HomeMy WebLinkAboutAPPROVED FL22513.6 - EXTERIOR DOORS 14/5/2021
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FL # FL22513-R3
Application Type Revision
Code Version 2020
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/Small
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
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
TAS 202
TAS 203
Method 1 Option A
11/06/2020
11/09/2020
Year
1994
1994
1994
https:llwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA"/o3d°/a3d 113
4/5/202 i
Florida Building Code Online
Date Approved 11/17/2020
summary of Products
FL # Model, Number or Name Description
22513.1 HPC Wood -edge Steel Slde-Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o
Door Unit I 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 ralls stamped "HPC". See DWG-MA-FL0212 for details
Certification Agency Certificate
FL22513 R3 C CAC NI013747.01-R2,pdf
Quality Assurance Contract Expiration Date
06/30/2025
Installation Instructions
FL22513 R3 II FL0212.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R3 AE 514008B.pdf
Created by Independent Third Party: Yes
22513.2
Wood -edge Steel Side -Hinged Door
Unit
8'-0" Opaque I/S or O/S Single Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R3 C CAC N1013747,04-Rl.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2025
Design Pressure: +70/-70
Installation Instructions
other: Evaluated for use in locations adhering to the Florida
FL22513 R3 II FL0215.pdf
Building Code, Including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 3'-0" x 8'-0" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system not
FL22513 R3 AE 514009B.pdf
required. See DWG-MA-FL0215 for details.
Created by Independent Third Party: Yes
22513.3
wood -edge Steel Side -Hinged Door
Unit
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R3 C CAC NI013747.04-111.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2025
Design Pressure: +45/-50
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R3 II FL0215,pdf
Building Code, including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x a' -a" max nominal size. When Impact
Evaluation Reports
resistance is required, hurricane protective system not required
FL22513 R3 AE 5140078 pdf
on opaque panels, but Is required on glazed sidelites. See
Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
22513.4
Wood -edge Steel Side -Hinged Door
Unit
8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R3 C CAC NI013747.44-RI.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2025
Design Pressure: +50/-45
Installation Instructions
other: Evaluated for use in locations adhering to the Florida
FL22513 R3 II FL021S.pdF
Building Code, including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system not required
FL22513 R3 AE 514007B.pdf
on opaque panels, but is required on glazed sidelites. See
Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
22513.5
Wood -edge Steel Side -Hinged Door
Unit
8'4' 3/4-1-lte Glazed I/S or O/S Single or Double Door w/ or
w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R3 C CAC NI013747.06-Rl.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
06/30/2025
Design Pressure: +40/-40
Installation Instructions
Other: Evaluated for use In locations adhering to the Florida
FL22513 R3 If FL0217.pdf
Building Code, including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system is required.
FL22513 R3 AE 514007B.pdf
See DWG-MA-FL0217 for details.
Created by Independent Third Party: Yes
{ vI v 22513,6 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single Door
https:/Iwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d"/*3d 213
4/5/2021
Florida Building Code Online
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.
Certification Agency Certificate
FL22513 R3 C CAC N1013747-R2,pdf
Quality Assurance Contract Expiration Date
06/30/2025
Installation Instructions
FL22513 R3 II 1`1_0211.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R3 AE 51401011.pdf
Created by Independent Third Party: Yes
22513.7
Wood -edge Steel Slde-Hinged Door
Unit
6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o
Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R3 C CAC 1\11I013747-112.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2025
Design Pressure: -+55/-55
Installation Instructions
Other: Evaluated for use In locations adhering to the Florida
FL22513 R3 II FL021l,pdf
Building Code, including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system not required
FL22513 R3 AE 514008B,pdf
on opaque panels, but is required on glazed sidelites. See
Created by Independent Third Party: Yes
DWG-MA-FLO211 for details.
22513.8
Wood -edge Steel Side -Hinged Door
Unit
6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door W/ or
w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R3 C CAC NIO13747.03-R2.pdf
Approved for use outside HVHZ: Yes
Qua[ity Assurance Contract Expiration Date
Impact Resistant: No
06/30/2025
Design Pressure: +50/-50
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22513 R3 II FL0214.pdf
Building Code, including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6"-8" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system is required.
FL22513 R3 AE 51400813,pdf
See DWG-MA-FL0214 for details.
Created by Independent Third Party: Yes
track Text
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4S7-1824
The State of Florida Is an AA/FEO employer. Coa_yri ht 2007-2013 State of Florida :: Privacy 5tatement :: Accessibility Statement :: Refund Statement
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
mall to th#s entl[y. Instead, contact the office by phone or by traditional mall. 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 he made available to the public. To determine If you are a licensee under Chapter 455, ES„ please click here .
Product Approval Accepts:
rru w eCheck
Credit Card
Safe
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report A: 51401 OR
434-688-0609
Date: 10/1012017
rllom aso,irloma spe.cgm
Test Report. NIA
Product: Single door 3' x 68" (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 Cade.
Anchor capacity in shear condition:
Solid members W A w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NUS 2018,TR12)
Nominal diameter: D: 0.190 in
Gap: g: 0,0000 in
Rost diameter: Dr: 0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p: 1,140 in
Screw bending yield strength: Fyh = 90,000 psi
5ide member: Douglas Fir -Larch (6=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: Fr,,, = 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, Made IT
Mode III, Made IIT,
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
K, = 2.400 Ko = 2,400 C:-427.674
C:-253.623 C:-267.699
C: -93.6
Zm= 302 Ibs Z�= 368 Ibs P =. 331 Ibs
Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
ka = 2.400
P = 297 Ibs P = 319 Ibs
P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs
Kp = 2,400 Ko = 2.400
Ka = 2.400
Duration Factor: Ca 1.6
Z= 124lbs Z= 133lbs
Z= 110lbs
Allowable Design Value (ZCa): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Topcon
Tahulated values
N.O.A. 16-1222.06
edge
spacing (in)
Substrate: Hollow black
distance
2.00
4.00
Minimum embedment: 1.25 in
2,00
130
161
Actual edge distance: 2.50 in
4.00
163
W2
Actual C To C spacing: 3.00 in
Allowable. Design Value: Z' . m 155 Ibs/anchor (per Interpolation when needed)
Fastener type: #10 Tek screw
Substrate: IS GA, Steel
Tabulated design valve: Z= 1266 Ibs
Safely factor: Fs= 4
Allowable Design Value (Us): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 ibs/onchor
Note: Anchors with the least capacily is used for calculations to qualify anchors with
higher capacity.
Anchor calculations minimum re uirad anchors
36.38 Design pressure: 85.0 psf
I
EF] 79.2b
A2 A2
Al
1 of 3
Zone
Area
z
{ft }
Load
(tbs)
Ind.
(in)
Max.
O.C,
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
Al
2.3
195
N/A
NIA
155
2
9B
OK
A2
7.7
656
6.00
18.00
155
5
131
OK
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rilomas Iriomas e.com
Anchor Locations:
79.25
2of3
36.38
18.19
6.00 TYP. 6.00 TYP.
t
6.00
6.00
Manufacturer: Masonite
Report #: 514010t3
Date: 10M 012017
R - 10
*• 0 ., 1
TATE OF
0NA4������
Luis R. Lomas P.F.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
LmisvNe, NC 27023
434-680-0609
rllontas Wrlomaspe.com
Manufacturer: Masonite
Report #: 514010B
Date: 10/10/2017
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 112"
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 2112"
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=33KSIIFU=52KS1 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 MASONRYICONCRETE IS OPTIONAL.
9. WHERL SHIM OR BUCK THICKNESS IS LESS THAN 1-112" 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 1-112" 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 15 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.
3 of 3
4.-'TAT'
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Luis R. Lomas P.E.
FL No.: 62614
9/2/2020
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