HomeMy WebLinkAboutNOTICE OF PRODUCT0 �s
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NOTICE OF PRODi7CT CERTIFWATrON
Company: Masonite International Corporation
West Chicago, IL 60185
Certification No.: NI013747-R1
Certification Date: 06/08/2017
Revision Date: 04/13/2018
Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
�n�7en P'l (w/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 www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
_
Outswin
O a ue
Size
Pressure
Pressure
Rated
Comments
X
US a
Opaque
3'0" x 6'8"
+70/-70
0.0 psf
Yes
ATLNC 1001.01-13
Sirigle
Maximum Panel Size: 3'0" x 6'8"
AnchorDetails-DWG-MA-FL0211-17
_
X
O/S
Opaque
3'0" x 6'8"
+70/-70
3.0 psfl
Yes
ATLNC 1001.01-13/W-1857
Single
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
7.50 sf3.as
AnchorDetails-DWG-MA-FL0211-17
XX
I/S
Opaque
6'0" x 6'8"
+551-55
0 psf
Yes
NCTL-210-2930-1
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX
O/S
Opaque
6'0" x 6'8"
+551-55
3.0 psfl
Yes
NCTL-210-2930-1
�Double
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
cNl
7..5 sf'
AnchorDetails-DWG-MA-FL0211-17
E'
XO/OX
US
Opaque Door
6'0" x 618"
+551-55
0 psf
Door -Yes
NCTL-210-2930-1
Sb
le w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0211-17
'�
O/OX
O/S
Opaque Door
6'0" x 6'8"
+551-55
3.0 psf
Door -Yes
NCTL-210-2930-1
Sin
Q
a w/Sidelite
Glazed Sidelite
4.5 psf'
Sidelite-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Cv
7.50 sf'
AnchorDetails-DWG-MA-FL0211-17
LV
OXO
US
Opaque Door
9'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-2930-1
sljR
a w/Sidelites
i
Glazed Sidelite
Sidelites No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
I
Anchor Details-DWG-MA-171,0211-17
OXO
O/S
Opaque Door
910" x 6'8"
+551-55
3.0 psfl
Door -Yes
NCTL-210-2930-1
e w/Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
7.50psf'
AnchorDetails-DWG-MA-FL0211-17
OXXO
US
Opaque Door
12'4" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-2930-1
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXXO
O/S
Opaque Door
12'4" x 6'8"
+551-55
3.0 psfl
Door -Yes
NCTL-210-2930-1
Double w/Sidelites
Glazed Sidelite
4.5 psf'
Sidelites-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
7.50 psV
AnchorDetails-DWG-MA-FL0211-17
I -Denotes Bumper Outswing Threshold 2 -Denotes Z-Series Outsning Threshold 3-1fl-Dam Ontswing Threshold 4-Pro T4 Threshold &HP Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NANII AUTHORIZED SIGNATURE: �"
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rilomas (a)l riomaspe. com
Manufacturer: Masonite
Report #: 514010
Date: 05101/2017
Test Report: N/A
Product: Single door Tx 6'8" (Wood Frame)
Scone:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to
the product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ d w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NDS 2012, TR12)
Nominal diameter: D:
0.190 in
Gap: g: 0.0000 in
Root diameter: Dr:
0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p:
1.140 in
Screw bending yield strength: Fyb = 80,000 psi
Side member: Douglas Fir -Larch (6=0.50)
Main member: Spruce -Pine -Fir (G=-0.42)
Side member thickness: t,=
1.000 in
Main member thickness: t = 1.500 in
Side member dowel bearing strength: F. =
4,650 psi
Main member dowel bearing strength: F,,,, = 3,350 psi
Side member dowel bearing length: 1, =
1.000 in
Main member dowel bearing length: 1„ = 1.140 in
Mode 3;n Mode I,
Mode II
Made III,,, Mode III,
Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in
A: 0.0007
A: 0.00096 A: 0.00107
A: O.OQ
4
P = 725.61 Ibs P = 884 Ibs
B: 1.07
B: 0.57 B: 0.5
B: 0.
Ka = 2.400 Ka = 2.400
C: 427.67
C:-253.62 C: -267.7
C: -9
'.6
Z = 302 Ibs 2,= 368 Ibs
P = 331 Ibs
Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
Ka = 2.400
P = 297 Ibs P = 319 Ibs
P =
Ibs
Min. Design value: Z= 110 Ibs
Z= 138 Ibs
Kb = 2.400 Kb = 2.400
Ko = 2.
Duration Factor: Co = 1.6
Z= 124 Ibs Z= 133 Ibs
Z=
l53
¢0 Ibs
Allowable Design Value CZCo)-. Z.=
175 Ibs/anchor
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood
screw
Nominal diameter:
D:
0.190 in
Root diameter:
Or;
0.152 in
Minimum required penetration:
p:
1.140 in
Side member: Douglas Fir -Larch (6=0.50)
Side member thickness:
t, =
1.000 in
Side member dowel bearing strength:
F. =
4,650 psi
Side member dowel bearing length:
1. =
1.000 in
Mode I.
qm = 11752 Ibs/in
P = 13397 Ibs
Kb = 2.400
Z„= 5582lbs
Mode I,
qs = 884 Ibs/in
P = 884 Ibs
Ka = 2.400
Z,= 368lbs
Min. Design value: Z= 163 Ibs
Duration Factor: Ca = 1.6
Allowable Design Value (2Co): Z'=
Fastener type: 1/4" ITW T
Substrate: Hollow block
Edge distance:
4.00 in
Edge distance:
2.00 in
Actual edge distance:
2.50 in
Spacing:
4.00 in
Spacing:
2.00 in
Actual spacing:
3.00 in
Allowable Design Value (Zf, O:
Z"=
Mode II
A: 0.0003
8: 1.07
C: -4038.9
P = 2287 Ibs
Ko = 2.400
Z= 953lbs
Ibs/anchor
(NOS 2012, TR12)
Gap:
g: 0.0000 in
Moment arm:
0.0000 in
Screw bending yield strength:
Fyb = 80,000 psi
Main member: Steel strap/clip
Main member thickness:
t„= 0.048 in
Main member dowel bearing strength:
F,,, = 61.850 psi
Main member dowel bearing length:
1m = 1.140 in
Mode III,,, Mode III,
Mode IV
A: 0.00059 A: 0.00033
A: 0.0
106
B: 0.57 8:
0.5
B: 0.
100
C:-3864.9 C:
-267.7
C: -1
3.6
Ms = 46.8 in-lbs Mm =
46.8 in-Ibs
P = 2126 Ibs P =
420 Ibs
P =
92 Ibs
Kb = 2.400 Ka =
2.400
Kb = 2
00
Z= 886lbs Z=
175lbs
Z=
363lbs
N.O.A. U
Minimum embedment:
Tabulated shear design value: Z =
Tabulated shear design value: Z =
Reduction factor:
Tabulated shear'design value: Z =
Tabulated shear design value: Z =
Reduction factor:
155 Ibs/anchor
Minimum anchor capacity: 155 Ibs/amhor
Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 Design pressure: 85.0 psf
t
�X� 79.25
Ai
1 of 2
1.25 in
202 Ibs
161 Ibs
0.85
202 Ibs
164 Ibs
0.91
Zone
Area
(ftz)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
pbs)
Qty
I Load
pbs)
Al
2.3
195
N/A
N/A
155
2
98
OK
Az
1 7.7
656
6.00
18.00
155
5
131
OK
•
59 ■
■
r 4F
IL
is R. Lomas
FL No.: 6
P.E.
2514
'.017
a
L. Roberto Lomas P. E.
1432 Woodrord Rd.
LeWisville, NC 27023
434-68"609
rllomas(aDlrlomaspe.com
Anchor Locations:
36.38
1s.1s
6.00 TYP. 6.00 TYP.
6.00
1 3.45
MAX. O.C.
79.25
i
6.00
Manufacturer: Masonite
Report #: 514010
Date: 0510112017
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
s70 Al-'�\\\
,t//1111110
iis R. Lomas P.E.
FL No.: 62514
2of2
L0
00 �NU_F 149' MAX. OVERALL FRAME WIDTH a
WOOD -EDGE STEEL DOOR UNIT 21 " MAX 36.375" MAX. ¢
D.L.O. 37.5" MAX. Q O
6'--8" DOUBLE DOOR WITH / WITHOUT SIDELITES �ASTRA� L 'I �` FRAME WIDTH z � J
GENERAL NOTES yF� ? �
1. EVALUATED FOR USE IN LOCATIONS ADHERING ® ® ® ® Z O Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Q U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON m Z (3) 1-
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.co
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, �
W
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE x e J =
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED W01 90 n
ON T GLASS. 9i
4. POLYUREETHANE CORE LS WITH NFLAMECS READ INDEX OF 50 2
a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. x
5. PLASTICS TESTING: 4� y
TEST DESCRIPTION DESIGNATION LITE FRAME
W
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES cl 0
0
Ix a
Inn
®® ®® ®® ®® ®® on ®® ®®
00 00: 00 u m
Ln
.00 ON00 00 :�� 00 Z
W Vl
Q K ,
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELITE WITH SIDELITE m
�W
m o
_T QO
Z
DAM 5/26/i7 $
je � SCALE
N.T.S.
AdderdmmHAll M. BY: SWS
cw_ BY:
' KURT BALTHAZOR DRAwm NO.:
FLORIDA P.E.
Dow
I56533 DWG-MA-FL0217-17
%W OF 3
SELF IGNITION TEMP
ASTM D1929
842 'F > 650 'F
RATE OF BURNING
ASTM D635
1.28 IN MIN
SMOKE DENSITY
ASTM D2843
70.29.
TENSILE STRENGTH-
ASTM D838
1.8� DIFF
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15T: Of DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWIN
INSWING
BUMPER 0 S
2-SERIES 0 S
HIGH DAM 0 S
T4 0 S
HP BUMP 0 S
X
3 .
0.0
+70.0
A
+2 .0 -20.0
+30.0 -30.0
+50.0
-50.0
+50.0 -5 .0
X%
74
5.0
+55.0 -55.0
N A
+20.0 -20.0
+ 0.0 -30.0
t50.0
N A
N A
OX or XO
75
5.0
M-55
+55.0 -55.0
N A
-20.0
+30.0
N A
N A
OXO
112.5
5.0
+55.0-55.0
NA+200-20.0+3
NA0%XO
149.0
+55.0 -55.0
A
N A
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS &GENERAL NOTES
2
ANCHORING LOCATIONS k DETAILS
3
ANCHORING LOCATIONS k DETAILS
Y
6" SEE DETAIL 3' 6'
L 'E'
3' I c 3• 3 r 3�—YIIY� n 3• '� 1— 3.
SEE DETAIL
.C.
1 I I
16" 6"
6' 6"
I I 1
8
a
B
O
B
K B
g
—
6•
60 6 ��
_
I I _
a
10
as SEE
In 'D"
3'3"3• Y
C -'II_
- 33^
63' SEE DETAIL g'
#8 x 2"
#8 x 2" 110 x 5/8"
#8 x 2" #10 x 5/8"
#10 x 2-1/2" #10 x 1" ATTACH ASTRAGAL REFAINER BOLT
#10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "
DETAIL "C""I)"
1
1.375.
1.1621
1 P!�m
1.437'
T
T
T
INSWING THRESHOLD
BUMPER
O/S THRESHOLD
T4 O/S THRESHOLD
1
1.482"
1
1.75"
1.047'
1
1.437*
T
T
T
—SERIES O/S THRESHOLD
HIGH DAM
O/S THRESHOLD
HE O/S THRESHOLD
a
EE DETAIL
C"
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
/6 X 1-1/2' PHS
HOT MELT /I ;� 1/2' BILE
fO EL%SMM '.'`.� '}
Ea�81DB 111ff61GB
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
AddrnAmllNAl
Sr• E N.T.S.
M. BY. SINS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO211-
smm 2 - of _ 3
P,
f
SEE DETAIL L
'E' SHT. 2 1� I 3•
6" 6"
ul
n
• M
�
N
M^
a
U
a SEE DETAIL
in
"D" SHT. 2
�
0•
SEE DETAIL
w
"C" SHT. 2
A
W
a
M
A
Q.
g
to
U7
L
8'
v G
6
1c
6"
r
C
I
3•
3"
3"
SEE DETAIL
'F' SHT. 2
6" _
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
MIN 0..g2X5'
SHIM
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
6' —1 I-- 6"
� III ¢ III C
1 I I
I I
l l I
H
B
6" X II —II If 6"
HARDWARE SCHEDULE
10
1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1"X1/2" CORRUGATED #10X2"'WOOD SCREW
3' OM EACH END 6" FROM EACH END
AND 7' OC AND 12' OC
{
ALINIC
CAULK
ACC C
CAULK CL
I
p'•;•:'. :. :'� COMBINATION WOOD COMBINATION WOOD
1.50' MULLION (BOXED) MULLION (BOXED)
MIN_ 0..g2X5" (3) g10X2-1/2'
SHIM WOOD SCREWS
EACH END pddmtoNAd1
CL —� �— cetiaonAa
TYPICAL WOOD BUCK
ANCHOR INSTALLATION INTEGRAL WOOD
MULLION (CHS)
N.T.S.
DwB. BY: SWS
CXK. BY:
DWG-MA-FLO211
mw 3 of