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HomeMy WebLinkAboutMETAL EDGE STEEL DOORS - PAPERWORKGOP-Wl-EN3100-02
d Units 8'0" Height — Outswing
X
1
X0. OX, OXO
2'0"
COP-WL-EN3166-02
01-0314.26
43.0'
NO
2'6"
218"
2'10"
3'0"
3'6"
2'8" + 1'0"
Not Listed
Not Listed
Not Listed
r
r
Not Listed
—
U•Rating1.
—
1
2'8" + 17
2'10" + 1'0"
2'10" + 17
3'0" + 1'0"
3'0" + 17
17 + 2'8" + 1'0"
1'0" + 2'10" + 1'0"
1'2" + 2'8" + 1'2"
1'0" + 2'8„ + 1'0"
1'0" + 3'0" + 1'0"
17 + 2'10" + 1'2"
1'2" + 37 + 17
2'6" + 2'6" + 2'6"
2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10"
TO" + 3'0" + 3'0"
XX, OXXO
2'6" + 2'6"
COP-WL-EN3167-02
01-0314.26
43.0
NO
2'8"'+ 2W
2'10" + 2'10"
3'0" + 3'0"
2'6" + 2'6" + 2'6" + 2'6"
Not Listed
Not Listed
—
2'8" + 2'8" + 2'8" + 2'8"
2'10" + 2'10" + 2'10" + 2'10"
3'0" + TO" + 37 + TO"
Notes:
1 1 Door arrangements using fewer panels than what is shown In the above chart also comply under the product approvals
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shown.
2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center.
Test Daia Review OPffcertisate
09026447C and CoPRes1
31 Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical
#3D26447c-0�oi provides
center.
addiliD831 information-
available from the ITSlWH
4 Actual design pressure requirement fora specific building design & geographic location is determined by ASCE 7 (Minimum
website lwww.ellserekii.com),
the Masonile webslle
design loads for buildings and other structures). National, state or local building codes specify the edition required.
M me technical center.
5'. Masonite International structural, cyclic, air, water,.forced entry/or impache
t testing is done in accordance with Miami -Dade
BCCO protocol PA201, PA202 & PA203.
91
tnter9y-
Entry Systems
June 11, 2002
Oar continuing program at product improvement makes specifications, design and producl
deleil wbietl to change without notice.
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Masonite international Corporation
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XX 1 ' !
Glazed Outswing Unit
8'0" METAL -EDGE STEEL DOORS
OVED ARRANGEMENT:
I
W.rnak
rtf/
WE71•®
Test Data Review Certificate 13026447C
and COP/Test Report Validation Matra
i3026447C-002 provides additional
inlormation available Irom the ITSIWH
website (vrvm.ellsemko.com). the
Masortite website (wwtv.masonlle,cdm)
or the Masonite technical center.
Note:
Units of other sizes are covered by this
report as long as the panels used do not
exceed 3'0" x 8'0".
Double Door
Maximum unit size = 6'0" x 8'0"
Design Pressure
+43.0/-45.0
Limited water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements 1Dr a specific building design and geographic location Is determined by ASCE 7-national,
stale or local building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and
MAD-WL- MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02.
APPROVED DOOR STYLES:
1/i GLASS:
404 Series 450Series 108 Series
,ntergy
try Systems
17, 2002
rminuinq program al Droducl lr pmvemem makes speoincanons. design and product
S,hled w change without nollce.
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Masonite International Corporation
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Outswing Unit
COP-WL-EN3167-02
8'0" METAL -EDGE STEEL DOORS
'ROVED DOOR STYLES:
L GLASS:
f t I
I ,
I I 1 i
810 Series 862 Series 300 Series
FIED TEST REPORTS:
NCTL 210-1887-4, 5, 6 10, 11, 12
Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258.
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.032"
steel. Top end rails constructed of 0.032" steel. Bottom end rails constructed of 0.032" steel. Interior
cavity of slab filled with rigid polyurethane foam core. 'Slab glazed with insulated glass mounted in a rigid
plastic lip lite surround.
Frame constructed of wood with an extruded aluminum bumper. threshold.
UCT COMPLIANCE LABELING:
TESTEDIN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (structural Tests and Inspections).
State of Florida, Professional Engineer
Kurt Balthazar. P.E. -- License Number 56533
mtergy
itry System
e 17, 2002
oonfinuing progrem of produd impravemem makes Specirlotrans, design and pradurl
11 svlwe�l ra 0mge without n Hl
ck"ff m
Y
7a
Tat Data Review Certificate 13026447C
and COP/Test Report Validation Matri(
13026447C-002 provides additional
information - available from the ITSNVN
website (www.ellsemb.com), the
Masonite website (wwwmasanite.com)
or the Masonile technical center.
Evclu,rvelY Ira
Yr�rnfum Ova�i rY Dearr
Masonite International Corporation
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XX 'II 1
Unit OUTSWING UNITS WITH
DOUBLE DOOR
TYPICAL HINGE ATTACHMENT TYPICAL ASTRAGAL PROFILES
I 4'x4'BUTTHINGE
T 1-9� /16,I 1-13/16' 1.3J4'
(12 GAUGE) t
SIOEJAMB DOOR PANEL
2-15116- 2-5/8' 2-3/4
$n DIAMETER 5n6
®I © MWINEWE`M 1-3/4' DIAMETER c 1-3/4' DS EEi" 1-3/4'
j MMINUM- Q I _ 1
O YtMjllNRlpylM j1I 2MI MUM 1
7 MI"'M D
1 REQUIRED n iRROW REO QED I
REQUIRED
O ) ��j` _I t 1• t r 1-
ALUMINUM EXTRUDED ASTRAGAL (U.D6' MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT
TOP EXTENSION BOLT, BOTTOM EXTENSION BOLT AND CYLINDERICAUDEADBOLT LATCHING LOCATIONS.
ATTACH WITH $8 X 1' PAN HEAD SCREWS— LOCATE 1' FROM EACH END MINIMUM AND 22' O,C. MAXIMUM.
(6)i1Dx314 ...._._....-
FLAT HEAD
WOOD_SCREWS
FIAT HEAD WOOD SCREWS OR
(3) 2- LONG X 1/2- CROWN WIRE STAPLES
June I17.2002
Out eordlnuing reagram or product Irapro✓¢menu rakes specilicatl—,
de-4P and arodUCI detail suDtecl to change without notice
S ' d 'b,Ei'b8-179-b,ZLL
TYPICAL HEADER &
SIDE JAMB ATTACHMENT
FINGER -JOINTED KILN DRY WOOD
FRAME HEADER (1-1/4' X 4-9/16-
WITH 1/2- STOP HEIGHT MINIMUM)
N' LONG X
' CROWN
RE STAPLES
FINGER -JOINTED
KILN ORY WOOD
SIDE JAMB
(1-1/4-X 4-9/16-
WITH 1 STOP
HEIGHT NIMUM)
rr.,.«;k 1ia.ry
F7®
Test Data Review Certificate
d3026447A i30264476;
13026447C and COP/7.1 Report
Validation Matrix 13026447A-001,
002.003;/3025447B-D01.002,
003; 13026447C-001. D02- D03
provides additional irdorrnation -
available from the ITSAYN website
web a (www.masonitee.com))osooite
the Masonite technical center.
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Masonite International Corporation
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XX I I► I
Unit
DOUBLE DOOR
7YP. TYP. CLa 7YP.
6'
TYP.
6'8" UNIT 87 UNIT
13-15/16' 17-1/8'
MAXIMUM
ON CENTER TYP.
Minimum Fastener Count
• 6 per vertical framing member
• 8 per horizontal framing member
Hinge and strike plates require two
2-1/2" long screws per location.
Rough Opening 1
• Width of door unit plus 1/2"
• Height of door unit plus 1/4"
Test Oala Review Certificale 03026447A;1130264470; I3026447C and cOPlrest Repport validation
Matrix 13026447A-001, 002.003; /30264470-001, 002, oo3; I3026447C-001, 002, 003 Provides
additional information - available from the ITS/WH website (www.ellsemko.com), the Masonite
websile (www.masonite.com) or the Masonite lechniml center.
Latching Hardware:
• Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
• UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242', 3247, 3262• or 3267
Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
'Based on required Design Pressure — see COP sheet for details.
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Notes:
11 Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners
analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons.
2: The wood screw• single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of
1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively, each with minimum 1-1/4" embedment.
3;. Wood bucks by others, must be anchored properly to transfer loads to the structure.
Ine 17. 20-02
prr continuing Drogram or Product impovemdni rnatea sDetilkatioras,
design aM Dfodoel detail subject to charge WilhOet nonce.
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Masonite International Corporation
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