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b'
r Product Approval RECEIVED
,� USER:Public User
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Product Approval Menu>Product or ApplicD7E2
plication Deta JAN
N 1 n 2018
FL# 63-R2 J H IV b
Application Typeon LST. Lucie County, Permitting
Code Version
Application Statusved
ed by DBPR.Approvals by DBPR shall be reviewed and ratified
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
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
Date Pending FBC Approval
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9%2fK8XPO... 1/16/2018
Florida Building Code Online Page 3 of 4
22363.6 Fiberglass Side-Hinged Door Unit 6'-8"Impact 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: No FL22363 R2 C CAC NI013717_05 R1 cif
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 FL22363 R2 II FL0195.pdf
Florida Building Code,excluding the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
Hurricane protective system not required in the Wind Borne FL22363 R2 AE 514008A.Ddf
Debris Region. See DWG-MA-WL0195 for details. FL22363 R2 AE 514012A.odf
Created by Independent Third Party: Yes
22363.7 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R2 C CAC NI013717.18-Rl.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 FL22363 R2 II FL0188.1)df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 3'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ, but not in the FL22363 R2 AE 514009A.pdf
Wind Borne Debris Region. See DWG-MA-WL0188 for FL22363 R2 AE 514013A.pdf
details. Created by Independent Third Party: Yes
22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R2 C CAC NI013717.18-R1.pdf
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 FL22363 R2 II FL0188.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 3'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ,but not in the FL22363 R2 AE 514009A.pdf
Wind Borne Debris Region. See DWG-MA-WL0188 for FL22363 R2 AE 514013A.pdf
details. I Created by Independent Third Party: Yes
22363.9 Fiberglass Side-Hinged Door Unit 8'-0"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 FL22363 R2 C CAC NI013717.18-R1.pdf
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 FL22363 R2 II FL0188.pdf
Florida Building Code, including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ, but not in the FL22363 R2 AE 514007A.Ddf
Wind Borne Debris Region.See DWG-MA-WL0188 for FL22363 R2 AE 514011A.0
details. Created by Independent Third Party: Yes
22363.10 Fiberglass Side-Hinged Door Unit 8'-0"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 C CAC NI013717 08-R1 pdf
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 FL22363 R2 II FL0190.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zane,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ and the Wind FL22363 R2 AE 514007A.pdf
Borne Debris Region. See DWG-MA-WL0190 for details. FL22363 R2 AE 514011A.pdf
Created by Independent Third Party: Yes
22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL22363 R2 C CAC N1013717.09-Ri.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9%2tK8XPO... 1/16/2018
Florida Building Code Online Page 4 of 4
Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22363 R2 II FL0196.pdf
Florida Building Code,excluding the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system not required in the Wind Borne FL22363 R2 AE 514007A.Ddf
Debris Region. See DWG-MA-WL0196 for details. FL22363 R2 AE 514011A.odf
Created by Independent Third Party: Yes
22363.12 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed O/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL22363 R2 C CAC NI013717.09-Rl.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +45/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22363 R2 II FL0196.1)df
Florida Building Code,excluding the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system not required in the Wind Borne FL22363 R2 AE 514007A.Ddf
Debris Region.See DWG-MA-WL0196 for details. FL22363 R2 AE 514011A.Ddf
Created by Independent Third Party: Yes
22363.13 HPC Fiberglass Side-Hinged Door 8'-0"Glazed 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 FL22363 R2 C CAC NI013717.07-Rl.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2021
Design Pressure: +47/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22363 R2 II FL0192.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ and in the FL22363 R2 AE 514007A.odf
Wind Borne Debris Region. Door top rails stamped"HPC". FL22363 R2 AE 514011A.Ddf
See DWG-MA-WL0192 for details. Created by Independent Third Party: Yes
22363.14 HPC Fiberglass Side-Hinged Door 6'-8"Glazed 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 FL22363 R2 C CAC NI013717.02-Rl.Ddf
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 FL22363 R2 II FLO191.Ddf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ and the Wind FL22363 R2 AE 514008A.Ddf
Borne Debris Region. Door top rails stamped"HPC". See FL22363 R2 AE 514012A.Ddf
DWG-MA-WL0191 for details. I Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to
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Product Approval Accepts:
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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgs3 M6m9%2fK8XPO... 1/16/2018
Do
1111 M/�SONITC. --- 149•IIAX. ovERALL FRAME WIDTH O
IMPACT GLAZED FIBERGLASS DOOR UNIT 2 D.L.O. PANEL " MAH. 37.5" MAH c)
D. .O. PANEL WIDTH WIDTH J
6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES w/AsrRACAL FRAME
�O
GENERAL NOTES W O Q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM S
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LL u()
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. h F' 'r)
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 0
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED,
iXs n ¢ r W
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, � ¢p e
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (FIVHZ), -i
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED. W p
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EB4. cc
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME W
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 842'F > 650'F
RATE OF BURNING ASTM 2635 0.56 IN MIN 1.28 IN MIN n S
MOKE DENSITY ASTM D2843 53.4X 70.2% `O m
TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.8% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): r +/
TEST DESCRIPTION DESIGNATION RESULTS o
SELF IGNITION TEMP ASTM D7929 779 ''1> 850 'F g
RATE OF BURNING ASTM D635 0.0 IN MIN DOUBLE DOOR UNIT W/SIDELIrES a
SMOKE DENSITY ASTM D2843 39.0%
TENSILE STRENGTH- ASTM D638 3.6R DIFF 3 m
ATH
• COMPARATIVE TENSILE STRENGTH AFTER WEERING N
4500 HOURS XENON ARC METHOD 1
r
O
to
• • • •
I �
SINGLE DOOR UN R DOUBLE DOOR UNIT SINGLE DOOR UNR SINGLE DOOR LIN f7 SINGLE F DOOR UNIT WI-14DELffES DOUBLE DOOR UNIT W/SIDFIJTES r Q
WITH SIDELITE WITH SIDELITE p
Ad*dImtoWA1 WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
SND. �ze CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 5 Z-SERIES 0 S T4 0 S HIGH DAM 0 S <z
�. X 37.5 +50.0 -50.0 +50.0 -50.0 JNN
A
125.Dii
25.0 +40.0 -40.0 +50.0 -50.0 +50.0 -50.0
XX 74 +50.0 -50.0 +50.0 -50.0 A . 25.0 +40 -40.0 +50.0 -50.0 +50.0 -50.0
OX orXO 75 +50.0 -50.0 +50.0 -50.0 A . 25.0 +40.0 -40.0 +50.0 -50.0 +50.0 -500 4 26 1OXO 112.5 +50.0 -50.0 +50.0 -50.0 A . 25.0 +40.0 ✓Y
OXXO 149 +50.0 -50.0 +50.0 -50.0 A +25.0 -25.0 +40.0 -40.0 +50.0 -50.0 +50.0 -50.0 SJ scALE N.T.S.
TABLE OF COMFITS
orc.BY: SINS
4JAN�1��®RING
DESCRIPTION KURT BALTHAZOR DPAMNG NO.:
au m.
ELEVATIONS & G N S FLORIDA P.E.LOCATIONS & DETAILS 156533 OWC-MA-FL0195-17NCHORING LOCATIONS & DETAILS
sHF>=r_L OF 3
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6" a
SEE DETAIL 6 #8 x 2"
"F' 3 m
ASTRAGAL RETAINER BOLT HOLE —
#8 x 2 #10 x 5/8" MUST BE DRILLED OUGH
THE THRESHOLD &T NT 0 THE
6ji;rSTRUCTURE DEEP ENOUGH
#8 x 2" #70 x 5/8" #10 x 1" DETAIL "E" ASTRAGAL FOR A 1.375' THROW o In
#10 x 2_1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL w o
#10 x 1" STRIKE PLATE TO FRAME M*Aintowm a v,
#10 x 5/8" AS SHOWN. a
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DETAIL "C" qe IedB/.
DETAIL "D• Dale n
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INSWING THRESHOLD BUMPER 0/S THRESHOLD , a z
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DATE 4126117
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1.482" 1.75"E��l 1.437" TYPICALAZWG D
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ET❑ ALrERN4TE GLa71NG OETAfI SCALE N.T.S.
1 T T IMPACT RATED •a S IMPACT RATED G A S °wa'RY` Sws
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Z—SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD 14 O/S THRESHOLD Jew'
OWO—MA—F70195-17
SHEET 2 or 3
SEE SHTAI2 3" 6' _ 6'
3' -6 _ Q Q
3' 6' �- � 3'-1 1-3 v
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6" I Ems•,
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3" fIas
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SEE DETAIL 3
Cel maiimNO_�(Tnitiil4 "F' SHT. 2 6" 6" o za
Reriewed_By. 6"
HARDWARE SCHEDULE a a
ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 3:m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST) 1�il5 ,• 2. 4" X 4" FULL MORTISE BUTT HINGES.
FASTENER RATING FROM THE DIFFERENT FASTENERS —MAX 1"X1/2" CORRUGATED #lOX2" WOOD SCREW
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" FROM EACH END 6" FROM EACH END v
1.25" AND 7" OC AND 12" OC
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� I- MIN > x z
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. _ 0.25" a
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH "` SHIMMAX
ACRYLICLA
d
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CIL I CAULKLK
- I_
TEX
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY � ACRYLIC � r
DISTANCE MIN 1/2". ANCHOR INSTALLATION "°S CLA
AULK CL
w
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 150" ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25'MAX (3) 10X2-1/2' (4)�{10X2-1/2" a z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM wOEADCHSCREWS
W EACH RE S
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL_� I� DATc: 2s
ND
MINIMUM EMBEDMENT OF 1-1/4". 4261t1
7
a+-" a
SCALE:
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG.BY: Sws
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK s °® D"K e'.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION DNAWING ND.:
INTEGRAL WOOD INTEGRAL WW DWG-MA-FL 195-17
MULLION (CHS) MULLION (CHS) SHEF 3 -- 3