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Product Approval USER:Public User (V/�
P•d R Ap I M >proCatt or Ae Iicatlo,S111h>Qpollcatlon List>Appllcetlan eem File Copy
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FL# FL22513-R3 ,fig
Application Type Revision REVIEWED F9 ■ _
Code Version 2020 {'w��Qr�L ��9•••///
Application Status Approved-Approved by DBPR.Approvals II h�reviewed and ratifled� C�or he Commission if
necessary. T. L CIE COUNTY
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis 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/Emall
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_P_roducts __
FL# i Model,Number or Name Description
------` —i-- '— -- ------ ---
122513.1 !.HPC Wood-edge Steel Side-Hinged Doer Unit 6'-B"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 N1013747.01-R2.pdt t
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Ik{
i Impact Resistant:No 06/30/2025
i Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code,including the High FL22513 R3 11 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:
system is required.Door top ralis stamped"HPC".See DWG-MA-FL0212 for details. Evaluation Reports
FL22513 R3 AE 5140086.pdf i
Created by Independent Third Party:Yes _ _.
_.....__. .._.__.....__ .............. ..._.._........-
22513.2 LWood-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 NI013747 04-RI 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 FL021S.Ddf
Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
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 5140098 pdf
i Created by Independent Third Party:Yes
22513.3 i 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 f
Approved for use in HVHZ:Yes FLZ2513 R3 C CAC NI013747.04-Rl.odf
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 06/30/2025
Design Pressure:+45/-50 Installation Instructions
tOther:Evaluated for use in locations adhering to the Florida Building Code,including the High F1 22511 113 II FL0215.,ru
Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
I 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 I
j for details. Create 3 y I AE Independent
hind --_—__--
Created by Independent Third Party:Yes
22513.4 Wood-edge Steel Side-Hinged Door Unit 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
I Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC Nf013747.04-Rl.Dd
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 I1 FL0215.odf
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: i
1 system not required on opaque panels,but is required on glazed sidelites.See DWG-MA-FL0215 Evaluation Reports
ifor details. FL22513 R3 AE 514007B.pdf
( Created by Independent Third Party:Yes
22513.5 Wood-edge Steel Side-Hinged Door Unit 8'-0"3/4-Lite Glazed 1/S or O/S Single or Double Door w/or w/o Sidelites
i Limits of Use Certification Agency Certificate
L22513 R3 C CAC Approved for use In HVHZ:Yes F NI013747 06-Rl.od
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:No 06/30/2025
iDesign Pressure:+40/-40 Installation Instructions
I Other:Evaluated for use In locations adhering to the Florida Building Code,including the High FL22513 R3 II FL0217.pd
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 is required.See DWG-MA-FL0217 for details. Evaluation Reports
FL22513 R3 AE 514007B.pd
i Created by Independent Third Party:Yes
..................-- '— -_...__..._.— ---.._......_.. ................................------
1 22513.E .Woad-edge Steel Side-Hinged Door Unit ^_ 6'-8"Opaque I/5 or O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL22513 R3 C CAC NI013747-R2.pgf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure:+70/-70 Installation Instructions
I Other:Evaluated for use in locations adhering to the Florida Building Code,Including the High FL22513 R3 II FL0211.gdf
Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.3'-0"x 6'-B"max nominal size.When Impact resistance is required,hurricane protective Created by Independent Third Party:
system not required.See DWG-MA-FL0211 for details. Evaluation Reports
FL22513 R3'AE 514010B.Ddf
Created by Independent Third Party:Yes
2251� _Wood-edge Steel Side-Hinged Door Unit 6'-B"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites _
Limits of Use Certification Agency Certificate
Approved for useln HVHZ:Yes FL22513 R A NI01 747-R .gdf
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 Building Code,Including the High EL22513 R3 II FL0211.odf
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 not required on opaque panels,but is required on glazed sidelites.See DWG-MA-FL0211 Evaluation Reports
for details. FL22513 R3 AE 514008B.12dF
I Created by Independent Third Party:Yes
122513.8 Wood-edge Steel Side-Hinged Door Unit 6'-8"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 NI013747.03-R2.pd
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 II FL0214.pdf
Velocity Hurricane Zone,and where pressure requirements do not exceed the design pressures Verified By:National Accreditation&Management Institute
listed.12'-0"x8"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 514008B.pf
Created by Independent Thud Party:Yes
Dock next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-087-1824
The State of Florida Is an AA/EE0 employer.coovriaht 2007-2013 State of Florida.::Pdvaw Statement::Accessibility Statement;:Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,mntact the once by phone or by traditional mall.If you have
any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Stables,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emals provided
may be used for official communication with the Ilcensee.How,mr email addresses are public record.Ir you do not wish to supply a personal address,please provide the Department with an email address which ran be made avallable to the public To
determine if you are a licensee under Chapter 455,F.S.,please tlick here.
Product Approval Accepts:
CA R .4
Credit Card
Safe
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1111 MASONITC. 149'MAX. OVERALL FRAME WIDTH O 00
21" MAX
36.375" MAX. V 0
WOOD-EDGE STEEL DOOR UNIT -D.L.o. 37.5" MAX. ¢ Q
6'-8"DOUBLE DOOR WITH L WITHOUT SlDEUTES ~ W/ASTRAPANEL IDTH GAL FRAME WIDTH, ZO �J
Ln
GENERAL NOTES C)
1. EVALUATED FOR USE IN LOCATIONS ADHERING T
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
Fes- a U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM _
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ti �
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION m N
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ), X03
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE ¢Ci
LLJ
PANELS, BUT IS REQUIRED ON SIDELITES.
2 c =
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME a
SELF IGNITION TEMP ASTM D1929 740'F > 650
RATE OF BURNING ASTM D635 0.77 IN 1N s?
SMOKE DENSITY ASTM D2843 13.4% a Rim _
TENSILE STRENGTH- ASTM D638 7.1% DIFF CI
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 Q
DOUBLE DOOR UNIT W/SIDELI7ES ol•
a
® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® 11 ��m
cn
po L
UQ
`2Q 0
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UN R SINGLE DOOR UNIT SINGLE DOOR MIIT W/ ID ITS DOUBLE DOOR UNIT W/SIDELITE5
WITH SIDELITE WITH SIOELITE N co
w
mZoo
WHERE WATER INFILTRATION PERFORMANCE IS n`r
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG I MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES O S HIGH DAM O S T4 O S HP BUMP O S
X 37.5 +70.0 -70.0 +70.0
-70.. N/A ..0 +30.0 -30.0 +5500..00 --550..0 +50.0 NN AA-50.0 +50.0 NNN AAA
.0
0.0 +
X 754 +55.0 -55.0 +55.0 -55.00 N/A +20.0 -20.0 +30.0 -3 0.0 -50.0 N A
XrXO 7 +5
OXO 112.5 - +20.0 -20.0 +3 .0 +50.0 NA N/A
0.0
55.0 +55.0 -55.0 .
. +50.
0 DATE: 6m¢T 7OXO 149 .0 +55.0 -550 +20.0 -200 +30.03 .0 0 500.00 z
per sr•F• N.T.S.
M*dnbUo DWG.BY: sws
TABLE OF CONTENTS
,'r', CHIC.BY:
SHEET # DESCRIPTION * KURT BALTHAZOR DRAWING NO.;
1 TYPICAL ELEVATIONS & GENERAL NOTES pffiq FLORIDA P.E. DWG-MA-FLo2r1-!;
2 ANCHORING LOCATIONS & DETAILS {#56533
3 JANCHORING LOCATIONS & DETAILS SHEET 1 OF 3
6"— SEE DETAIL _ 3" — '- 6" Q Q
3" 3" Q O
3"—I _ 3' 3" 3 i OZ ofJ
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in 3" m I 1 O
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SEE DETAIL _ A _ w w t _ SEE DETAIL
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6" G— —L � _ o rq1 z
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3"
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I I I I 10
"
3" " o o l
3 713" 3" I— 6" 1f 6 I u
6" 3 5" a a
SEE DETAIL #8 x 2" 3 m
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH vl
#8 x 2" ' #10 x 5/8 THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH z
#8 x 2" #10 x 5/8" FOR A 1.375" THROW w
#10 x 1" DETAIL "E" ASTRAGAL = u
(I. 0 #10 x 2-1/2" •• •� ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o
u
#10 x 1" STRIKE PLATE TO FRAME o
#10 x 5/8" AS SHOWN. a o
DETAIL "C"
DETAIL "D"
1 �W
1 0.962' HOT MELT
1 1.437" EIASTOMER�� ,�
1.375" f #6 X 1-1/2'PHS
T T T
INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD ,i 1/2 BITE ¢z
HOT MELT r.,,,
ELASIOMER
1 1 1 w, .;. 6ert EonNo_ DATE 5126117
EXTERI1.482"OET=n 1.75' 1.047" 1.43T � �PIfE610B SCALE N.T.S.
F?-X TYPICAL GLAZING DETAIL DWG. SWS
T 1 T NON—IMPACT GLASS OHN.BY:
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD DRAWING NO.:
DWG-MA-R.0211-17
SHEEP1 DF+3
A..
1
U7
SEE DETAIL —3„ T
6" c Go
SHT. 2
lk
I I it II I II I Z ��
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• M N ED O U
CL_
— _ d SEE DETAIL I _ — a HW U
} "D" SHT. 2l• U L
4 J V)
a +0 Q W
SEE DETAIL A w { a
"C" SHT. 2 — �,
w B
0
Ln
A A v G G H B W
— a
6` t p�tp 1D C
—�6" _ 1 _ _ I � � J s=Ea
I I f fill]] 1 f f I I I W zQ
I
T3=' oll�
pddendlmtot�Y SEE DETAIL g^ 6^
'F" SHT 2 6^ 0
HARDWARE SCHEDULE o
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND EEnV)
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. go
�J
ATTACHMENT DETAIL 1.25" :;, 2. 4" X 4" FULL MORTISE BUTT HINGES. w=
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN
MAX 1"X1/2" CORRUGATED fJ10X2" WOOD SCREW p
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END fi FROM EACH END o m y
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7' OC AND 12" OC CL—� �— 0 F—
FASTENER RATING FROM THE DIFFERENT FASTENERS { m w `-
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ?'% ACRYLIC ¢a
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LATEX
10 WOOD SCREWS OR 1 4" TAPCONS, A PHYSICAL CAULK
/ TYPICAL MASONRY Acaruc { 0 m
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK CL N -w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". {
d•,' COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50' MULLION (BOXED) MULLION (BOXED)
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.25"
/ `MAX ( 10X2—EtW/2" m¢01
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM 3�OEOD ENDS Zf
MINIMUM EMBEDMENT OF 1-1/4". cL—� �—
;��i, DATE 5/26�17
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO N.T.S.
TRANSFER LOADS TO STRUCTURE. DWG. BY: SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® D
ANCHOR INSTALLATION DRRA WINNGG
—F
INTEGRAL WOOD DWG—MA—Fl.0211—t;
MULLION (CHS) sREE7r_2L OF 3