HomeMy WebLinkAboutProduct Evaluation Report398 East Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
IQ Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
24 Ga. Opaque Door & Glazed Sidelites
Up to 12'-0" x 6'-8"
Outswing/Inswing
for
Florida Product Approval
Report No. 3321
Current Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
I — A (Certification)
Exterior Doors
Swinging Exterior Door Assemblies
Contours Steel Door, Wood Edge
24 Ga. Opaque Door & Glazed Sidelites
Up to 12'-0"x V-8" OutswinglInswing
Steel/Wood
149"X 81.875" (Maximum)
Prepared For:
.l l LD-W EN, ins°.
3737 .l.,akeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Merles F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 11 /11/2014
DES F' O•Q ���
.• �'\ . O i
7
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O� •. C p DP: �� �:
Contents:�S/0N,
Evaluation Report Pages 1— 4
Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E.
Reason: I am approving this document Florida No. 73778
Date: 2015.01.07 15:14:34-05'00'
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
JELD-WEN, Inc.
Exterior Doors
Swinging Exterior Door Assemblies
State Product Approval Method (1)(a)
Date: 11/11/2014
Report No: 3321
Product Name: Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites
Up to 12'-0" x 6'-8" Outswing/Inswing
149" X 81.875" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. 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.
Limits of Use:
Hermes F. 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 JW032012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778)
for specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including 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 wal) 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.
4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building
Code.
5. Site conditions that deviate from the details of drawing JW032012FL require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions JW032012FL for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
014
A Perfect Solution in Every DropDate: /2 1 1
Report Noo:: 3321
Certificate of Authorization: 29578
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:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National. Certified Testing Laboratory, Inc.
(FBC Organization # TST1589)
Report #: NCTL-210-3801-2, Report Date: 02/04/2012
Report #: NCTL-110-11987-1, Report Date: 04/06/2009
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization #: QUA1789)
3. Material Certification
Miami -Dade RER Product Control Section NOA
Eastman Chemical Company Saflex Clear and Color Glass Interlayer
4. Material Certification
Miami -Dade RER Product Control Section NOA
ODL Series "HP Polypropylene" White Material Component Approval
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
014
A Perfect Solution in Every DropDate: /21 1
Report Noo:: 3321
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 (JW032012FL) for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
XX, XXO, OXXO
X, OXO
Positive
60 PSF*
Positive
65 PSF*
Outswing
Negative
60 PSF
Negative
65 PSF
Positive
60 PSF*
Positive
65 PSF*
Inswing
Negative
60 PSF
Negative
65 PSF
*Product has not been rated for water intutration. it aumority naving Junsuicuun
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.
a
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
]ELD-WEN DOOR
INSTALLATION DETAILS
CONTOURS STEEL DOOR, WOOD EDGE
24 GA. OPAQUE DOOR & GLAZED SIDELITES
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). PRODUCT HAS BEEN TESTED TO TAS 201-94. TAS 202-94 AND
TAB 203-94. PRODUCT ALSO MEETS "HIGH VELOCITY HURRICANE ZONE" (HVHZ) REQUIREMENTS. '
2. 1X AND 2X WOOD BUCKS BY OTHERS, 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 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 IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN
DOCUMENT #JII106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE:
JELD-WEN. COM/PRODUCT-SUPPORT/DOCUMENTS/I NSTALLATION-INSTRUCTIONS
�FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT
GLASS SIDELITES.
6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 37 112" MAX.
SHEET 1. FRAME TYP.
7. ALL FASTENERS IN WOOD SHALL
BE COUNTERSUNK 3/16" DEEP.
3116'—
F
EXAMPLE:
S
C7
_
8. CORE DESIGN: EXPA
i
DED POLYSTYRENE WITH
1.0 TO 1.25 LBS DENSITY, BY JELD-WEN INC.
z <
Z LL
N
9. FACE SHEETS: 24 GA (0.021" MIN) THICKNESS.
m Q
GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD
' z_ O
STRENGTH FY(AVE)=40300 PSI.
O X
IMPACT LITE NON -IMPACT LITE
SEE SHT. #2 SEE SHT. #2
37 1/2" MAX. O.A.
FRAME TYP.Ei
zb§
Z_ LL 101 TYP I ;
0z
ACTIVE
i -- FIXED
OPAQUE FULL LITE
3-0 X 6-8 ELEVATION
SINGLE (X) & (0)
49" MAX. FRAME
"MAX. FRAME
I I FIXED III fixtu
12-0 X 6-8 ELEVATION
DOUBLE DOOR W1 FULL 3-0 SIDELITES (OXXO)
HVHZ APPROVED SYSTEMS: 0, X. 00. XO or OX. OXO, 000, OXX or XXO, OXXO, 000 W! BOXED SIDELITES
SIZE
QUALIFIES: OPAQUE ACTIVE PANELS AND IMPACT/NON-IMPACT GLASS SIDELITES 5
MAX. PANEL WIDTH = 3T
M TALL SYSTEMS:
(XX) (XXO) (OXXO)
(X) (OXO)
OUTSWING
POSITIVE
+60
+65
NEGATIVE
_ 0
-65
INSWING
POSITIVE
+60
+65
NEGATNE
_60
-65
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
1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
WOOD
AS REQ.
4
#10 WOOD INSTALLATION SCREW W11 1/2" MIN. EMBEDMENT
STEEL
AS REQ.
5
3/16" ITW TAPCON ANCHOR W/ 1 114" MIN. EMBEDMENT
STEEL
AS REQ.
6
#10 X 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
3 OR 6
7
1 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
AS REQ.
8
#9 X 1" PHILLIPS FLATHEAD WOOD SCREW
STEEL
21 OR 28
9
1" OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL
ALUMINUM
1
10
KWIKSET LOCK SERIES 400
STEEL
1
11
KWIKSET DEADBOLT SERIES 780
STEEL
1
12
1" OVERALL PLASTIC FRAME NON -IMPACT GLAZING IG BY Col.
PVC
1
13
#8 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
AS REQ.
OVERHANG
r-_I�I LENGTH
I I
_jNOTE:
q
6
* PRODUCT HAS NOT BEEN RATED FOR
o,
>_
WATER INFILTRATION. IF AUTHORITY HAVING
JURISDICTION REQUIRES THAT PRODUCT MEETS
o p N
THIS REQUIREMENT. PRODUCT SHALL BE USED
s
WHEN INSTALLED AT LOCATION PROTECTED BY _
OVERHANG SUCH THAT OVERHANG (OH) RATIO = c�
G
5
OH LENGTH _ OH HEIGHT IS ? 1.0 I
t
M E o
OVERHANG
3
M Y a LL
RATIO S=
w
= w
w
w�LO
0 O
w w �
z
75" MAX. FRAME --I 1-75" MAX. FRAME—�-I f�--112 1!2" MAX. FRAME—�i f�---'74" MAX. FRAME 0 z
I I0
6-0 X 6-8 ELEVATION
DOUBLE (OX)
9-0 X 6-8 ELEVATION
TRIPLE (OXO)
Digitally signed by Hermes F. Norero, P.E. ';F
Reason: I am approving this document 3981
Date: 2015.01.07 15:24:33-05'00' D
FBPE
DOUBLE (XX)
w Z O
0 U) o 2!
Oas= ao
O M O > rri
w O m w Z
Fpir; �¢
(A w X H
MC3 Z
Z) < m
0 0 p w
Z H �
O CL o
U (DkD
TE: 1/20/2012
.4E: NONE
G.LUBBECKE
S.SAFFELL
MJW032012FL
29578 SHEET 1 of 7
MAX. 4 UNITS
EXAMPLE: OXXO, OXO, OX
APPLY DAP ALEX PLUS SILICONE
6- #8 X 2" OR EQUIV. BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP.
—20114" MAX. D.L.O.
B2 132
FIXED ACTIVE
0
ci_j
ti (L
ODL IMPACT (ALLEN) FULL LITE
ODL LIP-LITE NON -IMPACT
3-0 X 6-8 SHOWN
3-0 X 6-8 SHOWN
"'"MIN
ODL REOISEAL GLASS B,_�E -
1 7/8"
•
INTERIOR 1/8 -TEMPERE
FOAM GASKET INTERIOR
SIDE GLASS
118" TEMPERED SIDE
GLASS
1"MAX. 1 3/4"
1314" 1 MAX.
0.509" AIR SPACE
314" AIRSPACE
(2) 118- ANNEALED
J
GLASS
112"MIN. GLASS
GLASS ODL REDISEAL
BITE
FOAM GASKET
1 3/8
CU-D SPACER
0.090 PVB DETAIL B2
DETAIL C2
INTERLAYER
ODL IMPACT GLAZING DETAIL ODL
NON -IMPACT GLAZING DETAIL
BY SOLUTIA
MAX. D.L.O: 20 1/2" X 62 1/2"
MAX. D.L.O:_?,J': K_63"
T
DETAIL A2
(12) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
1" MIN.
- 1" MIN. -
4 1
2 1" MIN.
----{-
- 1" MIN. -
4
2
I
2
1 1/2" MIN.
1 112" MIN.
EMB.
EMB.
`
1
}
1
114"
}
114"
MAX.
118"
MAX.
SHIM
SHIM
EXTERIOR
SEE NOTE #7 INTERIOR
EXTERIOR
SEE NOTE #7
INTERIOR
ON SHEET 1
ON SHEET 1
OUTSWING OPERATING UNIT
OUTSWING STATIONARY UNIT
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
HEAD JAMB
HEAD JAMB
1 112" MIN. 1/4" MAX.
EMBED. SHIM SEE NOTE #7
j� ON SHEET 1
1"MIN
/ INTERIOR
1" MIN.
/ EXTERIOR
STATIONARY UNIT
HORIZONTAL CROSS SECTION
OUTSWING SHOWN
1
FL>1" MIN.
INTERIOR
t" MIN.\�
SEE NOTE #7
} 4 1 ON SHEET 1
1/4" MAX.
SHIM
1 112" MIN.
EMBED.
OUTSWING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION
INTERIOR EXTERIOR
1 1/2" MIN.
EMBED.
1" MIN.
i t
1
1" MIN.
1/4" MAX. I }
SHIM -
1 1/2" MIN.
EMBED.
OUTS WING HINGE JAMB AT FRAME
HORIZONTAL CROSS SECTION
1" MIN
I- MIN
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL
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 IS
ACHIEVED.
ITEM 96, (#10 X 2") ONE SCREW TO BE INSTALLED IN EACH
HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
4 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR
MAXIMUM SUPPORT.
1' M111N.
1 114.
MIN. F
MIN.[—
EMBED
MASONRY !
BY OTHERS f
114'
MAX.
SHIM
SEE NOTE #7
ON SHEET 1
EXTERIOR
1' MIN. 1' MIN.
CONCRETE!
1" MIN. 1' MIN.
MASONRY
1 114"
1
1 —�
1' MIN. --
BY OTHERS TYP.
MIN.
1' MIN.
1' MIN
INTERIOR
EXTERIOR EMS.
,
5
5
..
11/4'MIN.
5
3
' •
EMBED
T
CONCRETE/
MASONRY
—
I
BY OTHERS
MIN.
.1
..'..
•. •'
1/4'
EMBED _
II
1' MIN
1' MIN
MAX.
SHIM
MAX,
OUTSWING OPERATING UNIT
SHIM
EXTERIOR VERTICAL CROSS SECTION
SEE
NOTE #7
INTERIOR
SILL
ON
OUTSWING OPERATING UNIT
SHEET 1 VERTICAL CROSS SECTION
SEE NOTE 97
ON SHEET 1
SEE NOTE #7
OPTIONAL 1" BUCK
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
HEAD JAMB
ON SHEET 1 INTERIOR
EXTERIOR
CONCRETE/
OUTSWING STATIONARY UNIT
\ \
MASONRY
BY THERS
O
3 1
VERTICAL CROSS SECTION
HEAD JAMB
1 1/4' MIN.
EMBED
8 4X
..
1' MIN.
\
I
1' MIN
1' MIN
1' MIN..<
Y—
OUTSWING STATIONARY UNIT
I
VERTICAL CROSS SECTION
I
.
\�
`\
�
01
BOXED SIDELITE SILL
1" MIN•
��\
`—SEE ITEM #7
'
1"MIN.
I I
ON SHEET 1
/
I I 114' MAX
SHIM
^�
MIN. EMBED
` L J
OUTSWINGOPERATING UNIT
HORIZONTAL
CROSS SECTION
EXTERIOR /r
�
1 114" MIN.
I
OPTIONAL 1" BUCK
t EMBED
N.
1' MIN. ` °•
1' MIN.
1' MIN. �iP"
OTE #7J %1'MIN. I1'MIN. SHEET 1 5 1'MIN.
.— 1°MIN.SHIM ------111 . I 1 1!4' MIN. 1' MIN.
1 114' MIN. - — SHIM —'1 EMBED. \\�
EMBED.
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME I�> I_ 114' MAX.
NOTES:
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4
d SHIM
OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE!MASONRY 1 1+2" MIN.
EMBEDMENT IS ACHIEVED. I OTHERS EMBED
ITEM #6. (#10 X 2") ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRYICONCRETE INSTALL
CROSS SECTION OF HEAD JAMB OR SIDE JAMB
�T SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. -
SEE NOTE #7
ON SHEET 1
1" MIN.
I^ 1" MIN.
4 1
2 1" MIN.
I^ 1" MIN. 4
�7 J
2
+
2
1 a 4I
1 1/2' MIN.
1 1/2" MIN
EMS.
-
EMS.
`
y
1
1
1 MIN.
1/4"
`'
1!4"
EMBED.
MAX.
1/8"
MAX.
SHIM
SHIM
SEE NOTE #7
EXTERIOR
INTERIOR
SEE NOTE #7 EXTERIOR
INTERIOR
ON SHEET 1
ON SHEET 1
INSWING OPERATING UNIT
INSWING STATIONARY UNIT
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
HEADJAMB
HEAD JAMB
1 12' MIN. IW MAX.
EMBED. SHIM SEE NOTE #7
ON SHEET 1
i" M IN
%/. EXTERIOR
1' MIN. L/i
INTERIOR
STA710NARY UNIT
HORIZONTAL CROSS SECTION
INSWING SHOWN
O
8
HINGE DETAIL�
1
1
INTERIOR
,
2�1" MIN.
�.
EXTERIOR
1
1
1" MIN.
X\�
SEE NOTE #7
4 1 ON SHEET 1
1/4" MAX.
SHIM
1 1/2" MIN.
EMBED.
INS WING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION
SEE NOTE 47
ON SHEET 1
EXTERIOR
EXTERIORRINTERIOR 1 4
1" MIN
1" MIN
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL -
w I 1"MIN.
X,
// 4 1
77 1" M` IN.
1/4" MAX. f
SHIM'Ll 1 1/2" MIN.
EMBED.
INSWING HINGE JAMB AT FRAME
HORIZONTAL CROSS SECTION
i
1 1/2" MIN.
EMBED.
/ t----11" MIN
INSWING STATIONARY UNIT
VERTICAL CROSS SECTION
BOXED SIDELITE SILL
NOTES:
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1X BUCK CONCRETE/MASONRY OPENINGS. SEE SHEET 6
M
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
O
O
m M N
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS
v r w o
O O CO
ACHIEVED.
a ,gym
ITEM #6, (#10 X 2') ONE SCREW TO 8E INSTALLED IN EACH
O
LL
HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
O
£
4 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR
z
3
M 2 t m
'^'I Se a
MAXIMUM SUPPORT.
w 1.-0
0-3Z
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(I ��
i
CONCRETE/ 1' MIN. I"
MIIN. —I
1' MIN. I"MIN. 1' MIN. 1' MIN. MASONRY 1 114" ` 1
1' MIN. 1' MIN. BY OTHERS TYP. MIN. 1" MIN.
11/4" a1 ' EXTERIOR INTERIOR EMB.
h11N. 1' MIN. 1MIN. 5 5 3
EMBED �: 5
5 I 1 114° MIN.
• EMBED _
2 2 CONCRETE! 3
••< MASONRY
CONCRETE/ •' M N ' . - ,4 - BY OTHERS
MASONRY,
BYO HERS— \:J EMBED
a �a 714•
/ .
INTERIORr MAX.
/////1'MIN 1'MIN SHIM
i/�
114' MAX. INSWING OPERATING UNIT
MAX. INTERIOR SHIM VERTICAL CROSS SECTION SEE NOTE #7 EXTERIOR
SHIM SILL EXTERIOR EXTERIOR INTERIOR ON SHEET 1 INSWING OPERATING UNIT
SEE NOTE #7 VERTICAL CROSS SECTION
SEE NOTE #7 ON SHEET 1 INTERIOR
SEE NOTE #7 EXTERIOR OPTIONAL 1" BUCK
ON SHEET 1
ON SHEET 1�
CONCRETE/
INSWING STATIONARY UNIT MASONRY 3
INSWING OPERATING UNIT VERTICAL CROSS SECTION BY OTHERS
��
VERTICAL CROSS SECTION HEAD JAMB
HEAD JAMB 1 1/4' MIN. 5
EMBED INTERIOR
O 8 p
1' MIN. 1
II M
8 3X F— 1' MIN 1' MIN
I \ EXTERIOR
INSWING STATIONARY UNIT I ' N. ' o p 6
VERTICAL CROSS SECTION !III p w
I BOXED SIDELITE SILL\ Y m ^
HINGE DETAI \ ,
3 REO'D 1 1' MIN.\\ `SEE ITEM #7 OA
I 1° ON MIN. ' SHEET 1
z , t
zwzwI— 114"MAX.
~ Y a
SHIM
2 2 6
1 114" I
/ �� MIN. EMBED w W O z
I 2 INSWING OPERATING UNIT (9 zi Z O
/ HORIZONTAL CROSS SECTION w w 5
INTERIOR I lA" MIN. OPTIONAL 1" BUCK o U) z J
EMBED I O D q w
... % LLl z_ z rii
1" MIN. ° ON V
1" MIN. I 5 2 1 O O m g z
1° MIN. 4 X. % 4 1' MIN. 1" MIN. a = Ou
EXTERIOR 1 I —1 O O z cc
�\ 1° MIN. _ _ w p < O
U) LU X F
1' MIN. �\ J I MIN. a O o K
�� EE NOTE #7 % 1' MIN a \ SEE NOTE #7 Q (N w
1' MIN. , ON SHEET 1 5 �\ ON SHEET 1 O O yWy >++
Z h d 5
V4' h1AX. I 1" MIN. 4 \ 7 2 O< O_ o
— I— 5 SHIM v `.�\\ F. �����,� MAX. I 1 114' MIN. 1" MIN. CJ
1 EMBED.
•�— SHIM —1, EMBED. \\ oaTe: 1/20/2012
INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME } .eo I— 114" MAX. • •4\'• O seise: NONE
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHIM 7._:- �_
NOTES: / �'•�'�G.LUBBECKE
>OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEWASONRY J 1 1/2• MIN. �j Efj • I E�i cHc er: S.SAFFELL
EMBEDMENT IS ACHIEVED. BY OTHERS EMBED
398 t�l EfAC� 1 1##338 �M VINi Na:
ITEM #6• (#10 X 2") ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY,
CONCRETE INSTALL 3W032012FL
CROSS SECTION OF HEAD JAMB OR SIDE JAMS DA1W{� � kL *04
$DAT SILL. PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. IF E CVRDfiAI16Pk.�O. 29578 —, 6 °' 7
NOTE:
SHIM FOR SUPPORT AT OR NEAR
EACH ANCHOR IS REQUIRED
a
149" MAX. C.A. FRAME
3" TYP. C7 C7 3" TYP.
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A7 A7
LL LL
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D7 D7
0
12-0 X 6-8 OUTSWING/INSWING
(50) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)
112 1/2" MAX FRAME—
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3" TYP. YTYP�
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6-4
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A7
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PANEL CENTER
4
LL LL -i
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1
-------------
9-0 X 6-8 bUTSWING/INSWING
(38) ANCHOR LOCATIONS
EDGE OF FRAME) 2- #8 X 3" PFH
... ........... ................... 2- #8 X 3" PFH
SCREW FROM
SCREW FROM
ASTRAGAL KIT
0 ASTRAGAL KIT
I- BOTTOM ASTRAGAL
STRIKE PLATE
1- TOP ASTRAGAL
STRIKE PLATE
I- BOTTOM SHOOT
DETAIL C7—C7 DETAIL D7—D7
BOLT INSERT PLUG
OUTWING OR INSWING OUTWING ONLY
74" MAX. O.A. FRAME
3"TYP. "_:,l"__ 3"TYP.—
L
37 1/2" MAX
O.A. FRAIVIIi-
3" TYP.
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D7 i D7
ly
6-0 X 6-8 OUTSWINGANSWING
(30) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)
6' 6.
Typ. —Typ.
3' TYq-�
_f
I X 6-8 OUTSWINGANSWII
(18) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)
— 75" MAX FRAME —
3" TYP.
3" TYP.
3"TYP.
CL
x
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0
z CD
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A7
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22
PANEL CENTER 1
DETAIL'A7
LL
(8) ANCHOR LOCATIONS AT MULL
A
41
ro
6-0 X 6-8 OUTSWINGANSWING
(28) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)_
.. . . .......
DETAIL D7-D7
INSWING ONLY
6" 6"
3" TY:P.FTY 3* TYP.
DETAIL B7
(10) ANCHOR LOCATIONS
AT ASTRAGAL