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FtA FL# FL22513-R3
L Application Type Revision REVIEWED FOR
Code Version 2020 Approved j�1/ ��'J1 B//��®��®Application Status .Approved by DBPR.Approvals II-be rev®e �U�by the PO-C9 or he Commission if
necessary. T. Ltf�RCIE
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Archived -013
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Product Manufacturer Masonite Intemational
Address/Phone/Email 1955 Powls Road
West Chicago,IL 60185
(800)663-3667
sschrelber@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
Date Submitted 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
Date Approved 11/17/2020
Summary of Products
_........._..._......
— _""------ --
FL# i Model,Number or Name Description '
�...._.__ —..._..---._..._.._ _._................. --........---- -------
22513.1 HPC Wood-edge Steel Side-Hinged Door Unit 6'-8"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 FL22S13 R3 C CAC NI013747 01-R2 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
j Impact Resistant:No 06/30/2025
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use In locations adhering to the Florida Building Code,Including the High FL22513 R3 II FL0212 Ddf
i Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.12'-0"x 6'-8"max nominal size.When Impact resistance Is required,hurricane protective Created by Independent Third Party: j
system Is required.Door top ralis stamped"HPC".See DWG-MA-FLo212 for details. Evaluation Reports
Create 3 y I de 51dent Third
Created by Independent Third Party:Yes
22513.2 I 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 F513 R3 C CAC NI013747 04-RS pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 06/30/2025 '
Design Pressure:+70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code,Including the High FL22513 R3 II FL0215.Ddf
Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
i listed.3'-0"x 8'-0"max nominal size.When Impact resistance Is required,hurricane protective Created by Independent Third Party:
system not required.See DWG-MA-FL0215 for details. Evaluation Reports
FL22513 R3 AE 514009B.pd( i
_._ Created by Independent Third Party:Yes
�.
22513.3 1 Wood-edge Steel Side-Hinged Door Unit 8'-0"OpaqueI/S Single or Double Door w/or w/o Sidelites t
I ----_ —_ __...._ ...._._.______
Limits of Use Certification Agency Certificate [
Approved for use in HVHZ:Yes
Approved for use outside HVHZ:Yes FL22513 R3 C CAC NI013747.04-Rl.Ddf
E pp Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 06/30/2025
Design Pressure:+45/-50 Installation Instructions
i Other:Evaluated for use in locations adhering to the Florida Building Code,Including the High FL22513 R3 II FL0215.pdf
!Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
l listed.12'-0"ii 8'-0"max nominal size.When Impact resistance is required,hurricane protective Created by Independent Third Party:
j system not required on opaque panels,but is required on glazed sldelites.See DWG-MA-FLO215 Evaluation Reports
i for details. FL22513 R3 AE 5140078.p�f
Created by Independent Third Party:Yes
j 22513.4 !Wood-edge Steel Side-Hinged Door Unit 8'-0'Opaque CIS 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-Rl.Ddf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
i Design Pressure:+50/-45 Installation Instructions
I Other:Evaluated for use In locations adhering to the Florida Building Code,Including the High FL22513 R3 II FL021S.pdf
i Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.12'-0"x 8'-0"max nominal size.When Impact resistance is required,hurricane protective Created by Independent Third Party:
system not required on opaque panels,but is required on glazed sidelites.See DWG-MA-FL0215 Evaluation Reports
for details. FL22513 R3 AE 514007B.Ddf
Created by Independent Third Party:Yes
i 22S13.5 !Wood-edge Steel Side-Hinged Door Unit 8'-0"3/4-Cite 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.Ddf
I 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 Building Code,Including the High FL22513 R3 11 FLOZ37.D4f [
EVelocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.12'-0"x 8'-0"max nominal size.When Impact resistance is required,hurricane protective Created by Independent Third Party:
system is required.See DWG-MA-FL0217 for details. Evaluation Reports
FL22513 R3 AE 514007B.p&f
Created by Independent Third Party:Yes
-27 j 22513.6 j Wood-edge Steel Side-Hinged Door Unit 6'-B"Opaque I/S or O/S Single Door
!Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC Ni013747-R2.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 Building Code,Including the High FL22513 R3 II FL0211.pAf
Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
I listed.3'-0"x 6'-8"max nominal size.When impact resistance is required,hurricane protective Created by Independent Third Party:
I system not required.See DWG-MA-FL0211 for details. Evaluation Reports
j FL22513 R3 AE 514010B udf
Created by Independent Third Party:Yes
i
1122513.7 I Wood-edge Steel Side-Hinged Door Unit 6'-B"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites
l Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL22513 R3 C CAC NI013747-R2.(Zdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure:+55/-SS Installation Instructions
j Other:Evaluated for use In locations adhering to the Florida Building Code,Including the High FL22513 R3 11 FL0211.odf
l Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.12'-0"x 6'-B"max nominal size.When Impact resistance is required,hurricane protective Created by Independent Third Party:
'system not required on opaque panels,but is required on glazed sldelites.See DWG-MA-FL0211 Evaluation Reports
!for details. FL22513 R3 AE 514008B.odf
Created by Independent Third Party:Yes
22513.8 Wood-edge Steel Side-Hinged Door Unit 6'-B"3/4-1-lte Glazed I/S or O/S Single or Double Door w/or w/o Sidelites
Limps of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC N1013747.03-R2.pdf
Approved for use outside HVHZ:Yes Quality 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 Building Code,Including the High FL22513 R3 I1 FL0214.pj
I Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.12'-0"x 6'-8"max nominal size.When Impact resistance Is required,hurricane protective Created by Independent Third Party:
system Is required.See DWG-MA-FL0214 for details. Evaluation Reports
FL22513 R3 AE 5140088 Af Created by Independent Titird Party:Yes
beck Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:SS0-087-1024
The State or Florida Is an AA(EEO employer.Caovriaht 2007-2013 State of Florida::PH—Statement::Aaess lillity Statement::Refund Statement
Under 1111da law,email addresses are public records.If you do not want your e-mail address released In response to a pub0orecurds request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have
any questions,please mntad 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 email,pmrided
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 on be made available to the public.To
determine If you are a licensee under Chapter 455,F.S.,please click btm.•
P oduQ Apprgyel Arcepb:
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Credit Card
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1 1 1 1 MASONITC. 749'MAX. OVERALL FRAME WIDTH O f
O
WOOD-EDGE STEEL DOOR UNIT 21 MAX 36.375" MAX.
D.L.O. 37.5" MAX. ¢ O
6'-B"DOUBLE DOOR WITH/WITHOUT SIDELITES --PANEL WIDTH-{W/ASTRAGAL FRAME WIDTH_
GENERAL NOTES c
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE IW� Q(Qj
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o fL U
Lo
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION + p
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS, BUT IS REQUIRED ON SIDELITES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
W too
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION UTE FRAME
SELF IGNITION TEMP i ASTM D1929 .740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN IN a
SMOKE DENSITY ASTM 02843 13.4% m
TENSILE STRENGTH* ASTM D638 1 7.1% DIFF $u w y
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING `: c1
4500 HOURS XENON ARC METHOD 1 �y
DOUBLE DOOR UNIT W/SIDELITES o
d a
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® ® ® ® ® ® ® ® ® ® ® ® ® ® ® M
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SINQ E DOOR UNIT DOUBLE DOOR UNIT DINGLE DOOR UNIT 51N(LE DOOR UN R SINGLE DOOR UNIT W/ ID 17 s DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELI7E WITH SIDEUTE O
cdtOQ
WHERE WATER INFILTRATION PERFORMANCE IS I.d
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG I MAX WIDTH INSWING OUTSWING INSWING I BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 5 T4 0 S HP BUMP 0 S
X 37.5 +70 -70.0 ++7505..00 -5750.00 NN AA +20. -2200..00 + 0.0 -30.0 +50.0 -50.0 +50. 50.0 A
50.0
XX 74 +5 -50.0 A+20 -20 +30.0 -30.0 +50.0 N
2
+30.0 -30.0 +50.0 -50.0 N/A
+55.0 N A + 0.0 -20.0 +30. +50.0 -50.0+20.0OX or XO 7 +55.0 NI
OXO 112.5
OXXO 149 +55.0 -55.0 N +30.0 -30.0 +50.0 -50.0 N A N/A DATE: 5 26 17
J SCALE: N.T.S.
TABLE OF CONTENTS AddedntoW)A Tim je Owc.BY: SWS
CBldle'�Itli NQ:. 0 CHK.BY:
SHEET DESCRIPTION KURT BALTHAZOR omwm No.;
1 TYPICAL ELEVATIONS & GENERAL NOTES D FLORIDA P.E. DWG-MA-Fio211-1;
2 ANCHORING LOCATIONS & DETAILS J56533
3 ANCHORING LOCATIONS & DETAILS SHE 1 OF 3
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3' 3" 3,. 3" 3" e
-f 3" 3' 6' 6" ¢
6" 6" a a
SEE DETAIL "'III ll ll8 x 2 m
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH v7
#8 x 2 #10 x. 5/8" THE THRESHOLD & INTO THE o
STRUCTURE DEEP ENOUGH x
#10 x 5/8" FOR A 1.375" THROW W
#8 x 2" #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL = v
- #10 x 2-1/2" • ATTACH ASTRAGAL RETAINER BOLT o u
• #10 x 1" STRIKE PLATE TO FRAME W
#10 x 5/8" AS SHOWN. g
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DETAIL "C'
DETAIL "D" °o
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a-
HOT MELT
1 0.962"I ELA5TOMER�. �
1.375" 1.437" g6 x 1-1/2^PHS
T T T
INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O//S THRESHOLD HOT MELT-"., .., +/2'BITE AOdendmlotdW aZ
ELASTOMER
DATE: 5 6117
1.462" a 1.75' 2�j;j1047" IO �ERID Ste: N.T.S.
- 1.437" TYPICAL GLAZING DETAIL DWG.BY' SWS
T T T FT-V� NON-IMPACT-GLASS GHK•BY.
Z-SERIES 0/S THRESHOLD HIGH DAM OL THRESHOLD HP 0 S THRESHOLD DG-M
f DWG-MA-FL0271-ii
SHEET 2 DF•.,3
L0
SEE DETAIL _ .3 6° `6" � 00
"E" SHT. 2 L -.� { 3" — 3" .0
3"- 6 I 3" I i 3,. J Q O
6., 6" 6" I 6" 6" f —o
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SEE DETAIL — A W � f o
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6.
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NAM N ��
3" 3" 3" 3..6'. 6" 3" - I—3"' F $2
SEE DETAIL — 6" o ao 0fel "F" SHT. 2 6 a na
HARDWARE SCHEDULE m�
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND � t uNxm
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. go
ATTACHMENT DETAIL 1.25" 1 2. 4" X 4" FULL MORTISE BUTT HINGES. w o
MIN 1' _
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, e —MAX 1^x1/2" CORRUGATED 1Ox2" WOOD SCREW O W
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END fi FROM EACH END U= c
(FLORIDA #62514) WITH THE LOWEST (LEAST) . I �� AND 7^ oc • AND 12 oc
cL
FASTENER RATING FROM THE DIFFERENT FASTENERS }
BEING CONSIDERED FOR USE. JAMB, HEAD, AND "'< ACRYuc a¢ c
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT .INCLUDE cnuLlxc
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CA — ` _w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAUL
K CL
WOOD SCREW EDGE DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD
"• MULLION (BOXED) MULLION (BOXED)
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.510"�
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT --M25" (3 CJ1Ox2-1/2" map,
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM OEOACH END
OFS Z}
MINIMUM EMBEDMENT OF 1-1/4". CL I— Y• �— DATE 5/26/17
1{
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® I sca.e N.T.S.
TRANSFER LOADS TO STRUCTURE. M. BY: SINS
CHK4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® DRA BY:
WINGANCHOR'INSTALLATION WG-M NO.:
INTEGRAL WOOD DWG-MA-FL02P7-1;
MULLION (CHS)
snEET 3 OF 3