HomeMy WebLinkAboutNotice Of Product Certification - 2021NOTICE OF PRODUCT CERTIFICATION
RECEIVED
C 2 3 CtTpany: Masonite International Corporation Certification No.: NI013747-112
1955 Powis Road Certification Date: 06/08/2017
` ` z"N i.ucie County West Chicago, IL 60185 �I COPY Expiration Date: 06/30/2025
N `1, 1 Permitting Revision Date: 07/27/2020
+Tt`'' =� Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(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 conformityto 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 ww-w.Namicertification.com. NAMI's
Certification Program is accredited by The American National Standards institnte. fANgn-
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
US
Opaque
3'0" x 6'8"
+70/-70
0.0 psf
Yes
ATLNC 1001.01-13
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0211-17
X
O/S
Opaque
3'0" x 6'8"
+70/-70
3.0 psf
Yes
ATLNC 1001.01-13/W-1857
Single
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
7.50 pSf 3.4.5
Anchor Details-DWG-MA-171,0211-17
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
690" 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"
7.50psf'
Anchor Details-DWG-MA-171,0211-17
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-2930-1
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 698"
Anchor Details-DWG-MA-FL0211-17
XO/OX
O/S
Opaque Door
6'0" x 698"
+551-55
3.0 psf Door
-Yes
NCTL-210-2930-1
Single w/Sidelite
Glazed Sidelite
4.5 psf'
Sidelite-No
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
7.50 psf
Anchor Details-DWG-MA-FL0211-17
OXO
I/S
Opaque Door
910" x 698"
+551-55
0 psf
Door -Yes
NCTL-210-2930-1
Single 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
OXO
O/S
Opaque Door
990" x 6'8"
+551-55
3.0 psf'
Door -Yes
NCTL-210-2930-1
Single 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 psf'
Anchor Details-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"
7.50psf'
Anchor Details-DWG-MA-FL0211-17
- 63u ea umuPE vu.sn,ug ,u.cs.,u,u L-"unuies z -aeries Gutswing 1 nresnota 3-th-uam uutswtng 1 hreshold 4-Pro'14'rhreshold 5-HP Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: ��"c/
1111 MASONITC.
WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA 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. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS, BUT IS REQUIRED ON SIDELITES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING:
TFST nF3(`RIDTInNI nccic.-
SELF IGNITION TEMP
ASTM D1929
740 F > 650 'F
RATE OF BURNING
ASTM D635
0.77 IN MIN
SMOKE DENSTfY
ASTM D2843
13 4%
TENSILE STRENGTH*
I ASTM D638
7.1% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
149" MAX. OVERALL FRAME WIDTH
O CD2 D.L.O. 36.375" MAX, J O< CD
ASTRAGAL rI FRAME WIDTH Z PANEL WIDTH 37.5" MAX. �
W _1
Lo � O
30
® ® ® ® z 4 U
W lT) U
m �
co
x .
�ci eon
rd
W V)
=W Qrc
DOUBLE DOOR UNIT W/SIDELI
TES =>I $�
DOUBLE DOOR UNIT 212GLE: Q0OR UNI
t. ._ WITH SIDEEIT
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE
RATING
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S
T4 0 S
HP BUMP 0 S
X
XX
37.5
+70.0 -70.0
+70.0
-70.0
N A
+20.0
-20.0 +30.0 -30.0 +50.0 -50.0 +50.0 -50.0
+50.0 -5D.0
74
+55.0 -55.0
N A
+20.0
-20.0 1 +30.0 -30.0 1 +50,0 -50.0 I
N A
IN A
OX or XO
75
+55.0 -55.0
+55
0
30
A
N A
.
5+55.0
+55.0
5
N A
222
0OXO
3.++50
0.0500-50
0
N A
N/A
749
-550
.
N A
+20.0
-20.0 +
N/A
N/A
TABLE OF CONTENTS
SHEET # DESCRIPTION
AftdmtoM
00 �;
_ �Ae
KURT BALTHAZOR
FLORIDA P.E.
#56533
SCALE: N.T.S.
DWG BY: SWS
CHI. BY:
DRAWING NO.:
DWG-MA-FLO211-1;
SMEET I OF
3" !z 6"3r 3 SEE DETAIL�3� 3" 6.
c 3"r. `I I— 3 t
SEE DETAIL
.c.
I _ _ I I
I I � s" 6"
s"
3" —•I
B
(q 1
B
6" 3.
0
w
a
ti
v
W
a SEE
Q
w
w
0
2
It
r 3" k '
3" — —
3. 3" 3" �3' 3.
g^ 6"
-7 SEE DETAIL #8 X 2"
#8 x 2" #10 x 5/8
#8 x 2" #10 x 5/8
#10 x 2-1/2' #10 x 1" DETAIL "E" ASTRAGAL
p ATTACH ASTRAGAL RETAINER BOLT
#10 x I" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D"
1
1.375"
0.962"1
1
1.437"
T
T
T
INSWING THRESHOLD
BUMPER O/S THRESHOLD
T4 0/S THRESHOLD
1.482"
�flm"'
,
1,75"
[�1.047"
1.437"
y
T
T
T
Z—SERIES O/S THRESHOLD
HIGH DAM O/S THRESHOLD
HP
O/S THRESHOLD
I. I N
V•
:EE DETAIL
C"
M7
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 0
ELASTOMER
g6 X 1-1/2' PHS �
HOT MELT v 1/2" SITE Aftr tDWM
ELASTOMER
EXTMIQ IWERIQB i?s6 SCALE: N.T.S.
TYPICAL GLAZING DETAIL DWG. SY: sws
NON —IMPACT GLASS CHK. BY.
DWG-MA-FLO211-17
SHEEP 2 OF 3
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".
6"A L j I-rl"6"
3" I 1;
o a
r;
a SEE DETAIL _
} "D" SHT. 2.
a 0-T
0
w
� n
o
3"
6°
HARDWARE SCHFDULF
1.25
MIN
_ 0..25"
SHIM
CL —I I_
mat"
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.
1M
IN
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.
VAX
;HIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1"X7/2" CORRUGATED jj10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
a
ALATEX
CAULK
ALLARTLIC
EX `
CAULK CL
1
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3 gIOX2-1/2"
OD SCREWS
EACH END
m
m m
INTEGRAL WOOD
MULLION (CHS)
DATE 5 26/17
SCAB. N.T.S.
DWG. BY. SINS
CHK. BY.
OF
Ilm
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
Manufacturer: Masonite
Report #: 514010B
434-688-0609 Date: 10/10/2017
rl lomas(cblrlomaspe.com
Test Report: N/A
Product. Single door Tx 6'8" (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.
Anchor capacity in shear condition:
Solid members w/ 3 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:
I, =
1.000 in
Mode I.
qm = 636.5 Ibs/in
P = 725.61 Ibs
KD = 2.400
Z.= 302lbs
Mode I,
qs = 884 Ibs/in
P = 884 Ibs
Ko = 2.400
Z,= 368lbs
Min. Design value: Z= 110 Ibs
Mode II
(ND5 2018, TR12)
Gap: g: 0.0000 in
Moment arm:
0.0000 in
Screw bending yield strength:
Fyb = 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 III.
Mode III,
Mode IV
A: 0.00135
8: 0.000
C: -93.6
P = 263 Ibs
KD = 2.400
Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCD): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
A: 0.0007
8: 1.07
C:-427.674
P = 331 Ibs
KD = 2.400
Z= 138 Ibs
A: 0.00096
8: 0.57
C:-253.623
Ms = 46.8 in-Ibs
P = 297 Ibs
KD = 2.400
A:
0.00107
8:
0.5
C:
-267.699
Mm =
46.8 in-Ibs
P =
319 Ibs
Kb =
2.400
edge
spacing (in)
Actual To C spacing:
3.00 in
Allowable Design 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 (Us):
Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacityis used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum reaufred anchors
36.38 Design pressure: 85.0 psf
i
A' 79.25
A2 A2
Al
1 of 3
Max.
Anchor
Area
Load
Ind.
Cap.
Qfi'
Load
Zone
z
(ft)
(Ibs)
(in)
0' C.
Result
(in)
(Ibs)
(Ibs)
Al
2.3
195
N/A
N/A
155
2
98
OK
AZ
7.7
656
6.00
18.00
155
1 5
131
OK
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 #: 514010B
434-688-0609 Date: 10/10/2017
rllomas()Irlomaspe.com
Anchor Locations:
36.38
18.19
6.00 TYP. � 6.00 7YP.
1
6.00
j
1 8"
j MAX
O.C.
I
J
79.25
I
6.00
I
2 of 3
R - I"LN.
�, •��C E N -9 Cpl.,
-�2
TATE OF •
ORIDt
��rrlll�l��
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-683-0609
rl lornas(a)Irlornasoe. corn
Installation instructions:
Manufacturer: Masonite
Report #: 514010B
Date: 10/10/2017
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 Frn=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.
3of3
S R • L b /ii
*4�-T
0 51 AT OF • �;
w
'0'� OR14P.'��`��
ONAL
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020