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`i� FL# FL8228 R
Application Type , 'on Change
Code Version
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
(615)441-4258
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 oor 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 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/08/2014
Date Validated 12/10/2014
Date Pending FBC Approval
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3T... 5/18/2015
Florida Building Code Online Page 2 of 4
Date Approved 12/15/2014
Date Revised 04/29/2015
Summary of Products
FL# Model,Number or Name Description
8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.0i.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+85.0/-85.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FI-8228 R6 II FL0160Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed.3'-0"x Evaluation Reports
6'-8"max nominal size. Hurricane protective system FL8228 R6 AE 504A.gdf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region.See DWG-MA-FLO160-07 for additional information.
8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R6 I1 f-L0161Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed.3'-0"x Evaluation Reports
8'-0"max nominal size. Hurricane protective system FL8228 R6 AE 503A.odf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO161-07 for additional information.
8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI00900 O1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R6 II FL0160Dx.l)df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system FL8228 R6 AE 502A.pdf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region.See DWG-MA-FLO160-07 for additional information.
8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R6 II FL0160Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6-8"max nominal size.Hurricane protective system F1..8228 R6 AE 502A.pdf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO160-07 for additional information.
8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the F1:8228 R6 II FL0161Dx.N_f
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size. Hurricane protective system FL6228 R6 AE 501A.pdf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region.See DWG-MA-FLO161-07 for additional information.
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3T... 5/18/2015
Florida Building Code Online Page 3 of 4
8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the 1`1_8228 R6 II Fl_0161.Dx.ndf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size. Hurricane protective system FL8228 R6 AE 501A&i f
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Rei n.See DWG-MA-FLO161-07 for additional information.
8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NIQ069Q0_Oi.pdf
Approved for outs. e,HVH Yes Quality Assurance Contract Expiration Date
Impact Resi ant:No 12/31/2020
Design Pres re:+52.0/-52.0 Installation Instructions
Other:Evaluate ons adhering to the FLII22t}_..R6 II FL()LUQx_Ildf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size. Hurricane protective system FL8228 R6 AE 502A.pdf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes
DWG-MA-FLO162-07 for additional information.
8228.8 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Outswing Single or Double Door w/or wjo
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.03.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R6 II FL0162Dx.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system FL8228 R6 AE 502A.ndf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes
DWG-MA-FLO162-07 for additional information.
8228.9 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI006900.04.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R6 II FL0163Dx.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed, 12'-0" Evaluation Reports
x 8'-0"max nominal size. Hurricane protective system FL8228 R6 AE 501A.pdf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes
DWG-MA-FLO163-07 for additional information.
8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL$22£�__R6 C CAC_N1Q2Q2Q().04.pcif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +43.0/-47.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R6 II FL0163Dx.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size. Hurricane protective system FL8228 R6 AE 501A.pdf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes
DWG-MA-FLO163-07 for additional information.
8228.11 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Inswing Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R6 C CAC NI006900.05.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3T... 5/18/2015
149"MAX. OVERALL FRAME WIDTH OL
-
/'!/(.C11 n�12GG� o C o
SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. Q
--D.L.O.- PANEL WIDTH 37.5" MAX. ¢ O
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITESW/ASTRAGAL FRAME WIDTH -_ J
v7
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Fw- 0-U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z =
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o ti L0
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. O
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. X ¢ LLI
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON W J w
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS = p m =
WITH NON-IMPACT GLASS. `•' co W
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E04.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
i
5. PLASTICS TESTING OF FIBERGLASS FACING: S o o to
TEST DESCRIPTION DESIGNATION RESULT a o a z
SELF IGNITION TEATT.
ASTM 21929 752 'F > 650 'F J
O o W
RATE OF BURNING AM 2635 0.56 IN/MIN �
SMOKE DEN51T;' ASTM 22843 53.47,
TENSILE STRENGTH• ASTM 2638 3.2% DIFF "g ¢
6. PLASTICS TESTING OF LITE FRAME MATERIAL: o W o
TEST DESCRIPT;ON DESIGNATION RESULT DOUBLE DOOR UNIT W/SIDELITES a a
SELF IGNITION TEMP ASTM 21929 740 'F > 650 'F
RATE OF BURNING ASTM 2635 0.77 IN MINAdd1dU6IDI' S 3 m
SMOKE DENSITY ASTM D2843 13.4% _
Ceti(igfionbb.: N1 60 G oo-rl� N Lo N N
TENSILE STRENGTH- ASTM D638 -7.50% DIFF Kemw by. 2 U,
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING DataAevitm.; o cD
4500 HOURS XENON ARC METHOD 1 w
7. IMFACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. U
CL
gC L'0
d a-V) Z
w o
QUCD¢ t>o
W N?a W
027 Ir
00
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N I DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/S!DELITES
WITH SIDELITE WITh SIDELITE 0 c1 m a z
WHERE WATER INFILTRATION PERFORMANCE IS DATE: 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE /
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• ;I SSE N.T.S.
SHEET # DESCRIPTION +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 DING.BY: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS -52.0 _ +19.0 -19.0 +40.0 _ -40.0 +55.0 -55.0 CHK.BY:
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +52.0 .0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55A -55.0 KURT FLORIDAP.E. DRA1nNG NO.:
OXXO 149 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 64U.0 -40.0 i 55.0 -55.0 IDA P.E. DWG-MA-FLO162-07
• High Darn Threshold Design /{56533 -
SHEET_L OF 3
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SFE DETAIL Ad&aM mtoMMI N N m
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8 x 2-1 2' Re ad By. o 0Z
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® ASTRAGAL RETAINER BOLT.,HOLE
MUST BE DRILLED THROUGH 0ow o
#8 x 2-1/2° #10 x 2" THE THRESHOLD & INTO THE J w a N
DETAIL "E ASTRAGAL STRUCTURE DEEP ENOUGH �z w
#10 x 5/8" SFOR A 1.375" THROW a _
#8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT
I STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL �_0 ac)n
O
#10 x 5/8" #10 x 3/4" AS SHOWN. n N
�(
0.124"ANNEALED DECORATIVE INSERT p,
#10 x 2" 0.090"SAFLEX IIIG (OPTIONAL) DOW 632
FRAME / DOOR 0.124'ANNEALED - .0124' TEMP. Afi X 1-1/2"PHS
DETAIL "D" DETAIL "C"
TYPICAL
` DOW 832 °`,a;1"':• COW 832 A„-(�• DATE: 1�5�07
0.962" ,.'
^;as SCALE: N.T.S.
1.75" 11.047" ':Ary': DOW 832 ;•r-.•.
•� •:.�A,el_` OWG.BY: SWS
7.375"
I I IN R F%TERIOR INTERIOR CHK.BY:
TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAWING NC.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS NO.N--IMPACT GLASS DWG-MA-FLO162-07
SHEET
_L OF 3
SEE DETAIL — 3., 6..3" I `6CQ
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SEE DETAIL 6" — 6" 0
"F" SHT. 2 6^ 0
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ATTACHMENT DET to cn En En
1. ANCHOR ANALYSIS F DING CONDITIONS PREPAR N U)(n I m
S GNED AND SEALED BY LU Z �N
(FLORIDA #62514) WITH THE LOWEST (LEAST) O z z
FASTENER RATING FROM THE DIFFERENT FASTENERS �I
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1—w3 I
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ao'o
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL v ati c z
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR J 7, U, o—
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE 0 z w
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��_� (if
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE.
CORRUGATED FASTENERS LOCATED 3" FROM EACH END00-ow
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD 2- 4" X 4" FULL MORTISE BUTT HINGES. ^N 0
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
o t.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25" o 0 m a d
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —MAX MIN ° —MAX Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIMer�unlakAMl
oATe: 1/5/07
MINIMUM EMBEDMENT OF 1-1/4". I „�, Cede"rdmk: 1-4icale9a5 cL/ saw: N.T.S.
CIL I— CL— I-
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG.BY: SWS
:t
TRANSFER LOADS TO STRUCTURE. CHK.BY:
5. MINIMUM UESIGN VALUE STRENGTH 07 ANCHORS 171 LBS. DRAWING NO.:
TYPICAL WOOD BUCK rANCHOR
PICAL MASONRY DWC-MA-FLO162-07
ANCHOR INSTALLATION INSTALLATION
sHeer 3 OF 3