HomeMy WebLinkAboutNotice of Product CertificationU(ct (iGC`S{3.lio
NOTICE OF PRODUCT CERTIFICATION
oirn
} R���Com Company: Masonite International Cor orati -R1f.1955 Powis Road ertification Date: 06/08/2017
West Chicago, IL 60185 JAN 2 12020
xpiration Date: 06/30/2021
evision Date: 04/13/20.18
de CPer ou , 1ng
Product: Wood
arxtatt ::r'
' p (w/Wood Frame unless noted) �30? QL'5 J i�t t1�
z . Specification: TAS 201/202/203-94 ��`� '
�`t= P
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 Pro ram is accredited by The American National Standards institute fANS111
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
I/S
Opaque
3'0" x 6'8"
+7000
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 pSf3,4.5
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 psF
Yes
NCTL-210-2930-1
Double
4.5 psf'
Maximum
7.50 psf'
Anchor Detailsa
Details-MA-FL0211-17
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 6'8"
Anchor Details-DWG-MA-FL0211-17
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+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"
7.50psf'
AnchorDetails-DWG-MA-FL0211-17
OXO
I/S
Opaque Door
910" x 6'8"
+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
9'0" 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"
7.50psf'
Anchor Details-DWG-MA-FL0211-17
OXXO
I/S
Opaque Door
12'4" x 6'8"
+55/-55
0 psf
Door -Yes
NCTL-210-2930-1
Doable w/Sidelites
Glaze&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 psF
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
Bumper Outswmg Threshold 2 -Denotes 7 Series Outswing Threshold 3-11i-Dam Outswing Threshold 4-Pro T4 Threshold 5-11P Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial IlighwayMayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Y
1111 MASONITC.
WOOD -EDGE STEEL DOOR UNIT
W-8" DOUBLE DOOR WITH / WITHOUT SIDEUTES
MERA� L NOTE
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. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES•
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH HURRICANE PROTECTIVE VELOCITY
YSTEM HURRICANE
NOT REQUIRED (ON ZO 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.
5. PLASTICS TESTING:
TCCT nrcfoIDTn
SELF IGNITION TEMR
ASTM D1929
842 'F > 6,90 'F
RATE OF BURNING
ASTM D635
1.28 IN/MIN
SMOKE DENSITY
AS1M D2843
70.2%
TENSILE STRENGTH-
ASTM D638
1.8% DIFF
- wmrr 'IvL ILNWLE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
IL �I Cal 41 IN I L ICI LI
:!I1 �� III �I .III I11 �i 11
III �1! Ili ill ►'ll II III III
TABLE OF CONTENTS
HEET /! nrenoior ..
149' AM. OVERALL FRAME WIDTH
21 MAX 36.375 MAX,
D.L.O. —PANEL WIDTH 37.5" MAX.
W/ASTRAGAL I FRAME WIDTH —'
�n
all
zd
Ad ud�w'
MILE DOOR UNIT W SID IITFS
SINGLE DOOR UNIT W/SjpFf.ITES
I/± LD7
N-T S.
i' _: SWSY:KURT BALTHAZOR G NO.:FLORIDA P.E. MA_FL0211-
#56533
1 OF 3
v
SEE DETAIL
"C" SHT. 2
10
O
U
n`t SEE DETAIL
r "D" SHT. 2
J
cy
O'
ul
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ip
I
n
ui
6"
3"
1 If
I I
6„ 6„
II fj
I I I
O
I I I It
g
tl 1 f
3" A3"g _ 6" 3�.
NARIIWARF' c r'WFT1111 E
ATTACHMENT DETAIL 1.25
IN 75
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, — Max"
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL _,�
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 TYPICAL MASONRY
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1MN"
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.
c
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.
0..25"
SHIM
CL —I
may:
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
ALATEXC
CAULK
ACRYLIC
LATEX
CAULK CL
-i
COMBINATION WOOD COMBINATION WOOD
MULLION (BOX)��//ED) MULLION (BOXED)
(3W0 D CREWS"
EACH END Adden&mtoNq�fi
'j Do yl
®J
INTEGRAL WOOD
MULLION (CHS)
N.T.S.
BY: SIMS
BY:
NG NO.:
-MA-FL0211-17
-3 OF 3
6";. L SEE DETAIL �� 3" --{ � 6"
-I
3"
SEE DETAI
"C"
3"
"F"
#8 x 2" #10 x 5/8"
#8 x 2" #10 x 5/8"
#10 x 1"
#10 x 2-1/2"
#10 x 1"
#10 x 5/8"
DETAIL "C"
DETAIL "D'
w
a SEE
w
w
0
a
9"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1
1
1.375"
0.9621
1.437"
T
T�
T
INSWING THRESHOLD
BUMPER
O/S THRESHOLD
T4 0./S THRESHOLD
1
1
1
1.482"
1.75"
11 A47"
1.437"
T
T
T
Z-SERIES 0/S THRESHOLD
HIGH DAM
O/S THRESHOLD
HE O/S THRESHOLD
1H N
d"
10
ui
G
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 T" ASTRAGAL
HOT MELT
EL STOMER
#6 X 1-1/2' PHS
HDT MELT 1/2' SITE
ELASTOMER
0=10 Halos
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
Adde1'dumtoNAhp '
DEtBRer
a 00
0
U p�
0 J
O a[:`
cc
Lu n _TU
CL -L
1.2LoU
66; �-
Lu
DWG. BY: SWS
CHK. 6Y:
ORAWMD NO.:
DWG—MA—FLO21 1 —1
sHEEr 2 OF 3
L. Roberto Lomas P. E.
1432 Woodford Rd.
` Lewisville, NC 27023
434-688-0609
rllomas(-)Irlomaspe.com
Manufacturer: Masonite
Report #: 514010
Date: 05/01/2017
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/ 6 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 (G=0.50)
Main member: Spruce -Pine -Fir (G=0.42)
Side member thickness: t,= 1,000 in
Main member thickness: tm= 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: I, = 1.000 in
Main member dowel bearing length: 1m = 1.140 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
Duration Factor: C = 16
Mode II
A: 0.0007
B: 1.07
C:-427.67
P = 331 Ibs
Ko = 2.400
Z= 138 Ibs
Mode IIIm
A: 0.00096
8: 0.57
C:-253.62
Ms= 46.8 in-Ibs
P = 297 Ibs
Ko = 2.400
Z= 124 Ibs
Mode III,
A: 0.00107
B: 0.5
C: -267.7
Mm = 46.8 in-Ibs
P = 319 Ibs
Ko = 2.400
Z= 133 Ibs
Mode IV
A: 0.0014
B: 0.000
C: -93.6
P = 263 Ibs
KD = 2.400
Z= 110 Ibs
D
Allowable Design Value (ZCo):
Z'=
175 Ibs/anchor
Solid members w/ h 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:
Or:
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 (fr--0.50)
Main member: Steel strap/clip
Side member thickness:
t,=
1.000 in
Main member thickness:.
%=
0.048 in
Side member dowel bedring strength:
F. =
4,650 psi
Main member dowel bearing strength:
F,,,, =
61,850 psi
Side member dowel bearing length:
1, =
1.000 in
Main member dowel bearing length:
1m =
1.140 in
Mode Im
qm = 11752 Ibs/in
P = 13397 Ibs
Ko = 2.400
Z",= 5582lbs
Mode I,
qs = 884 Ibs/in
P = 884 Ibs
Ko = 2.400
Z,= 368 Ibs
Min Design value: Z= 163 Ibs
Made II
A: 0.0003
B: 1.07
C:-4038.9
P = 2287 Ibs
Ko = 2.400
Z= 953lbs
Duration Factor: Co = 16
Made III„
Mode In,
Mode IV
A: 0.00059
A: 0.00033
A:
0.0006
B: 0.57
B: 0.5
B:
0.000
C:-3864.9
C: -267.7
C:
-93.6
Ms = 46.8 in-Ibs
Mm = 46.8 in-Ibs
P = 2126 Ibs
P = 420 Ibs
P =
392 Ibs
Ko = 2.400
Ko = 2.400
KD =
2,400
Z= 886lbs
Z= 175lbs
Z=
163lbs
Allowable Design Value (ZCo): Z.=
262 Ibs/anchor
Fastener type. 1/4" IPW Tapcon N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment:
1.25 in
Edge distance: 4.00 in
Tabulated shear design value: Z =
202 Ibs
Edge distance: 2.00 in
Tabulated shear design value: Z =
161 Ibs
Actual edge distance: 2.50 in
Reduction factor:
0.85
Spacing: 4.00 in
Tabulated shear design value: Z =
202 Ibs
Spacing: 2.00 in
Tabulated shear design value: Z =
164 Ibs
`
C• ■ ///
Actual spacing: 3.00 in
Reduction factor:
0.91
`��� ♦ \('j G s ..(P
Allowable Design Value (Zf,o: Z"=
155 Ibs/anchor
.� '♦
Minimum anchor capacity:
155 Ibs/anchor
s * • 0 51 •
Note: Anchors with the least capacity is used for calculations
to qualify anchors with higher capacity.
w
TAT OF • cc,
Anchor calculations. minimum required anchors
/ •
i�j��s 4P ORl� '
36.38
Design pressure: 85.0 psf
01`
' Al -•-_\
A2YA2 79.25
Al
///js/0NAI.`�V\�
Luis R. Lomas P.E.
FL No.: 62514
1 of 2 5/2/2017
Zone
Area
(ftz)
Load
(Ibs)
Ind.
rn)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
I (Ibs)
Al
2.3
195
N/A
N/A
155
2
98
OK
A,
7.7
656
6.00
18.00
155
5
131
OK
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomasA-Irlomaspe.com
Anchor Locations:
36.38
18.�9
6.00 TYP. 6.00 TYP.
6.00
-r—
13.45
MAX. O.C.
79.25
i
6.00
Installation Instructions:
Manufacturer: Masonite
Report #: 514010
Date: 05/01/2017
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 3116" 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=2,000PSI 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.
-2of2
G
TAT
4
ORIOP
AL,��`�
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017