HomeMy WebLinkAboutNotice of Product Certification; Wood-Edge Steel or Less Glazed Inswing or Outswing DoorNOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013747.03-R2
1955 Powis Road Certification Date: 06/08/2017
West Chicago, IL 60185 Expiration Date: 06/30/2025
Revision Date: 07/27/2020
Product: Wood -Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non -Impact
Rated Sidelites (w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NANII 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.Namicertiffcation.eom. NAW's Certification
y Inswing
-- Glazed-�
Structural
Water
Test Report Number
Configuration
or
or
Maximum
Design
Test
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Comments
X
VS
Glazed
3'0" x 6'8"
+501-50
0 psf
NCTL-110-19469-1 '
Single
3/4-Lite Max
Maximum Panel Size: 3'0" x 6'$"
Anchor Details-DWG-MA-FL0214-17
X
O/S
Glazed
3'0"x 6'8"
+501-50
3.0psf1
NCTL-110-19469-1/W-1857'
Single
3/4-Lite Max
4.5 psf'
p
Maximum Panel Size: 3'0" x 6'8"
7.50 sf 3.4, a
Anchor Details-DWG-MA-FL0214-17
X
US
Glazed
3'0" x 6'8"
+501-50
0 psf
NCrf-210-3461-1/W-1857
Single
Ventlite
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0214-07
X
O/S
Glazed
3'0"x 6'8"
+50/-50
0psf
NCTL-210-3461-1/W-1857
Single
Ventlite
Maximum Panel Size: 3'0" x 6'$"
Anchor Details-DWG-MA-FL0214-07
XX
US
Glazed
6'0" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Double
3/4-Lite Max
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0214-17
XX
O/S
Glazed
6'0" x 6'8"
+501-50
3.0 psf 1
NCTI.-110-19469-1
Double
3/4-Lite Max
4.5 psf'
Maximum Panel Size: 3'0" x 6' 8"
7.50 psV
AnchorDetails-DWG-MA-FL0214-17
XO/OX
VS
Glazed
6'0" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Single w/Sidelite
3/4-Lite Max Door
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
Anchor Details-DWG-MA-FL0214-17
XO/OX
O/S
Glazed
6'0" x 6'8"
+501-50
3.0 psf'
NCTL-110-19469-1
Single w/Sidelite
314-Lite Max Door
4.5 psf'
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
7.50 psf'
Anchor Details-DWG-MA-FL0214-17
OXO
VS
Glazed
910" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Single w/Sidelites
3/4-Lite Max Door
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
Anchor Details-DWG-MA-FL0214-17
OXO
O/S
Glazed
9'0" x 6'8"
+501-50
3.0 psf'
NCTL 1 to-19469-1
Single w/Sidelites
3/4-Lite Max Door
4.5 psf'
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
7.50 psf'
Anchor Details-DWG-MA-FL0214-17
OXXO
US
Glazed
12'4" x 618"
+501-50
0 psf
NCTL-110-19469-1
Double w/Sidelites
3/4-Lite Max Door
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
Anchor Details
OXXO
O/S
Glazed
12'4" x 6'8"
+50/-50
3.4.0 psf'
s--fDWG-MA-FL0214-17
y 469-1
Double w/Sidelites
3/4-Cite Max Door
P
Maximum Panel Size: J O'1 x 698" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
7.50 psf'
Anchor Details-DWG-MA-FL0214 17
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National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
On II-vZ (a
Mli l MASONITE
er-8" -D
OUBLE DOOR WITH W1THO T s parmS
CENER- A��-( .Hy, n7cc
1• EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
DESIGN LOADS OR BUILDINGS AND OTHER STRUICTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SySiEM (SHUTTERS) IS REQUIRED.
F
4. POLYURETHANE CORE FLAME SPREAD INDEX O50
AND SMOKE DEVELOPED INDEX OF 60 PER A Ego
S. PLASTICS TESTING
TEST DESCRIPTION DESIGNATION _LITE FRAME
SELF IGNITION TEMP ASTM D1929 7
RATE OF BURNING ASTM D635 .F 0.7Z , IN MIN.
N'F
SMOKE DENSITY.. ASTM -D2843 13.4R
TENSILE STRENGTHS ASTM Dg38. 7-IX DIFF
COMTENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
U
wl U.1.1313
SfNGLF DOOR r ur -DOUBLE DOOR timm ...... _
OF'
149' AM .OVERALL FRAME WIDTH -
21 " MAX 36.375' MA)(. 21 " MAX
D.L.O. -- I-- PANEL WTDiH
W/ASTRAGAL D.L.O.
C o
x : d
fO y
37.5" MAX,
FR4ME WIDTH
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_SINGLE DOOR uun
GENERA�Eg ��.
& DETAILS �!
do DETAILS
RECEIVED
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Ta4LTHAZOR
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wo.:P.E.
33 DWG-MA-FL0214
sr 1 of 3
ST. Lucie County, Permitting
FEB 2 2
41
3
SEE DETA
'C'
.a
3'
6' '
6
SEE DETAIL J—
.F. #8 x 2..
#8 x 2" #10 x 5/8" e.
#8 x 2„ #10 x 5/8"
p #10 x 2-1/2" #10 x 1" DETAIL "E"ASTRAGAL
#10 x I" ATTACH ASTRAGAL RETAINER BOLT
#10 x 5/8" STRIKE -PLATE TO FRAME
DETAIL "C" AS SHOWN.
DETAIL "D"
1 0.862" 1
1.375" -E
1,43T
T T. T
IMWING THRESHOLD BUMPER 0/3 THR SHOLD T 0 THRESHOLD
1.482" 1
1.75"E�j i1.047" 1.437'
T T T
Z—S RI S O/S THRESHOLD HIGH DAM 0/S THRESHOLD HP 0 S JHRESHOLD
HOT
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a
w
w
o ut
in
,G
6"
?E DETAIL
n
ASTRAGAL RETAIN"r
ER BOLT. HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL F" ASTR G
0 X 1-1/2' pHs
MELT 1/2' BITE
sroa1� .: • Adbftj WW
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7YPICALQJ AZING DETA1
-NON—IMPACT GLQ�S
mm SP. SWS
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DWG-MA-FL0214-1
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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 UNIV INCLUDE
SH M MOUST OD BER EWS PLACED IN SHIM SPACE AT EACH PHYS(CAL ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
I .Icl
u
U d
a SEE DETAIL
r "D" SHT. 2
W
O
� N
��f�
1.25' .
MIN 0M.g25"
SHIM
CL —I 1—
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMgNT
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.
1MIN"
-- ` MAX
F SHIM
CL —I I—
zy i
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
_HARDWARE SCHEDU, �
E'4"
ET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1/2" CENTERLINE.
4" FULL MORTISE BUTT HINGES.
1"X1j2' CORRUGATEp #10X2" WOOD SCREW
3" FROM EACW END 6" FROM EACH END
AND 7" OC AND 12' OC
1
�y ALA EX
CAULK
C CAULK
cL
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3WObD SCREWS"
EACH END
6.01,
INTEGRAL WOOD
MULLION (CHS)
-,
BY.-
DWO-MA-FL0214-
mv 3 or 3
3"
SEE DEN
nC n
3-
x 2"
#10x5`n"
x 2" #10 x 5
#10x2-1
.410 x 5, ..
DETAIL "D"
DETAIL "C"
010 x 1"
10 x 1"
0
w
a SEE DET
nDn
J
Q
W
W
tr
O
2 (\�/� At �...
A
I
)a
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE -:PLATE TO FRAME
AS SHOWN.
-- 1T4 7
CCe nr-re u
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".
1M2N "
r
o
0
w
U
a SEE DETAIL
r "D" SHT. 2
J
J
Q
W
W
Ir
Q
im
31
U)
ui
3"
0.25"
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
1. - KWIKSET SERIi
SERIES 980 C
AT 5-1/2" C
2. 4" X 4" FULL
1"X1/2" C
3" FROM
AND
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #- 514008B
434-B88-0809 Date: 10/10/2017
rllomasOldomespe.com
Test Report: N/A
Product. Double Door with and without sidelites 1 Zx6'8" (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/ 8 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2018,1R12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 00000 in
Minimum required penetration: p: 1.140 In
Side member: Douglas Fir -Larch (9=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„
qm = 636.5 Ibs/in
P = 725.61 Ibs
Ke = 2.400
Z.,= 302lbs
Mode I,
qs = 884 Ibs/in
P = 884 Ibs
Kt) = 2.400
Z,= 366 Ibs
Min. Design value: Z= 110 Ibs
Screw bending yield strength:
Fro = 80,000 psi
Main member: Spruce -Pine -Fir (G=0.42)
Main member thickness:
%= 1.500 in
Main member dowel bearing strength:
Fe = 3,350 psi
Main member dowel bearing length:
im = 1.140 in
Mode II
Mode 11T ,
A: 0.0007
A: 0.00096
8: 1.07
B: 0.57
C:-427.674
C.-253.623
P = 331 Ibs
Ms = 46.8 in-lbs
kaa 2-400
P•=_ 297lbs
Z= 138 Ibs
Ko = 2.400'
Duration Factor: Co = 1.6 Z= 124 Ibs
Mode III,
Mode IV
A� 000135
B: 0.000
C: -93.6
P = 263 Ibs
Ko = 2.400
Z= 110 Ibs
Allowable Design Value (ZCo): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow black
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
A:
0.00107
8:
0.5
C:
-267.699
Mm =
46.8 in-Ibs
P =
319 Ibs
Ko =
2.460
Z=
133 ibs
C*
distance
pacing
On)
2.00
1 4.00
2.00
130
161
4.00
163
202
Actual C To C spacing:
3.00 in
Allowable beslo'Value:
Z"= 155 Ibs/anchor (per Interpolation when needed)
Fastener type:
#10 Tek screw
Substrate:
18 GA, Steel
Tabulated design value:
Z= 1266 Ibs
Safety factor:
Fs= 4
Allowable Design Value (ZF,O:
Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity Is used for calculations to qualify anchors w/ur highercepaclty.
Anchor calculations, minimum required anchors
36.38 36.38
Al Al
A 17925
Al Al
72.75
37.50 36.38 '36.38 37.50
t -t T
,�YY_
Y_Y_
Al
A4
A4
Al
147.75 ._..... ... j
1 of 4
I
I
79.25
Design pressure: 60.0 psf
Zorn
Area
(fFz)
Load
(Ibs)
Ind.
(in)
Max-
O.C.
(in)
Anchor
Result
Cop.
(Ibs)
Load
I (Ibs)
Al
2.3
138
N/A
N/A
155
1
138
OK
Az
7.7
463
6.00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
154
1OK
Design pressure: 60.0 psf
Zone
Area
(fte)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
I QtY
Load
(Ibs)
Al
2A
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
155
4
117
OK
A4
2.3
23a.
N/A
N/A
155
1
138
OK
As
7.7
N/A
N/A
155
3
154
1 OK
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 woodfoid Rd. Manufacturer. Masonite
ceWswlle, NC 27023 Report #: 514008B
434-68"609 Date: 10/10/2017
rliomasfo-iriomaspe.com
Anchor. Locations:
Double door
i
79.25
i
2 of 4
.... 36.38 _-_.._..---
—-.._.__.. - - 36.38 - -- -- y
6.00 TYP. �. 6.00 TYP. - — 18.19 TYP. - -
3.007 {
f
6.00
����llltllill�ff
�5 R L O,y��i��.
.•.".•
O TAT OF •
"N. +�
//►t►tltl�
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Wooftrd Rd.
Lewisville, NC 27023
Manufacturer: Masonfte
434-688-0608 Report #: 514608B
rllomasna Irlomasoe.com Date: 10/10/2017
Double door with sidelites
3T.60 ....__.........-- -
-. i 6.75 TYP. - —{ i
I i 6.00 TYP. s.00 TYP.--}+--.... ..1 a� 9 7YP. —
I i
3.00 TYP.-•.-I
6.00
i
is,
MAX
o.o.
f
I
7s.25
3 of 4
" - 37.50
I
�• i
=r
ram'
TAT OF
C.
0.0
i
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto. Lomas P.E.
1432 Woodlad Rd.
Lewisville, NC 27023
434-688-0609
rllomasO.Irlomasoe.com
Installation instructions:
Manufacturer. Masonite
Report #: 514008B
Date: 10/10/2017
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WtTF.LSUFFICIIENT LENGTH TO.ACHIEVE A 1114" MINIMUM EMBEDMENT INTO SUBSTRATE.WITH 112"
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 2 112"
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.
Luis R. Lomas P.E.
4of4
FL No.: 62514
9/2/2020