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1,01FFICEOFTHE FL# FL18582-R3
SECRETARY
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
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
ASTM E1886 2005
ASTM E1996 2009
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/04/2020
Date Validated 03/05/2020
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9°/a2f%2ftCOhpJQhPWWkjrUz%2bsJnUlu44jJayu3w4gBsfr0w%3d%3d 1/3
11/10/2020 Florida Building Code Online
Date Pending FBC Approval
Date Approved 03/09/2020
Summary of Products
FL# Model,Number or Name Description
18582.1 Flush Glazed Fiberglass Door 6'-8"Inswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL18582 R3 C CAC NI012729.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2025
Design Pressure: +55.0/-60.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL18582 R3 II FL0182.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL18582 R3 AE 514008A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO182-15 FL18582 R3 AE 514012A.pdf
for additional information. Created by Independent Third Party: Yes
18582.2 Flush Glazed Fiberglass Door 6'-8"Outswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL18582 R3 C CAC NI012729.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2025
Design Pressure: +60.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL18582 R3 II FL0182.pdf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL18582 R3 AE 514008A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO182-15 FL18582 R3 AE 514012A.pdf
for additional information. Created by Independent Third Party: Yes
18582.3 Flush Glazed Fiberglass Door 8'-0"Inswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL18582 R3 C CAC NI012729.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2025
Design Pressure: +45.0/-47.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL18582 R3 II FL0183.pdf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL18582 R3 AE 514007A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO183-15 FL18582 R3 AE 514011A.pdf
for additional information. Created by Independent Third Party: Yes
18582.4 Flush Glazed Fiberglass Door 8'-0"Outswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL18582 R3 C CAC NI012729.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2025
Design Pressure: +47.0/-47.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL18582 R3 II FL0183.pdf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL18582 R3 AE 514007A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO183-15 FL18582 R3 AE 514011A.pdf
for additional information. Created by Independent Third Party: Yes
18582.5 Flush Impact Glazed Fiberglass Door 6'-8"Inswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL18582 R3 C CAC NI012729.03-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure: +55.0/-60.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL18582 R3 II FL0182.pdf
Building Code excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system not required. See FL18582 R3 AE 514008A.pdf
DWG-MA-FLO182-15 for additional information. FL18582 R3 AE 514012A.pdf
Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9°/a2f%2ftCOhpJQhPWWkjrUz%2bsJnUlu44jJayu3w4gBsfr0w%3d%3d 2/3
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• ® 149" MAX. OVERALL FRAME WIDTH cc
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FLUSH GLAZED FIBERGLASS DOOR UNIT D.L.O.MAX PANEL " MAX. _j
D. -- � PANEL WIDTH 37.5" MAX. ¢ O
FRAME WIDTH J
6'-8" GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL 0
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GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO z 0 U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LLI U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. _ _ ~ L0
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), co
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HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ~
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3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, X F
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), O CD
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON W J =
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS W
WITH NON-IMPACT GLASS. Z'
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 'd` ''
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AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING: o o N p Z
TEST DESCRIPTION DESIGNATION RESULT a o`off r�¢
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 3 m
RATE OF BURNING ASTM D635 0.56 IN MIN `"°r En
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SMOKE DENSITY ASTM D2843 53.4% o
TENSILE STRENGTH* ASTM D638 3.2% DIFF U Q
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6. PLASTICS TESTING OF LITE FRAME MATERIAL: ~
TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT WfSIDELITES a_ a
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN Addendum to NO �m
SMOKE DENSITY ASTM D2843 13.4%
TENSILE STRENGTH* ASTM D638 -7.50% DIFF CeIMiBati0t1N0" -
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING RWeWed W.
4500 HOURS XENON ARC METHOD 1 Die
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WITH SIDELITE WITH SIDELITE Q z
WHERE WATER INFILTRATION PERFORMANCE IS DATE: B/10/15
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING HANDICAP i S BUMPER 0 S Z-SERIES 0 S HI DAM 0 S SCALE: N.T.S.
SHEET #1 DESCRIPTION X 37.5 +55.0 -60.0 +60.0 -55.0 +55.0 -60.0 +35.0 -35.0 +40.0 -40.0 +47.0 -47.0 DWG. BY: SWS
1 ITYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -60.0 +60.0 -55.0 +55.0 -60.0 +35.0 -35.0 +40.0 -40.0 +47.0 -47.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -60.0 +60.0 -55.0 N/A +35.0 -35.0 +40.0 -40.0 +47.0 -47.0 CHK. BY:
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -60.0 +60.0 -55.0 N A +35.0 -35.0 +40.0 -40.0 +47.0 -47.0 KURT BALTHAZOR DRAWING NO.:
OXXO 149 +55.0 -60.0 +60.0 -55.0 N A +35.0 -35.0 +40.0 -40.0 +47.0 -47.0 FLORIDA P.E. DWG-MA-FL0182-15
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#1 D x 5/8" MUST BE DRILLED THROUGH o
#8 x 2-1/2" #10 x 1 " THE THRESHOLD & INTO THE
#10 x 5/8" DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH
p #10 x 1 " ATTACH ASTRAGAL RETAINER BOLT FOR A 1 .375" THROW
#10 x 2" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL '
FRAME / DOOR AS SHOWN. W
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DETAIL "D" DETAIL "C" 0.124" ANNEALED�y —DECORATIVE INSERT FACTORY N �
(OPTIONAL) APPLIED r
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HANDICAP THRESHOLD f'"'�s• Nc x •�• APPLIED
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FACTORY APPLIED 'V� ,• •cif BACKBEDDING DATE: Sf 1D�15
POLYMER SEALANT �. POLYMER SEALANT s �,�.e
0.9 62"
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1.75 1.047" a: .. •4 y� DWG. BY: SINS
1.375" &F77� INTERIOR v EXTERIOg EXTERIOR INTERIOR T CHK. BY:
T T } TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0,/S THRESHOLD IMPACT RATED GLASS NON—IMPACT GLASS DWG—MA—FLO182-15
SHEET 2 OF 3
SEE DETAIL 6" � �
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HARDWARE SCHEDULE U„
1 . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND uo°}°
ATTACHMENT DETAIL 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 1.25,. ° ., ° f 2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN a $ 0.25" �'
FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1"xi/2" CORRUGATED #10X2" wooD SCREW
SHIM 3" FROM EACH END 6" FROM EACH END ocn
BEING CONSIDERED FOR USE. JAMB, HEAD, AND L., 1 ' a °. ° $. AND 7" oc AND 12" oc ? z
IN o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cL --� �� MFn
#10 WOOD SCREWS, 1/4" TAPCONS, AND 10 TEK SCREWS. F .: 0.25" V
# "Kr: MAX ACRYLIC
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH I SHIM LATEX
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". cL �� CAULK
„ �'�� ACRYLIC �
WOOD SCREW EDGE DISTANCE MIN 3/4 . TEK SCREW EDGE TYPICAL MASONRY - LATEX —
DISTANCE MIN 1/2". ANCHOR INSTALLATION rKr7,+ CAULK CL 4
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO :. 1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. $ ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
MIN
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ` MAX" (3) 9D SCREWS a z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM wo D SCREWS
EACH END
OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL y� �� Addendum toNA�,t! DATE: 8/10/15
MINIMUM EMBEDMENT OF 1 -1/4". f ma`s` OD SCALE: N.T.S.
"" Cetiticabon No.: &MIA4.t9 "zw?
Reviewed By: DWG. BY: SWS
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4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Doe R 72 i ® ® � CHK. BY:
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK DRAWING NO.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD DWG-MA-FLO182-15
MULLION (CHS) SHEET 3 OF 3