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OFFICE OF FL# FL22513-R2
SECRETARY
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
Date Submitted 04/16/2018
Date Validated 04/18/2018
Date Pending FBC Approval
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d 1/3
2/10/2020 Florida Building Code Online
Date Approved 04/24/2018
Summary of Products
FL# Model,Number or Name Description
22513.1 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 Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-111.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.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 R2 AE 514008.pdf
Door top rails stamped"HPC". See DWG-MA-FL0212 for details. 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 Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II F1_0215.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 R2 AE 514009.pdf
required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 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 8'-0"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.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 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 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 8'-0"max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.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 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 R2 C CAC NI013747.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II 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 R2 AE 514007.pdf
See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d 2/3
2/10/2020 Florida Building Code Online
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.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 6'-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513 R2 AE 514010.pdf
required. See DWG-MA-FL0211 for details. 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 Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.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 R2 AE 514008.pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party:Yes
DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/o
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.03-R1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II 1`1_0214.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 R2 AE 514008.pdf
See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
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Product Approval Accepts:
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MASO �ITE. 149" MAX. OVERALL FRAME WIDTH O �
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WOOD-EDGE STEEL DOOR UNIT 21 MAX PANEL " MAx. 0
n D.L.O. -�- PANEL WIDTH 37.5" MAX. Q QQ
6-8 DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J
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GENERAL NOTES Z �
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1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE � a- _U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ;� o IW- L U
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON � N Z
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. �
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, _ Q F- Q Ld
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), OCb
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED 4,
ON PANELS WITH NON-IMPACT GLASS. �o Z
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 L a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING: =o
TEST DESCRIPTION DESIGNATION LITE FRAME o Q o
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SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F a o,;; r¢z
RATE OF BURNING ASTM D635 1.28 IN/MIN ~ J
SMOKE DENSITY ASTM D2843 70.2% ,�,o u.jN W
TENSILE STRENGTH* ASTM D638 1.8% DIFF m i w a�'
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COMPARATIVE TENSILE STRENGTH AFTER WEATHERING v
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WZSIDELITES o •`" o
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SINGLE DOOR UNIT DOU13LE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH ,SIDELITE WITH SIDELITE ao
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co a
0
WHERE WATER INFILTRATION PERFORMANCE IS d
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S T4 0 S HP BUMP 0 S
X 37.5 +70.0 -70.0 +70.0 -70.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0
XX 74 +55.0 -55.0 +55.0 -55.0 N/A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A < O
z
OX or XO 75 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A
OXO 112.5 +55.0 -55.0 +55.0 -55.0 N/A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N/A N A
OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A DATE: 5126117
�1aw" / SCALE: N.T.S.
TABLE OF CONTENTS AddWatoNA '^ DWG. BY: SWS
CHK. BY:
SHEET # DESCRIPTION KURT BALTHAZOR DRAWING NO.:
1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E.
2 ANCHORING LOCATIONS & DETAILS owd!�
#56533 DWG-MA-FL0211-17
3 ANCHORING LOCATIONS & DETAILS SHEET 1 of 3
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6" " SEE DETAIL 3" "6" U Q �
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3" 3 3" 3,. 3 3" O J
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SEE DETAIL _ W a SEE DETAIL
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6"
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3" 3" JF3 3" 3" I� 3" 6" '1 �'i 6" 0 a
SEE DETAIL #8 x 2" �m
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o
STRUCTURE DEEP ENOUGH =
#8 x 2„ #10 x 5/8" FOR A 1 .375" THROW w
of
#10 x 1 " DETAIL "E" ASTRAGAL
DETAIL "F" ASTRAGAL Z
#10 x 2-1/2 ATTACH ASTRAGAL RETAINER BOLT p
#10 x 1 STRIKE PLATE TO FRAME w
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D" 00
w
1 HOT MELT
0.962"1 "fT!&-7M ELASTOMER
1.375" 1 1.437 �/ #6 X 1-1/2" PHS
T T T �, ,,,.. Q o
INSWING THRESHOLD BUMPER 0 S THRESHOLD T4 0 'S THRESHOLD HOT MELT �� a. t/2" BITE Afendum.tuNO Z
ELASTOMER
`�~""�• S/26/17
1 ti R gy ' DATE:
.,. ,"7 INTERIO oft SCALE: N.T.S.
1.482" 1.75" 11.047" 1.437" Egg DWG. BY: SWS
TYPICAL GLAZING DETAIL
T T T NON—IMPACT GLASS CHK. BY:
DRAWING NO.:
Z—SERIES O.ZS THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD DWG—MA—FLO211-17
SHEET 2 OF 3
Lo
SEE DETAIL 3„ 6" 6" � DO
"E" SHT. 2 "
3,. " 3" � 3 3., � 3} 0O
6 — � CD
Il 1 I ll I 0c
6 -�
� ., 6" 6" 6"
ff �I 6„ �I
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a SEE DETAIL a IW— U-) V
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SEE DETAIL � c3r
"C„ SHT. 2 l J w — — w
ry Li8
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6"
6" — _ a W
O O m O Q
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3" f " "� sow N o .8
3 I � o ¢
3" 'I 3„6 6 3„ f'"' 3
SEE DETAIL co o ¢z
"F" SHT. 2 6" 6,. g" 0 F-
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HARDWARE SCHEDULE a °
In
1 . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. o
ATTACHMENT DETAIL 1.25" , '�- : ; 2. 4" X 4" FULL MORTISE BUTT HINGES. o
MIN # Ir . S. _
1 . ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ~M;vC 1"x1/2" CORRUGATED #10X2" WOOD SCREW w
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6" FROM EACH ENDof
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" OC Z
FASTENER RATING FROM THE DIFFERENT FASTENERS CL ~I I+ '; w o
o
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4 TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX — 00 w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK _ CL
� a
WOOD SCREW EDGE DISTANCE MIN 3/4".
o •;o: v
_ COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" a g MULLION (BOXED) MULLION (BOXED)
ANSI/AF&P,A NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN Mom" (3) #10X2-1/2" ¢zo
OF 1 -1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS
MINIMUM EMBEDMENT OF 1 -1/4". I EACH END AbmdntoNAM CL If � DATE: Jr/ZB11 7
.:.
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® Rev�C8fpf9E�0�1.NQedBy: SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. 0 now ( DWG. BY: SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHK. BY:
TYPICAL WOOD BUCK
ANCHOR INSTALLATION DRAWING NO.:
INTEGRAL WOOD DWG-MA-FLO211-17
MULLION (CHS) SHEET 3 OF 3