HomeMy WebLinkAboutNotice of Product Certification; Opaque Inswing or Outswing DoorNOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.:
1955 Powis Road Certification Date:
West Chicago, IL 60185 Expiration Date:
Revision Date:
NI007077.07-R3
05/22/2017
12/31/2025
07/27/2020
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites
x (w/Wood Frame or Worldwide Composite Frame' unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
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 Institute (ANSI).
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"
+60/-65
0 psf
Yes
NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
X
O/S
Opaque
3'0" x 6'8"
+60/-60
3.75 psf/ 6.0 psf 1
Yes
NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single
10.5 psf Z/9.0 psf 4
Maximum Panel Size: 3'0" x 6'8"
7.5 psfl
Anchor Details-MA-FL0170-07/W-1807/W-1835/ W-1860
XX
US
Opaque
6'0" x 6'8"
+50/-50.5
0 psf
Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XX
O/S
Opaque
6'0" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf l
Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double
8.25 psf 2/8.25 psf 4
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1 807/W-1 835
XO/OX
US
Opaque Door
6'0" x 6'8"
+50.51-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf I
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
8.25 psf z/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXO
US
Opaque Door
990" x 6'8"
+50.5/-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXO
O/S
Opaque Door
9'0" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
8.25 psf z/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXXO
US
Opaque Door
12'4" x 6'8"
+501-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXXO
O/S
Opaque Door
12'4" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf 1
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
8.25 psf Z/8.25 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
wenes Threshold Design a -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes 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:
1 I J MASONITC.
STORMGUARD FIBERGLASS 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. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING:
TFST nFC(`PIPTInn1 neeln\lean.,
SELF IGNITION TEMP
ASTM D1929
752 'F > 65O'F
842 'F > 650 'F
RATE OF BURNING
ASTM D635
0.56 IN .MIN
1.28 IN IN
SMOKE DENSITY
ASTM D2843
TENSILE STRENGTH*
ASTM D638
3.2% DIFF
1.8% DIFF,
S. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TFST nFcrPIPTInnI ncelr_ueane,
SELF IGNITION TEMP
ASTM D1929
779'F > 650 'F
RATE OF BURNING
ASTM D635 --
0.0 IN:MIN
SMOKE DENSITY
ASTM D2843
39.0%
TENSILE STRENGTH*.. :
_ ASTM D638
3.6% DIFF
ry 1— ILNMILC JIKtNUJN At ItK WtAINCKING
4500 HOURS XENON ARC METHOD 1
149' MAX. OVERALL FRAME WIDTH o co
O
2 D.L.O. MAX36,375" MAX. V Q
PANEL WIDTH 37.5" MAX. '¢ O
W/ASTRAGAL FRAME WIDTH Or ;1
1
iE
a
L9
°d
i
W � W
0
0
DOUBLE. DOOR UNIT W/S,112-F IL TES 0 a,
SINGLE III' UNIT 11 IIIi. UNIT SINGLElI1C lI \ III' AI \ ... //1' 1
DOUBLE DOOR UNIT WZSOELfTES
STRUCTURAL
WHERE WATER iNFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
_ INSWING
I ALL OUTSWING
INSWING
BUMPER O S
I Z-SERIES 0/S
HP 0S T4 S
HIGH DAM 0S
X
37.5
0.0
65.0
.
.
-0.0 +60
-60.0
+6
0
74
+50
N A
+25.0
-25.0
+4
.0XX
0
-50.5
+55.0
-50.5
OX orXO
75
5
5+6
..
.
...
+
0
0005
-55.55+-05
OXO
112.5
+50
...
.+...-0...0
A
+5
OXXO
149
0
+
.
A +5
5
5+
05
TABLE OF CONTENTS
SHEET #1
DESCRIPTION
1
2
PICA L ELEVATIONS & GENERAL NOTES
JANCHORING LOCATIONS & DETAILS
3 IANCHORING
LOCATIONS Sc DETAILS
.• I Y • //.y+1
KURT BALTHAZOR
FLORIDA P.E.
#56533
ar: SWS
BY:
NO NO.:
-M4—FLO170-07
OF
3--
SEE DETAIL
"C"
3" -
6" —
3"
SEE DETAIL
"E„
3"
6"
1
3" 3"
3"
r 3 j
-
6" 6"
...........
6"
w
Q
J
A
_
Q
w.
B.
O
B
Lu (3
O
g
6" 3"AW
A.
_
3"
3"
6"
6"
.:
INSWING •
1.482" I�
T
Z-SERIES O/S THRESHOLD
'F" -----
#10 x 5/8"
#10 x 5/8.
., #10 x 1..
#10 x 2-1/2"
#10 x I"
#10 x 5/8
DETAIL "C'
0,962"1
T
BUMPER O/S THRESHOLD
1.75" �1.047"
I
HIGH DAM O/S THRESHOLD
w
L.1
as SEE DETAIL
J "D"
A
w
w
It
O
� r^
a i
#8x2"
DETAIL "E" ASMGAL
ATTACH ASTRAGAL RETAINER .BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1
1.437"
T
HP O/S THRESHOLD
1, 37"
T4 O/S THRESHOLD
in
tEE DETAIL
C.
t=
w zo
6" of
'ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
1' NSOLATED CLASS
0.124' NEAT SfpQA1NET® DECORATWE NSERT
OMV EMLEX (NOA 20-05=01) - (OPTIONAL)
0.124' WffAT STREMDTFET&D " .0724' TEMP.
6ML, FOAM, OR. META. SPAM f/2' sm
DOW D9s:' :. DOW OAS
pffam ffi1FI6O8
T)Tq L GLAZING DETAIL
IMPACT &9LP GWSS
1' N9R.ATED CLASS
TAW MEAT STRUWHE RED DECARA111C DW"
0.O90' SW M (M01 20-OW 01) - :. (OPRONAL)
- Q
0.124' W6AT STRDCDlENED-.0124' TEMP,
DNd. FOAL OR METAL SPACER 1/2' BITE 1i
w 0
DOW 905 •j^./'� -.v DOW 905EXTEWR
DATE:
owc.:
ALTERNATE GLAZING DETAIL
,IMPACT
N.
DWG—MA—FLO170-07
OF
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, 1/4" TAPCONS, AND #10 TEK SCREWS.
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". TEK SCREW EDGE
DISTANCE MIN 1/2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE
3"
L
o
N
W d•
U
a SEE DETAIL
} "D" SHT. 2
� a•
W
W
x
0
a G`
to
3"
1.2N ", } e , x
MAX"
SHIM
CL i� .. MIN
0.25"
S SHIM
TYPICAL MASONRY CL
ANCHOR INSTALLATION
1X BUCK MASONRY
e • I " ANCHOR INSTALLATION
1 50"
3. 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".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
MIN `MAX"
SHIM
CL —I �—
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
HARDWARE RnWFDI 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"X7/2" CORRUGATED %10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
i ACRYLIC
LATEX
CAULK
ACRYLIC
TEX
CAULK CL
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3W000 SCREWS"
EACH END
fi-11.
INTEGRAL WOOD
MULLION (CHS)
(WOgD S2R1 2"
EACH END
INTEGRAL WW
MULLION (CHS)
Un
CL co
Ups
� J
W p^Q
0- 2
LU
scALE N.T.S.
owe. �: sws
CHK. By.
DWG-MA-FL0170-07
SHEET 3 OF 3
L. Roberto Lomas P. E.
1432 Woo4iford Rd.
Lewisville, NC 27023
434-688-0609
Manufacturer: Masonite
Report* 514010B
Date: 10/10/2017
rllomas(a)ldomaspe.com
Test Report. N/A
Product. Single door 3' x 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/ & w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2018, 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 (6=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: I, = 1.000 in
Main member dowel bearing length:
1m = 1.140 in
Made I,,, Mode I. Mode II
Mode III", Mode
III,
Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007
A: 0.00096 A:
0.00107
A: 0.00135
P = 725.61 Ibs P = 884 Ibs B: 1.07
B: 0.57 B:
0.5
B: 0.000
Ko = 2.400 Ko = 2.400 C:-427.674
C:-253.623 C:
-267.699
C: -93.6
Z.= 302 Ibs Z,= 368 Ibs P = 331 Ibs
Ms = 46.8 in-Ibs Mm =
46.8 in-Ibs
Ko = 2.400
P = 297 Ibs P =
319 Ibs
P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs
Ka = 2.400 Ko =
2.400
Ka = 2.400
Duration Factor: Co = 1.6
Z= 124 Ibs Z=
133 Ibs
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
edge
spaeing (in)
Substrate: Hollow block
distance
2.00
4.00
Minimum embedment: 1.25 in
2.00
130
161
Actual edge distance: 2.50 in
4.00
163
202
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 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchor; 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
I_
Al I 79.25
A2 A2
Al
1 of 3
Max.
Anchor
Area
Load
Ind.
Load
Zone
(ftZ)
(Ibs)
(in)
O.C.j(lbs)�
Result
(In)
(Ibs)
A3
2.3
195
N/A
N/A
2
98
OK
AZ
7.7
656
6.00
18.00
5
131
OK
EN
*. 0 51
TAT OF.
ZONAt}Ea��`�
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(oOrlomaspe.com
Anchor Locations:
79.25
2 of 3
— 36.38
-
6.00 TYP. — 6.00 TYP. -�
6.00
A
6.00
--- -----
" TAT OF
ONAI E�G�
�fifi tt
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd.
r
Lewisville, NC 27023
3of3
Manufacturer: Masonite
Report #: 514010B
434-688-0609 Date: 10/10/2017
rllomasCaNdomaspe.com
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.
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020