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEAD JAMB HEAD JAMB
5 3 EXTERIOR I a 111 INTERIOR 5 3 EXTERIOR INTE
11/4'MIN. 11/4•MIN.
EMBED / �/ jj EMBED
1'MIN• 1' MIN
INSWING OPERATING UNIT INSWING OPERATING UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
ENDURA HF14565 SILL AFCO A-276 SILL
1' MIN.
1'MIN.
1/4
=
MIN.
1' MIN.
1
EMS.
• ..
5
CONC
3
MASONRY
BY OTHERS
1/4'
M '
SHIM
INTERIOR
EXTERIOR
SEE NOTE #7
ON SHEET 1 INSWING OPERATING UNIT
VERTICAL CROSS SECTION
OPTIONAL 1X BUCK
1 1/4' MIN. EXTERIOR
2
INTERIOR 3 EXTERIOR
5
INTERIOR
EMBED.
5 3
1/4' MAK 1114.MIN.
1 1/4' MIN.
SHIM INTERIOR EMBED
EMBED
1' MIN
�. •'
\\
HINGE DETAIL:
' •'. •'
••�
•'
\.
1'
MIN. TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
•= : '
E
•
:. ; •= : .'
' . •
i
\,
CENTER = 8 SCREWS (ITEM #8)
V MIN
BOTTOM = 8 SCREWS (ITEM #8)
II
1' MIN I� 1' MIN
1' MIN
M
o
v
EXTERIOR
INSWING OPERATING UNIT INSWING FIXED UNIT
c
8
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
8
a
•
W c
1• MIN..:'
\\\ 1' MIN'
2X
\
ENDURA ZAIL4565 ENDURA ZAIL4565 WITH Z-60 SEAT
X
m
a
3 1
LL
L.'. '' •
SEE OTE#7
ON SHEET 1
`
CONCRETEIMASONRY
BY OTHERS
p
p
N
FIXED UNIT
CROSS SECTION
/
INTERIOR
^ a)HORIZONTAL
M . r
5 INSWING SHOWN
/
2 6
\
z
1'
MIN.
5
•
�\
z
O
1' MINA
! •
\\
EXTERIOR
Z
INTEROR
1 114' IN.
1' MIN.
\\\
o o g
"
rc l-ii
N
•
1' MIN.
1-SEE ITEM #7
a O
z0
U
1
IN... !
\-
/%
•!a
MIN.
EMBED
1' MIIN.
I ON SHEET 1
1/4' MAX.
6 O
CD � W
Z
= O
EXTEROR
�1'
1
It
5. 2 1
FITFRIMi
••
.--I
-1
1�
I� SHIM
cd F
O
•\\ ii
-
B
JO700
Z0
1' MIN.
1' MIN.
V•
• •
1114'
MIN. EMBED INSWING OPERATING UNIT
\
=
Z
vvv����
az
x
SEE NOTE #7� %
1'
IN.
1' MIN.
\,
HORIZONTAL CROSS SECTION
{W
W �.
o�" Z
s C .+
1'MIN.
ONSHEETI 5
1
I
V
\
\,
SEE NOTE #7
OPTIONAL IX BUCK
u.1...��
N
w
OF
.
1/4' MAX
1/4' MAX 5 SHIM
-
\
\.
ON SHEET 1
y� Z
d z
1EMBED.
-�1
SHIM ^'1
1 1/4' MIN.
EMBED.
-
\\\\ INTERIOR
,%\ /7j
� o
1'MIN. a
INSWING HINGE JAMB AT FRAME INS WING LATCH JAMB AT FRAME
1' MIN. `�
\ \
\�
`(`e :����
ogre: 2/20/2012
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
' C)
�.'
7
—NONE
NOTES:
1/4' MAx
SHIM
G.LUBBECKE
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
-
4
EFj EMI
cm er: S.SAFFELL
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETFJMASONRY
1EMBED
�.q
BY OTHERS
ITEM#&, (#9 X 21/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL
398 �Ef1CFT
oeaww�ao•:
JW 132012FL
>AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT.
CROSS SECTION OF HEAD JAMB OR SIDE JAMB
DAIGI/j A �9Bb4
FBPE CER lAIITF#� 0. 29578
— 6 OF 7
l_
z C9
Z
7 Z
�w
L LL
22
- g
�m
000
�3" P.
NOTE:
SHIM FOR SUPPORT AT OR NEAR
173" TYP. C7
a.
MAX. O.A. FRAME
�0
3 z
3" TYP.�{
;n
C7
I
co
Onz
O a
——
�L
mw
'
f
19
12-0 X 6-8 OUTSWING/INSWING
(46) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)
121/2" MAX FRAME IL �
`v
1
—IMF
�
i
�Ir
to
x
_to
zz
M z
Oc
ww
U.LL
m "-
oco
ro
�I
I
I l
AL7 f
PANEL CENTlR
4 JS
X 0
1 V Lo
I
74" MAX. O.A.
C7I I 'C7
I I I
37 1/2" MAX.,, a a
6-0 X 6-8 OUTSWING/INSWING 3-0 X 6-8 OUTSWINI
(30) ANCHOR LOCATIONS (18) ANCHOR LO(
(FROM EDGE OF FRAME) (FROM EDGE OF
75"TY MAX FRAME
a
�3" TYP. 3��
- Li
6-0 X 6-8 OUTSWING/INSWING
9-0 X 6 8 OUTSWING/INSWING (26) ANCHOR LOCATIONS
FROM EDGE OF FRAM ,�
(34) ANCHOR LOCATIONS. -
(FROM EDGE OF FRAME) `.��ES F. O,
2- #8 X 3" PFH
SCREW 7
0 1- BOTTOM ASTRAGAL r
* .
STRIKE PLUG !",7
1- TOP ASTRAGAL 1- BOTTOM SHOOT �%'QR
STRIKE PLATE 398E 1nAwl,
DETAIL C7-C7 DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 DAt
OUTSWING OR INSWING OUTSWING ONLY INSWING ONLY Fii13 f`F 41R,.��SLi'
f
• TYP. 0
3• TYP.—I o
.TYP
A
0
0 X
M'It
11
:ATIONS
FRAME)
ti
mOff^ M go
t, N
00mm EX - Cc
m N
u N
m E
2 a
11 4 C5) z �
DETAIL A7 m G � 0
6) CHOR LOCATIONS AT MULL o cog w Z o
6' TYP. z U
s• TYP. g o i �d
5 3' TYP. C9 ,2 � O z
3"TY .� 1 -j0 c
Luo=1 n
I k LL Lu
U)
I(^III N p Z
x It X g
wh 2/20/2012
I
wua NONE
4 5 mm G.LUBBECKE
DETAIL B7 O1K8i S.SAFFELL
(10) ANCHOR LOCATIONS °""VMG `
AT ASTRAGAL JW132012FL
sir 7 of 7