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Product Aperoval Menu > Product or Apphcabun Search > Application List > Application Detail
FL It FL22513-R2
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
❑
Product Manufacturer
Masonite International
Address/Phone/Email
1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
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I I,.nJa Ituddin <l (IC ( )III lnc
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL #
22513.1
Model, Number or Name
04/16/2018
04/18/2018
04/24/2018
Description
HPC Wood -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o
Door Unit Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal size. When impact
resistance is required, hurricane protective system is required.
Door top rails stamped "HPC". See DWG-MA-FL0212 for details.
22513.2 Wood -edge Steel Side -Hinged Door
Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/-70
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 3'-0" x 8'-0" max nominal size. When impact
resistance is required, hurricane protective system not
required. See DWG-MA-FL0215 for details.
22513.3 Wood -edge Steel Side -Hinged Door
Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +45/-50
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 8'-0" max nominal size. When impact
resistance is required, hurricane protective system not required
on opaque panels, but is required on glazed sidelites. See
DWG-MA-FL0215 for details.
22513.4 Wood -edge Steel Side -Hinged Door
Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-45
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 8'-0" max nominal size. When impact
resistance is required, hurricane protective system not required
on opaque panels, but is required on glazed sidelites. See
DWG-MA-FL0215 for details.
22513.5 Wood -edge Steel Side -Hinged Door
Unit
Limits of Use
Approved for use in HVHZ: Yes
Certification Agency Certificate
A � NIr: prii
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
8'-0" Opaque I/S or O/S Single Door Unit
Certification Agency Certificate
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FI 7251 3 R2 II FL0215 ) tt
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514009"t
Created by Independent Third Party: Yes
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
i R rrn�tr 1
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
[J._Ft( 2L�L_v1 IF
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
F.22�513 R2 AC S140Q,T_pdf
Created by Independent Third Party: Yes
8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
I L 2 2 5 1R2 II FL(yl motif
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22 1 R2 AE1 �fff
Created by Independent Third Party: Yes
8'-0" 3/4 -Lite Glazed I/S or O/S Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FI 22513 R2 C CAC NI013747.06pdf
hp o ,,, llondahuddmcc,rg I)i 1" npp dda*I"'I'z am "(iI'.AV0,, I Dgtd, t\hI ei),4(,QI o,,nhlI)nlACi '-IS/Am'Igg" 191`) 20189A9 J2 AA11
Ilorida Building Gude Ondine
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-40
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 8'-0" max nominal size. When impact
resistance is required, hurricane protective system is required.
See DWG-MA-FL0217 for details.
22513.6 Wood -edge Steel Side -Hinged Door
Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/-70
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 3'-0" x 6'-8" max nominal size. When impact
resistance is required, hurricane protective system not
required. See DWG-MA-FL0211 for details.
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 11 1-1-021 /.Lidf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514007.12df
Created by Independent Third Party: Yes
6'-8" Opaque I/S or O/S Single Door
Certification Agency Certificate
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 f�_) iI_ FL0211.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
22513.7 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o
Unit Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal size. When impact
resistance is required, hurricane protective system not required
on opaque panels, but is required on glazed sidelites. See
DWG-MA-FL0211 for details.
Certification Agency Certificate
J?. _N14137A7_R1_la.d_f
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 II FL0211.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514008.I2df
Created by Independent Third Party: Yes
22513.8 Wood -edge Steel Side -Hinged Door 6'-8" 3/4 -Lite Glazed I/S or O/S Single or Double Door w/ or
Unit w/o Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal size. When impact
resistance is required, hurricane protective system is required.
See DWG-MA-FL0214 for details.
The State of Florida is an AA/EEO employer
Certification Agency Certificate
FL22513 R2 C CAC__ _ - , _: RLjiu if
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 I1 FL0214,pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
P
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here
Product Approval Accepts:
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.- N 17 V
L. Roberto Lomas P. E.
1432 Woodfo'd Rd
Manufacturer: Masonite
qm =
Lewisville, NC 27023
Report #: 514008
884 lbs/in
434-688-0609
Date: 05/01/2017
Nominal diameter:
d1.3;1las r Irlomaspe coi
0.190 in
Root diameter:
Test Report: N/A
0.152 in
Minimum required penetration:
Product: Double Door with and without sidettes 12'x6'8" (wood frame)
1.140 in
Side member: Douglas Fir
Scope:
Side member thickness:
1, =
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to
Side member dowel bearing strength:
the product described herein. These calculations comply with requirements
of the Florida Building Code.
Side member dowel bearing length:
Anchor capacity in shear condition:
1.000 in
Z=
Solid members w/ & w/out gap:
Ko = 2 400
K, =
a. With threads present in shear plane
Fastener type: #10 wood screw
(NDS 2012, TR12)
175 lbs
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: F„ = 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: tm= 1.500 in
Side member dowel bearing strength: F„ = 4,650 psi
Main member dowel bearing strength: FU, = 3,350 psi
Side member dowel bearing length: Is = 1.000 in
Main member dowel bearing length: Im = 1.140 in
Mode I,. Mode Is Mode II
Mode III, Mode III, Mode IV
qm = 636 5 lbs/in qs = 884 lbs/in A: 0.0007
A: 0.00096 A: 0.00107 A:
0.0014
P = 725.61 lbs p= 884 lbs B: 1.07
B: 0.57 B'. 0.5 B:
0.000
K„ = 2A00 Ko = 2.400 C: -427.67
C: -253.62 C: -267.7 C:
-93.6
Zm= 302 lbs Z,= 368 lbs P = 331 lbs
Ms = 46.8 in -lbs Mm= 46.8 in -lbs
Ka = 2.400
P = 297 lbs P = 319 lbs P =
263 lbs
Min. Design value: Z= 110 lbs Z= 138 lbs
KD = 2.400 Ko = 2.400 Ko =
2 400
Duration Factor: Co = 1.6
Z= 124 lbs Z= 133 lbs Z=
110 lbs
Allowable Design Value (ZCo); Z'= 175 lbs/anchor
Solid members w/ & w/out gap:
Mode Is
qm =
a. With threads present in shear plane
qs =
884 lbs/in
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:
1, =
1.000 in
Side member dowel bearing strength:
F,s =
4,650 psi
Side member dowel bearing length:
I, =
1.000 in
Mode I,..
Mode Is
qm =
11752 lbs/in
qs =
884 lbs/in
P =
13397 lbs
P=
884 lbs
Ko =
2.400
Ko =
2.400
Z,,,=
5582 lbs
Z,=
3681bs
61,850 psi
Min. Design value-
Z=
163 lbs
46.8 in -lbs
Duration Factor.
C' =
1.6
(NDS 2012, TR12)
Mode IIIA,
Mode III,
Gap:
g:
0.0000 in
Moment arm:
0.00033
0.0000 in
Screw bending yield strength:
Fr, =
80,000 psi
Main member: Steel strap/clip
Main member thickness:
tm =
0.048 in
Main member dowel bearing strength:
Fes„ =
61,850 psi
Main member dowel bearing length:
Im =
1.140 in
Mode II
Mode IIIA,
Mode III,
A:
0.0003
A: 0.00059
A:
0.00033
B:
1.07
B: 0.57
B:
0.5
C:
-4038.9
C: -3864.9
C:
-267.7
P =
2287 lbs
Ms = 46.8 in -lbs
Mm =
46.8 in -lbs
Ka =
2.400
P = 2126 lbs
P =
420 lbs
Z=
953 lbs
Ko = 2 400
K, =
2 400
Z= 886 lbs
Z=
175 lbs
Fosterer type- 1/4" ITW Topcon
Substrate: Hollow block
Edge distance:
4.00 in
Edge distance:
2.00 in
Actual edge distance:
2.50 in
Spacing:
4.00 in
Spacing:
2.00 in
Actual spacing:
3.00 in
NO A 16-1222.06
Minimum embedment: 1.25 in
Tabulated shear design value: Z = 202 Ibs
Tabulated shear design value: Z = 161 lbs
Reduction factor: 0.85
Tabulated shear design value: Z = 202 lbs
Tabulated shear design value: Z = 164 lbs
Reduction factor: 0.91
Allowable Design Value (Zf,,,): Z''= 155 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
1 of 3
Mode IV
A: 0.0006
B: 0.000
C: -93.6
P= 392 lbs
Ko = 2.400
Z= 163 lbs
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�•��\C ENS •s//i
. /0 5 1
-v' 6TATE�OF ,•Zu
Al
'�'�F•. �OR10P•GNis
•Z\�
101111 W'\
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
L. Roberto Lomas P. E.
1432 Woodford Rd
Manufacturer: Masonite
Lewisville. NC 27023
Report #: 514008
434-689-0609
Date: 05/01/2017
�_oire cir
Anchor calculations, minimum required anchors
36.38 36.38
Al Al
-Y A2 79.25
/Al Al
72.75
Design pressure 60.0 psf
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Al A4 A4 Al
1( A3
Y A5
Max.
Y_
Anchor
Area
Load
Ind.
A4
A4
Al
Zone
0. C.
Cap.
Load
Load
Result
Z
(ft)
(lbs)
(in)
Qty
(in)
(lbs)
(lbs)
A,
2.3
138
N/A
N/A
155
1
138
OK
Az
7.7
463
6.00
21.00
155
5
93
OK
A:
7.7
463
N/A
N/A
155
3
154
OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Al A4 A4 Al
1( A3
Y A5
Y_
Y_
Anchor
)
79.25
Al
A4
A4
Al
147.75
Anchor Locations:
79.25
2of3
Double door
36.38 - -- -- - - 36.38-
6. 00
6.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 13.00 TYP.
1
6.00
13.45
MAX. O.C.
i
6.00
Luis R. Lomas P.E.
FL No.. 62514
5/2/2017
Max.
Anchor
Area
Load
Ind.
Zone
0. C.
CaLoad
p
Result
(ft')
(lbs)
(in)
Qty
(in)
(lbs)
(lbs)
A,
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
155
4
117
OK
A4
2.3
138
N/A
N/A
155
1
138
OK
A5
7.7
463
N/A
N/A
155
3
154
OK
Double door
36.38 - -- -- - - 36.38-
6. 00
6.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 13.00 TYP.
1
6.00
13.45
MAX. O.C.
i
6.00
Luis R. Lomas P.E.
FL No.. 62514
5/2/2017
L. Roberto Lomas P. E.
1432 Woodford Rd
Lewisville. NC 27023
434-688-0609
rllomas6 lrlomaspe con)
Double door with sidelites
Manufacturer: Masonite
Report #: 514008
Date: 05/01/2017
37.50 36.38 36.38 37.50
18.75 TYP.
6.00 TYP. 6.00 TVP. 18.19 rm.
3.00 TYP.
6.I100T
13.45
WX O.C.
.25
L
6.00
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 3/16" 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.
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Luis R. Lomas P.E.
FL No.: 62514
5/2/2017