HomeMy WebLinkAboutNotice of Product Certification22521, I
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NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation
1955 Powis Road
Certification No.: NI013747.02-R1
Certification Date: 06/08/2017
West Chicago, IL 60185 Expiration Date: 06/30/2025
' Revision Date: 07/27/2020
Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: ASTM E330-02
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 Listine at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards instihite (ANSiL
Inswing
Glazed
Structural
Test Report Number
Configuration
or
or
Maximum
Design
Drawing Number &
-
Outswin
Opaque -
Size
- Pressure
-- - Comments
X
US
Glazed
3'0" x 6'8"
+40/-40
NCTL-110-19346-4
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
X
O/S
Glazed
3'0" x 6'8"
+40/40
NCTL-110-193464
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
XX
US
Glazed
6'0" x 6'8"
+40/40
NCTL-110-193464
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
XX
O/S
Glazed
6'0" x 698"
+40/40
NCTL-110-193464
Double
Maximum Panel Size: 3'0" x 698"
Anchor Details-DWG-MA-FL0213-17
XO/OX
I/S
Glazed
6'0" x 6'8"
+40/40
NCTL-110-193464
Single w/Sidelite
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
XO/OX
O/S
Glazed
690" x 6'8"
+40/40
NCTIr110-193464
Single w/Sidelite
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
OXO
US
Glazed
910" x 6'8"
+40/40
NCTL-110-193464
Single w/Sidelites
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
OXO
O/S
Glazed
910" x 6'8"
+40/40
NCTL-110-193464
Single w/Sidelites
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
OXXO
US
Glazed
12'4" x 6'8"
+40/40
NCTL-110-193464
Double w/Sidelites
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
OXXO
O/S
Glazed
12'4" x 6'8"
+40/40
NCTL-110-19346-4
Double w/Sidelites
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0213-17
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: �� �/
1111 MASONITE
WOOD -EDGE STEEL DOOR UNIT
6' 8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERA
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE, EXCLUDING THE HIGH
VELOCITY HURRICANE ZONE, 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. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
149' MAX. OVERALL FRAME WIDTH
21' MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37.5" MAX.
IN/ASTRAGAL FRAME WIDTH
16
c N
m
Ci
w MD 9_
- - -- — d
SINGLE DOOR UNIT SINGLE DOOR UNIT W SID LIT S
WITH SIDELITE
Mclerdlen to NAMI
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Rweww By.
DID RW69'
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TABLE OF CONTENTS DESIGN PRESSURE RATING GATE 5126117
SHEET CONFIG MAX WIDTH INSWING OUTSWING scuE N DESCRIPTION N.T.S.
1 TYPICAL ELEVATIONS & GENERAL NOTES X 37.5 +40.0 —40.0 +40.0 —40.0 DWO. BY: SINS
2 ANCHORING LOCATIONS &DETAILS XX 74 +40.0 —40.0 +40.0 —40.0
OX or XO 75 +40.0 —40.0 +40.0 —40.0 CHK. BY:
3 ANCHORING LOCATIONS &DETAILS OXO 112.5 +40.04 -40.0 +40.04 -40.0 KURT 13ALTHAZOR onnwwG NO.:
OXXO 149 +40.0 -40.0 +40.0 -40.0 FLORIDA P.E. #56533 DWG-MA-FL0213
SHEET 1 OF 3
6"3' SEE DETAIL 6 3^"
3" � F a � 3" "E" 3G. 3" c c --� �- -3",
SEE DETAIL
"C"
I I I
16" 6'
6' 6"
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a
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CY
B
B
O
B
it
�
-
6"
-
v
6'
I l l
Ur==L==
6"—
I
3" -
.33' 3" 3'
6"
SEE DETAIL
"F'
#8 x 2" #10 x 5/8"
#10 x 5/8"
#8 x 2" #10 x 1"
0 #10 x 2-1/2»
#10 x ]"
#10 x 5/8"
DETAIL "C"
DETAIL "D"
1 0.962 i
1.375"
T T
INSWING THRESHOLD BUMPER O/S THRESHOLD
1.482"ff1.75" I1.047"
T T
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD
3"
3"
6"
0
a SEE
J
w
ui
0
m
,It
#8 x 2"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN. '
c
6"
;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
HOT MELT
RASTOMER --,`
06 x 1-1/2" PHS
Addendum to NAMI
HOT MELT � ' 1/2' SITE
S bf,-Id n No 013
ELASTOMER Reviewed By.
ti "�:� Date Revi
EXTERIOR INTERIOB
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
cc 00
oo�
Z O J
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(� Q
U
Z CL
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5 26/17
N.T.S.
B/: SWS
BY.
No NO.:
-MA—FLO213-1
2 OF 3
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, 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".
O
w
a SEE DETAIL
"D" SHT. 2
J
O
w
io
1M2N "
— MAX ^
SHIM
CL —I I_
w1
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"3� r 6" 3,
I I I
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a
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—
J
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b
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II II
II I
OM
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HARDWARE S('HFDI II F
1.
KWIKSET 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.
MIN�.
o.2s^
SHIM
CL —I I_
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1-X1/2- CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
I
ACRYLIC
CAULK
ACRYLIC '
LATEX
CAULK CL
}
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3) N1OX2-1/2"
Wo6D SCREWS
EACH END Addendum toNAMI
® Ceddiaionk:. o(9 4
Reviewed By. -
Date Review
INTEGRAL WOOD
MULLION (CHS)
N.T.S.
er: SWS
NG No,
-MA-FL0213-17
3 of 3
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008B
434-688-0609 Date: 10/10/2017
rllomas(cDlrlomasoe.com
Test Report: N/A
Product. Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
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 7th edition (2020).
Anchor capacity in shear condition:
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:
Dr:
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:
I, =
1.000 in
Mode I.
Mode I,
Mode 11
qm =
636.5 Ibs/in
qs = 884 Ibs/in
A: 0.0007
P =
725.61 Ibs
P = 884 Ibs
8: 1.07
Kb =
2.400
KD = 2.400
C:-427.674
4=
302 Ibs
Z,= 368 Ibs
P = 331 Ibs
K, = 2.400
Min. Design value:
Z= 110 Ibs
Z= 138 Ibs
Duration Factor:
Co = 1.6
Allowable Design Value (ZCo): 'L
175 Ibs/anchor
Fastener type: 1/4 ITW
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
(NDS 2018, TR12)
Cap: g: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength:
Fb = 80,000 psi
Main member: Spruce -Pine -Fir (6=0.42)
Main member thickness:
t.= 1.500 in
Main member dowel bearing strength:
F_ = 3,350 psi
Main member dowel bearing length:
I. = 1.140 in
Mode M.
A:
0.00096
8:
0.57
C:
-253.623
Ms =
46.8 in-Ibs
P =
297 Ibs
Ko =
2.400
Z=
124 Ibs
Tabulated values
Mode III,
A:
0.00107
8:
0.5
C:
-267.699
Mm =
46.8 in-Ibs
P =
319 Ibs
Ko =
2.400
Z=
133 Ibs
edge
distance
spacing (in)
Z-00
4.00
2.00
130
1
161
4.00
163
202
Mode IV
A: 0.00135
8: 0.000
C: -93.6
P = 263 Ibs
Ko = 2.400
Z= 110 Ibs
Actual C To C spacing:
3.00 in
Allowable Design Value:
Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type,
#10 Tek screw
Substrate:
18 CA, Steel
Tabulated design value:
Z= 12661 Ibs
Safety factor:
Fs= 4
Allowable Design Value (ZFs):
Z.= 316 Ibs/amhor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38
AM
Al Al I
Az� Y 179.25
Al Al
72.75
37.50
36.38
36.38
37.50
AlAl
Y
Y
YA2
79.25
147.75
1 •of 4
Design pressure: 60.0 psf
Zone
Area
(ftz)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
A3
2.3 '
138
N/A
N/A
155
1
138
OK
A2
7.7;
463
6.00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
154
OK
Design pressure: 60.0 psf
Zone
Area
(ff),�
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
Al
2.4
146
N/A
N/A
155
1
146
OK
Az
7.9
473
6.00
21.00
155
5
95
OK
A3
7.8
468
N/A
N/A
1 155
4
117
1 OK
A4
2.3
138
N/A
N/A
155
1
138
OK
As
7.7
463
N/A
N/A
155
3
1 154
OK
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011111110
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008B
434-688-0609 Date: 10/10/2017
rIIomas(o)Irlomasoe. corn
Anchor Locations:
Double door
6.00 TYP.—}�---�
1- - --
6.00
18"
MAX
O.C.
79.25
1------
6.00
V - -
2 of 4
36.38 -- 36.38
6.00 TYP. —18.19 TYR
3.00 TYP. —� —
`t�111�1
\G E N
*� G5�
TAT F
[0RtQ , �,�'�•.
NALI II `�����
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008B
434-68M609 Date: 10/10/2017
rllomas�lrlomaspe.com
Double door with sidelites
3•of 4
6.0
W
TYP. --�—
L— 37.50 —
18.75 TYP.
6.00 TYP. -L—
3.00 TYP.
I
36.38 -
18.19 TYR
I
---- 36.38-----------
---------- - 37.50 - --
10
I°
x
I
i
I.00
`�\11t1111///�
P.-�' o �(//i
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S�ONAL E�\\\��
If(f1110
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
n `.
L. Roberto Lomas P. E.
1432 Woodfofd Rd.
Lewisville, NC 27023
434-688-0609
rllomasCo7lrlomasoe.com
Manufacturer: Masonite
Report #: 514008B.,
Date: 10/10/2017
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 MASONRY/CONCRETE USE 1/4" 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=52KSI 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.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4of4
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020