HomeMy WebLinkAboutProduct Approval (3) 77
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�.11M XI Product Approval Menu>Product or AQQication Search>Application List,>App iic ' tail
T
A C FL# FL4904 U
g _ H Application Type A Irma ion
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Masonite Internationa
Address/Phone/Email 1955 Powis Road ` +: o� _ Anrlt�
West Chicago,IL 60185
(615)441-4258 ALJ
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
i I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
comoliance with the new Florida Buildipq Code..
Documentation from approved Evaluation or Validation Entity -;Yes No ,r N/A
..Product ADDroval Method Method 1 Ootion A
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summary of Products
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and 0/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904._R7 C_CAC.__N_I0.0_.6110,O1.,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+76.0/-76.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL4904__R7 II FL0128,.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.3'-0"x 6'-8"max FL4904 R7 AE 504A.,pdf
nominal size.When large missile impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is NOT requirea.See i1WG-P'IH- '
FLO128-05 for details.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904._R7C._C.AC_.NI.096.110.02,pdf
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 Florida FL4904__R7 II, FLO1.29,.pdf
Building Code including the High Velocity Hurriqane Zone,and Verified By:National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed.3'-0"x 8'-0"max FL4904_R7_AE.503A.._pdf
nominal size.When large.missile impact resistance is required, Created by Independent Third Party:.Yes
hurricane protective system is NOT required.See DWG-MA-
FL0129-05 for details.
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits df Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904_R7_C__CAC__NIO.06110_0l_ df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-55.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL4904 R7 II FLO.._—a df
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904_R7 AE 502A.pdf
max nominal size.When large missile impact resistance is Created by Independent Third Party:Yes
required,hurricane protective system is NOT required on
opaque panels,but is required on glazed panels.See DWG-MA-
FL0128-05.
49G4.4 Wood-edge Steel Side-Hinged Door 8'-G"Opaque I/S Dour w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7._C_CAC_N1006110.02..pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +45.0/-50.0 Installation Instructions
Other:Eva;uated for use in locations adhering to the Florida FL4904 R7 I, FLO.129._pdf
Building Cade including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL49-04__R7_._AE__501A. f
max nominal size.When large missile impact resistance is Created by Independent Third Party:Yes
required,hurricane protective system is NOT required on
opaque panels,but is required on glazed panels.See DWG-MA-
I hLULG`J-US. - i
4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL490..4_R7 C CAC N1006110,02.pdf
Aogrnved.for.use.outcide HVHZ-:Yes . _ _ Quality ocsurance Contract EYoiration Date .
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.0/-45.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FILA 994R7.._II__FL0129. ff
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
f
i
i
/� 149"MAX. OVERALL FRAME WIDTH
E�D
INGED WOOD-EDGE STEEL DOOR UNIT' 21" MAX 36.375" MAX. •
D.L.O.- - PANEL WIDTH FRAME WIDTH
MA
UBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL IT
GENERAL NOTES 1 �.
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, n
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^cIR
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = -
ACCORDANCE WITH SECTION 2220 OF THE FBC. 0
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
X
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM 01929 _17407 > 650 'F
RATE OF BURNING ASTM D635 0.77 IN/MIN
SMOKE DENSITY ASTM D2843 13.47
TENSILE STRENGTH* ASTM D638 7.50 DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
DOUBLE DOOR UNIT W/SIDELITES
Adden ml to ftl
Cerldicatiw k: N r o o I r c
RWmed By. L
Review�i
1313 1313 1313 13 13Ion
1313 13 ® 13 13
.00 no flu Doe fln H Da � j
a o e
SINDOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SlDELf7ES DOUBLE DOOR UNIT W/SIDELI
GLE DOOR UN17
WITH S)DELITE WITH SIDELITE
.. - - ' WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
TABLE OF CONTENTS CO. IG MAX WIDTH INSWING OUTSWING INSWING OUTSWING
SHEET # DESCRIPTION X 37.5' +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0
1 TYPICAL ELEVATIONS & GENERAL NOTES 74" +55.0 -55.0 +55.0 -55.0 +19.0 -79.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75' +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5' +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KU
OXXO 149" +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 1
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ASTRAGAL RETAINER BOLT HOLE v 0-N C a
8 x 2-1 2"
J10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH a D o ui Ln
# / THE THRESHOLD & INTO THE w In o z w
STRUCTURE DEEP ENOUGH ¢_
#10 x 5/8" ® ® FOR A 1.375" THROW
#8 x 2-1/2" , #10 x 1" it
i 0 x 5 8" #10 x 3/4" DETAIL "F"' ASTRAGAL Ln
#10 x 2" DETAIL "E" ASTRAGALIG (1/8" TEMP. CLASS)
FRAME DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL DECORATIVE INSERTALUM. STEEL OR BUTYL SPACER
DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME 1/2• BITE
AS SHOWN.
TYPICAL /jB X 7-1/2" PHS
Addendum to NMU DATE: 7111105
0.962"" `L •��+A.. ,' SCALE: N.T.S.
CeRlficziron IN.: ,�1 r n r-2 Y .••.,r_,.
••:�A,.,{ DWG. BY: SWS
1.375" Date Red Ry: �,�J CHK. BY:
_ _ Date Re :+I G/iz DOW 995 ;'( a•,.
xTERIO INTERIOR DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD OWC-MA-FLO128-05
TYPICAL GLAZING DETAIL. .
SHEET Z OF_L
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL HARDWARE SCHEDULE
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCI-
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BI
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE.
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
.AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C. i.sD" ` 1.25" '
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25" MIN 0.25"
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —SHIM —SHIM
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� i— -y: CL—� i— Addel
MINIMUM EMBEDMENT OF 1-1/4". " i' ���: \
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO " Reviewed By.
Dale Reviewed:
TRANSFER LOADS TO STRUCTURE.
�. .5.. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR HOOD TION ANCHOR IN ASSN ION