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FL# FL22363-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 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/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
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/01/2017
Date Validated 12/04/2017
II Date Pending FBC Approval
Date Approved 12/06/2017
Summary of Products
FL# Model,Number or Name Description
22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R2 C CAC NI013717 17-R1 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure:+60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R2 II FL0187.0df
Building Code,including the High Velocity Hurricane Zone, Vedfled By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ,but not in the Wind FL22363 R2 AE 514010A.Ddf
Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 R2 AE 514014A odf
Created by Independent Third Party:Yes
22363.2 Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door
Limits of Use Cert cation Agency Certificate
Approved for use in HVHZ:Yes FL22363 R2 C CAC NI013717.17-Rl.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure:+60/-60 Installation Instructions
Other:Evaluated for use In locations adhering to the Florida FL22363 R2 II FL0187.Ddf
Building Code,Including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ,but not in the Wind FL22363 R2 AE 514010A.Ddf
Rome Debris Region.See DWG-MA-WL0187 for details. FL22363 R2 AE 514014A.odf
Created by Independent Third Party:Yes
22363.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Cert cation Agency Certificate
Approved for use in HVHZ:Yes FL22363 R2 C CAC NI013717 17-R1 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R2 fI FL0187.odf
Building Code,including the High Velocity Hurricane Zone, Verifled By: National Accreditation&Management Institute
and where pressure requirements do exceed the design . Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ,but not in the Wind FL22363 R2 AE 514008A.odf
Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 R2 AE 514012A.Ddf
Created by Independent Third Party:Yes
22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Sidelites
Limits of Use CertWication Agency Certificate
Approved for use in HVHZ:Yes FL22363 R2 C CAC NI013717 03-Ri odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2021
Design Pressure:+40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R2 II FL0189 Ddf
Building Code,including the High Velocity Hurricane Zone, Verifled By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports
protective system required in HVHZ and the Wind Borne FL22363 R2 AE 514008A pdf
Debris Region.See DWG-MA-WL0189 for details. FL22363 R2 AE 514012A.01'
Created by Independent Third Party:Yes
22363.5 Fiberglass 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 FL22363 R2 Q CACN1013717.04-111,12d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22363 R2 II FL0193 Ddf
0 Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
NOTICE OF PRODUCT CERTIFICATION
t Company: Masonite International Corporation Certification No.: NI013717.04
0 1955 Powis Road Certification Date: 05/12/2017
West Chicago,IL 60185 Expiration Date: 05/31/2021
Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
3/4 Lite of Less Doors w/and w/o Full-Lite or Less Sidelites(w/Wood Frame or Worldwide
Composite Frame4 unless noted)
Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing_ O a ue Size Pressure Pressure Rated Comments
X US Glazed 3'0"x 6'8" +50/-50 0.0 psf No ATLNC 1012.01-16R
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0193-17
X O/S Glazed 3'0"x 6'8" +50%50 3.75 psf No ATLNC 1012.01-16R/W-1813
Single 3/4-Lite Max 6.0 psf' Maximum Panel Size:3'0"x 6'8"
8:25'psf' AnchorDctails-DWG-MA-FL0193-17
XX US Glazed 6'0"x 6'8" +50/-50 0 psf No ATLNC 1012.01-1611
Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0193-17
XX O/S Glazed 6'0"x 6'8" +50/-50 3.75 psf No ATLNC 1012.01-16R/W-1813
Double 3/4-Lite Max 6.0 psf' Maximum Panel Size:3'0"x 6'8"
8.25 psf Anchor Details-DWG-MA-FL0193-17
XO/OX US Glazed 6'0"x 6'8" +50/-50 0 psf Door-No ATLNC 1012.01-1611
Single w/Sidelite 3/4-Lite Max Sidelite-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
XO/OX O/S Glazed 6'0"x 6'8" +50/-50 3.75 psfl Door-No ATLNC 1012.01-16R/W-1813
Single w/Sidelite 3/4-Lite Max 6.0 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L 8.25psf' Anchor Details-DWG-MA-FL0193-17
OXO l/S Glazed 9'0"x 6'8" +50/-50 0 psf Door-No ATLNC 1012.01-1611
Single w/Sidelites 3/4-Lite Max Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
OXO O/S -Glazed 9'0"x 6'8" +50/-50 3.75 psf Door-No ATLNC 1012.01-16R/W-1813
Single w/Sidelites 3/4-Lite Max 6.0 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L 8.25psf' Anchor Details-DWG-MA-FL0193-17
OXXO US Glazed 12'4"x 6'8" +50/-50 0 psf Door-No ATLNC 1012.01-16R
Double w/Sidelites 3/4-Lite Max Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
OXXO O/S Glazed Glazed 12'4"x 6'8" +50/-50 3.75 psf Door-No ATLNC 1012.01-16R/W-1813
Double w/Sidelites 3/4-Lite Max 6.0 psf' Sidelitse-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L 8.25psf' Anchor Details-DWG-MA-FL0193-17
1-Denotes Bumper Outswing Threshold 2-Denotes LSeries Outswing Threshold 3-HI-Dam Outswing Threshold 4-W-1815
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes VA
Tel: (804)684-5124/Fax: (804)684-5122
'•4
NAMI AUTHORIZED SIGNATURE:
� L0
1111 MASONITE 149'UAX. OVERAU FRAME m°n+ CL 00
2T' MAX 36.375" MAX. 21' MAX U Q(O
3(4-LITE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH D.L.O.- r 37.5" MAX. �¢ Q
6=B"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH J '
GENERAL NOTES 1 �0
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W 0 Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE a V
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM _
DESIGN (AADS FOR BUILDINGS AND OTHER STRUCTURES, to
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. R L V
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 191
co 0)1
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. m p `I CA U)
ci
3. WHEN INSTALLED M THE WIND-BORNE DEBRIS REGION, O 3
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING: a
TEST DESCRIPTION DESIGNATION FACING LTTE FRAME a�
SELF IGNITION TEMP ASTM 01929 752'F > 650'F 841.22"F> 650'F ® ® ® ® 3
RATE OF BURNING ASTM D835 0.56 IN MIN 8 IN MIN g
SMOKE DENSITY ASTM D2843. 53AX 70.2X in
TENSILE
STRENGTH-ASTM D638 3.2% DIFF 1.8% DIFF $10 CC�i1f
W
�6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): _ '^
TEST DESCRIPTION DESIGNATION RESULT F g¢ •e1
SELF IGNITION TEMP ASTM D1929 779 'F > 650'F 0
RATE OF BURNING ASTM D635 0.0IN MIN
0
KE
SMOOENSDY ASTM D2843 39.Ox I DOUBLE DOOR UNIT W/SIDEL a a
TENSILE STRENGTH* ASTM D638 3.65 DIFF AdtrdnIoWM
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING m
4500 HOURS XENON ARC METH00 1
Ce16TcafpllM¢:N(�vll?l�
ReSiewed By.
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNt7 SINGLE DOOR UN R SINGLF DOOR UNIT WISIDELIT c DOUBLE DOOR UNIT WISfDELc
WITH SIDELITE WITHSIDEIITE z
WHERE WATER INFILTRATION PERFORMANCE IS WE 4/26/17
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE
SHEET DESCRIPTION
MCONFIG MAX WIDTH IN WING OUTSWINC INSWING BUMP R 0 S Z-SERIF 0 S HI H DAM O = N.T.S.
7.5 +50.0 - +50.0 - .0 N A + .0 - 5. +40.0 -40.0 + .0 -50.0 {4' ham' `y pergl.; 5�1 TYPICAL ELEVATIONS GENERAL NOTES 74 +50.0 -SO.D +50.0 -500 N A +25. -25.0 +40.0 -40.0 +SD.O -50.0
2 ANCHORING LOCATIONS & DETAILS O 75 +50.0 -50.0 +50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 �•M
ANCHORING LOCATIONS & DtZAILS 112. +50.0 -50. + ,O -50.0 N A +25,0 -25.0 + KURT l34LTHAZOR 149 +50,0 -50.0 1+50.0 -50.0 N/A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 FLORIDA P.E. -Jot-1TA183-17
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B' SFE DETAIL 6 #8 x 2"
ASTRAGAL RETAINER BOLT HOLE
#8 x 2" #10 x 5/8" MUST BE DRILLED THROUGH
° THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
#10 x 5/8" FOR A 1.375" THROW
#8 x 2" #10 x 1" DETAIL "E" ASTRAGAL
#10 x 2-1/2 ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL y
#10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "C"
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SCALE N.T.S.
1.482' ' 1.75"E�jjj 1.047' TYPICAL GLAZING D
NON-IMPACT GLAS�L �N0NN�IMPACTE �IN�DETAIL °xc.er. $yy$
T T m.:Z-SERIES O/S THRESHOLD HIGH DAM 0/S THRESHOLD 701K,
�_�193-17
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HARDWARE SCHEDULE a a
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1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2- CENTERLINE.
ATTACHMENT DETAIL IMiei- o 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _0.25'
MAX 1'X1/2 CORRUGATED 1tOX2'WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE `SHIM 3' FROM EACH END s' FROM EACH ENDcn
AND 7' OC AND 12' OC Z
(FLORIDA #62514) WITH -THE LOWEST (LEAST) CL
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACF
qC
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACC
ANCHOR INSTALLATION
SHIM MUST BE PLACED IN SHIM SPACE AT EACH. ANCHOR
CAULK CL
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". � o
WOOD SCREW EDGE DISTANCE MIN 3/4".
• '•:'. 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 t _0.25' z
3 pp10X2-E1 SCREWS
(4p�10X2-1 2'
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM (BEACH END �ED END
MINIMUM EMBEDMENT OF 1-1/4". CL—� �_ a,E 4126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ;,� • swo N.T.S.
TRANSFER LOADS TO STRUCTURE. t"'' oaac.By. SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK cm BY.
ANCHOR INSTALLATION DWIM NO.:
INTEGRAL WOOD INTEGRAL WW M-PA-FLO193-17
MULLION (CHS) MULLION (CHS) sir_L OF 3