HomeMy WebLinkAboutNOTICE OF PRODUCT CERTIFICATIONa
SCANNED
BY
�i I i ide ount /
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013747
1955 Powis Road Certification Date: 06/08/2017
West Chicago, 11, 60185 Expiration Date: 06/30/2021
.y Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(iv/Wood Frame unless noted)
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass ('Tempered)
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at )vww.Nantieertification.com. NAMI's Certification Pro2rant is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Con oration
or
or
Maximum
Design
Test
Impact
Drawing Number &
outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Opaque
3'0" x 6'8"
+70/-70
0.0 psf
Yes
ATLNC 1001.01-13
Sin
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-F1.0211-17
X
O/S
Opaque
3'0" x 6'8"
+70/40
3.0 psf
Yes
A'1'I.NC 1001.01-13
Single
4.5 psf'
Maximum Panel Ste: 3'0" x GS"
7.50 psC
Anchor Details-DWG-MA-FL0211-17
XX
I/S
Opaque
6'0" x 6'8"
1551-55
0 psf
Yes
NM. . 210-2')30-1
Doable
Maximum Panel Size: Y0" x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX
O/S
Opaque
6'0" x 6'8"
+551-55
3.0 psp
Yes
NCM-210-2930-1
Double
4.5 psf'
Maximum Isancl Size: 3'll" x 6'S"
7.50 psf'
Anehor Details-DWCrM.A-FLO_IL17
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+551-55
0 psf
Door -Yes
NC7L-210.2930-1
Single w'/Sidelile
Glazed Sidelite
Sidelite-No
Maximum Panel Size: YW x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Dcmils-DWG-MA-FI-0-1 1-17
XO.'OX
O/S
Opaque Door
6'0" x 6'8" !
+551-55
3.0 psp
Door -Yes
NUM-210-2930.1
Single iv/Sidelite
Sidelite
4.5 psP'
Sidelite-NoMaximum
Panel Size: 3'0".x 6'8" %Sidelite: 3'0" x 6'8"
7.50 5f'
Anchor Dctails-DWG-MA-FL0211-17
OXO
I/S
Opaque Door
9'0" z 6'8"
+551-55
0 psf
Door -Yes
NCIL-210.2930-1
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'S" /Sidcine: 3'0"x 6'S"
Anchor Details-DW(i-M.A-FL0211-17 _
OXO
OiS
Opaque Door
9'0" x 6'8"
+551-55
3.0 psf'
Door -Yes
NM. 210-2930-1
Single w,Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
6laxitttum Panel Size. 3'0" x 6'8"Sidelite: 3'0" x 6'8"
7.50psf'
Anchor Details-DWG-MA-FL0211-17
OXXO
I/S
Opaque Door
12'4" x 6'8":
+551-55
0 psf
Door -Yes
N(.TL-210.2930.1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Patel Sim: YO0 x 6'S" ISidehto: 3'0" x 6'S"
Anchor Details-DWG-NIA-FL021 1-17
OXXO
O/S
Opaque Door
12'4" x 6'8';
+551-55
3.0 psp
Door -Yes
N(7L-210.2930-1
Double w/Sidelites
Glazed Sidelite
4S psf'
Sidelites-No
Maximum Panel Size: 3'0" x Gs" /Sidelite: XV x 6'8"
7.50psf'
Anchor Details-DWG-MA-FL0211-17
1-1)cnotcs numper Outsxina Threshold 2 -Denotes 4Serlm Outs ving Threshold Mli-Dam Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haves, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
File COPS'
„i-
111� MASONITE.
WOOD -EDGE STEEL DOOR UNIT
6'-8• DOUBLE DOOR WITH /WITHOUT SIDELITES
GENERAL NOTEc
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE RORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON —IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
S. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNRION TEMP ASTM D1929 842 'F > .1
RATE OF BURNING ASTM D635 1 1.28 IN MIN
SMOKE DENSITY ASTM 02843 1 70.2%
TENSILE STRENGTH • ASTM 0638 1 1.8% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
149• MAX. OVERALL FRAME MOTH
21” MAN 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
I
� I
�
Ci
a
DOUBLE DOOR UNIT W SIDELRES
Adder4mioNAM
CeAGirIronNo_ T3
Revewedk _
Dge Rev
I. ..I I� �: I I■' . I I■'
i I I I I
&s &e�
KURT 84LTHAZOR
FLORIDA P.E.
#56533
6' SEE DETAIL 3. 6'
�l L L� 'E'
�. 3• I I c 3, I 3� 3� 3• 31
in
�r
n
SEE DETAIL
.c.
I I I
16' 6' —I
6, I�
6•
r
I I I
e
_
o-
w
a
OA
S
s
Illy
8' 3'
r �1�1
_ C
6'
SEE DETAIL
'F'
#8x2" #10x5/8"
#8 x 2" #1O x 5/8"
/%10 x 1"
0 #10 x 2-7/2"
#70 x 1"
Q1O x 5/8"
DETAIL "C"
DETAIL "D"
1 0.962'1
1.375'
T T-,
INSWIN�G!THRRESHOLD BUMPER O/S THRESHOLD
1.4 T Id!.�....1 i 1.7T 11.0 7'
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD
t I I 3.1
3 - I F
6'
L I L
Qa SEE DETAIL
^ •D'
a 0
u SEE DETAIL
a G N G H n H
_I I_
6--I r6'
#8x2"
.DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
QTH
STRAGAL RETAINER BOLT HOLE
ST BE DRILLED THROUGH
E THRESHOLD & INTO THE
RUCTURE DEEP ENOUGH
R A 1.375" THROW
TRAGA
MOT WELT
MI TOYfli--`
16 a 1-1/2• PHS
WT a, 1/r Po E
RASTOUFR
EL¢6106 2"E"08
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
Md^14Vm l0 wm
Caldczli)nkb of; _
bedew; By
Dale H
ft
I.
SEE DETAIL
"C" SHT. 2
A �
6' 6"
3' 3"
3'
U V
a SEE DETAIL
} 'D' SHT. 2
0.
a
G
V
w
'o
w B
0
s
1
3" � 6 6• � 3.
3' J"
HAROWARF SCHFMIIF
I I I
I I I
I I I
I If
G H
II II
6
II I
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL 1�2N' R . 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, D.2s'
WOOD SCREW
SHIM ]' FROM EACH END 6 FROM EACH END
SIGNED AND SEALED BY ROBERTO LOMAS. PE Mq 1 %1/Y CORRUGATED 6 FROM
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL — I— AND 7" OC AND 12" OC
I
in
o
FASTENER RATING FROM THE DIFFERENT FASTENERS 1
BEING CONSIDERED FOR USE. JAMB, HEAD, AND gc��rXc
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4' TAPCONS. A PHYSICAL TYPICAL MASONRY ACR IC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CCAULLK GL
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
w
o
WOOD SCREW EDGE DISTANCE MIN 3/4".
COMBINATION WOOD COMBINATION WOOD
E
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SN'� MULLION (BOXED) MULLION (BOXED)
M
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —°� (3 tox2-E1/W2S'
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WO�CH END mce' unlowm
MINIMUM EMBEDMENT OF 1-1/4". DL_I I— _
CeKEaian Na ol3 v
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ag' ® ROE
TRANSFER LOADS TO STRUCTURE. °"
z
are
5126117
scuE N.T.S.
owc. e.: SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK
owc-MA-nozn-n
ANCHOR INSTALLATION INTEGRAL WOOD
MULLION (CHS)
SxEEi 3 a J