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FL # 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
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
t
Product Approval Method
11
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite. com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
Year
1994
TAS 202
1994
TAS 203
1994
Method 1 Option A
http:ciwww.floridabuilding.org pr pr app_dtl.aspx?param-wGl[CXQwtDgtdytNblepz46QEOwOhYDnH3i2f4ffe95AGs%2fx%2tSZXm21gg°,,3d°u3dl9 1`> 2018 8:49:42 AMI
Florida Building Code Online
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-FLO212 for details.
Certification Agency Certificate
13747.01 R7
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 II FL0212.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514008.pdf
Created by Independent Third Party: Yes
22513.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S or O/S Single Door Unit
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.
Certification Agency Certificate
FL22513 R2 C CAC NI013747.04.odf
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514009.pdf
Created by Independent Third Party: Yes
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
,.2513 R2 C CAC NI013747.04.pddf
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 II FL0215.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514007.odf
Created by Independent Third Party: Yes
8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL22513 R2 C CAC NI013747 04.df
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 II FL0215.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514007.pdf
Created by Independent Third Party: Yes
22513.5 Wood -edge Steel Side -Hinged Door 8'-0" 3/4 -Lite Glazed I/S or O/S Single or Double Door w/ or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22513 3 R2 C CAG NI013747.06 odf
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Florida Building Code Online
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 FL021 /,Wdf
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
FL22513 R2 C CAC NIQ1.LL .
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 II FL0211.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514010.Ddf
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
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.
22513.8 Wood -edge Steel Side -Hinged Door
Unit
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.
Contact
The State of Florida is an AA/EEO employer
Certification Agency Certificate
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22S13 R2 II FL0211.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
6'-8" 3/4 -Lite Glazed I/S or O/S Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
EL22513 R2 II FL0214.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
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:
rm U ® r+:rre
Credit Card
Safe
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L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomas(@lromaspe. com
Manufacturer: Masonite
Report #: 514010
Date: 05/01/2017
Test Report: N/A
Mode III„
Product: Single door Tx 6'8" (Wood Frame)
Mode IV
Scooe:
636.5 lbs/in
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:
A:
Solid members w/ 6 w/out gap:
A:
a. With threads present in shear plane
P =
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: Fp = 80,000 psi
Side member: Douglas Fir -Larch (G=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: Fes, = 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: Im = 1.140 in
Mode I,
Mode I,
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
8: 1.07
9: 0.57
8:
0.5
8:
0.000
Ko =
2.400
Ko = 2.400
C: -427.67
C: -253.62
C:
-267.7
C:
-93.6
Z.=
302 lbs
Z,= 368 lbs
P = 331 lbs
Ms = 46.8 in -lbs
Min=
46.8 in -lbs
Ko = 2.400
P = 297 lbs
P =
319 lbs
P =
263 lbs
Min. Design value:
Z= 110 lbs
Z= 138 lbs
Ko = 2.400
Ko =
2.400
Ko =
2.400
Duration Factor:
Co = 1.6
Z= 124 Obs
Z=
133 lbs
Z=
110 lbs
Allowable Design Value (ZCo): Z'=
175 lbs/anchor
Solid members w/ d w/out gap:
Mode I,
a. With threads present in shear plane
qm =
Fastener type: #10 wood screw
Nominal diameter:
D: 0.190 in
Root diameter:
Dr: 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,
Mode I,
Mode II
qm =
11752 lbs/in
qs =
884 lbs/in
A: 0.0003
P =
13397 lbs
P=
884 lbs
8: 1.07
Ko =
2.400
Ko =
2.400
C: -4038.9
Z„=
5582 lbs
Z;
368 lbs
P = 2287 lbs
Ms = 46.8 in -lbs Mm =
46.8 in -lbs
P = 2126 lbs P =
420 lbs
Ko = 2.400
2.400
Min. Design value:
Z=
163 lbs
Z= 953 lbs
Duration Factor:
Co =
1.6
(NDS 2012, TR12)
2.50 in
4.00 in
Gap'.
g: 0.0000 in
Moment arm:
0.0000 in
Screw bending yield strength:
Fb = 80,000 psi
Main member:
Steel strap/clip
Main member thickness:
tm = 0.048 in
Main member dowel bearing strength:
F„n = 61,850 psi
Main member dowel bearing length:
1m = 1.140 in
Mode IIIA, Mode III,
A: 0.00059 A:
0.00033
8: 0.57 8:
0.5
C: -3864.9 C:
-267.7
Ms = 46.8 in -lbs Mm =
46.8 in -lbs
P = 2126 lbs P =
420 lbs
Ko = 2.400 Ko =
2.400
Z= 886 lbs Z=
175 lbs
Fastener type: 1/4" IT'W Topcon 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 lbs
Edge distance: 2.00 in Tabulated shear design value: Z = 161 lbs
I R d 085
Mode IV
A: 0.0006
8: 0.000
C: -93.6
P= 392 lbs
Ko = 2.400
Z= 163 lbs
Actua edge distance.
Spacing:
2.50 in
4.00 in
a uctwn factor.
Tabulated design Z = 202 lbs
, I I I I I
//
Anchor
Result
shear value:
\�\\ R C
2.3
Spacing:
2.00 in
Tabulated shear design value: Z = 164 Obs
155 2 98
OK
Actual spacing:
3.00 in
Reduction factor: 0.91
` . \!✓ E N
. '(P ,
Allowable Design Value (Zf„,J:
Z"=
155 lbs/anchor
Z
'� • /�
e�
A
r
Note: Anchors 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
T
]AI 79.25
All
1 of 2
Zone
Area
(ft')
Load
(lbs)
Ind.
(in)(in)
max.
O.C.
Anchor
Result
Cap. Load
(lbs) Qty
(lbs)
A,
2.3
195
N/A
N/A
155 2 98
OK
A2
7.7
656
6.00
18.00
155 5 131
OK
TAT 0cc
r
Z0 R Mt.' • ��'\��
ss�NAt'E�G\�\
11111
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
rllom�+s.�lrinmasr�e cam
Anchor Locations.
6.00 TYP.
6.00
13.45
MAX. O.C.
79.25
36.38
18.16
6.00 TYP.
Manufacturer: Masonite
Report #: 514010
Date: 05/0112017
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