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e FL# FL4904-R5
Application Type Revision
Code Version 2010
Application Status Approved
*Approved by D.BPR.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
sschrelber@masonite.com
Authorized Signature Steve Schreiber
sschrelber@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,
c
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGrEVXQwtDgtelulwHNbblSciO%2ba... 2/4/2014
Date Submitted 10/12/2011
Date Validated 03/18/2012
Date Pending FBC Approval
Date Approved 03/26/2012
Summary of Products
FL# tD, Inits
,Number or Name Description
4904.1 Wood edge Steel Side-Hinged 6'-8"Opaque I/S andlO/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110.01.odf
l Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
\ Impact Resistant:Yes 12/31/2014
Design Pressure: +76.0/-76.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R5 II F1_01�8.odf
Florida Building Code including the High Velocity Verified By: National iAccreditation&Management
Hurricane Zone, and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures, does not exceed the Evaluation Reports.
design pressures listed. 3'-0"x 6'-8" max nominal size. FL4904 R5 AE 5044,pdf
When large missile impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is NOT required.See DWG-
MA-FLO128-05 for details.
4904.2 Wood-edge Steel Side-Hinged 8'-0"Opaque I/S andIO/S Single Door
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +70.0/-70.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R5 II FL0129.odf
Florida Building Code including the High Velocity Verified By: National!Accreditation&Management
Hurricane Zone, and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports!
design pressures listed. 3'-0"x 8'-0"max nominal size. FL4904 R5 AE 503A.odf
When large missile Impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is NOT required. See DWG-
MA-FLO129-05 for details.
4904.3 Wood-edge Steel Side-Hinged 6'-8"Opaque I/S and i0/S Door w/or w/o Sidelites
Door Units i
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL4904 R5 C CAC NI006110.01 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R5 II FL0128
Florida Building Code Including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone, and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports ,
design pressures listed. 12'-0"x 6'-8"max nominal size. FL4904 R5 AE 502A.odf
When large missile Impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is NOT required on opaque
panels, but is required on glazed panels.See DWG-MA-
FL0128-05 for details.
4904.4 Wood-edge Steel Side-Hinged 8'-0"Opaque I/S Door w/or w/o Sidelites
Door Units
Limits of Use Certification Agency;Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110 02 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +45.0/-50.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R5 II FL0129 odf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0"max nominal size. FL4904 R5 AE 501A!odf
When large missile Impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system Is NOT required on opaque
panels, but is required on glazed panels.See DWG-MA-
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbiSciO%2ba... 2/4/2014
NOTICE OF PRODUCT CERTIFICATION
t ° . Company: Masonite International Corporation Certification No.: N1006110.01
t' 1955 Powis Road Certification Date: 07/23/2005
West Chicago, IC, 60185 Expiration Date: 12/31/2014
• k�=As ,�� �. �, Revision Date: 09/27/2011
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Y z 0 Specifications Tested To: TAS 201-94/202-94/203-94
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 Listing at www.Namieertitic;ttion.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Configuration Inswing Glazed Structural Water Missile Test Report Number
or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0" x 6°8" +76/-76 2.86 psf Yes NCIT-210-2929-1
Maximum Panel Size:3'0"x 6'8"'
Single Anchor Detail-MA-FL0128-05
X O/S Opaque 370'-x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1
Single Maximum Panel Size:3'0"x 68"
Single I Anchor Detail-MA-fL0128-05
XX I/S Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes N01-210-2930-1
Double Maximum Panel Size:3'0'-x 6'8"/Sidelite:3 0",x 0'8"
Anchor i)etail-MA-fL0128-0S
XX O/S Opaque 610' x 618' +55/-55 8-25 psf Yes NCTL-210-2930-1
Double Maximum Panel Size.3'0"x 6'8"/Sidelite:3'(?".x 6'8'"
Anchor Detail-NIA-FL0128-0S
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL_-210-2930-1-
Sinole Nv/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8•'/Sidelite:3-0`N 6'8"
a Anchor Detail-MA-11L0128-05 _
XO/OX O/S Opaque Door 6'0•'x 6W' +55/-55 8.25 psf Dour-Yes NCTL-210-2930-1
Sin le w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Sire.3'0"x 6'8•'/Sidelite:VO0 x 6"V
�' _ Anchor Detail-MA-FL01-8-0s
OXO -I/S Opaque Door 9'Fx 6'8" - +55j-5-5 2:86 psf Door=`i'es - - --"- NCTL-210=2930=1— -
Single w/Sidelites Glazed SidelitesSidelites-No Maximum Panel Size:3'0"N 6'8'/Sidelite:30" x 6'9"
Anchor Detail-MA-1:1-0
OXO O/S Opaque Door 9'0" x 618" +55/-55 8.25 psf Door-Yes NC11-210-2930-1
Single w/Sidelites Glazed Sidelites Maximum Panel Sire:3'0'•x 6'8"/Sidelite:3'0"x 6'8"
Sidelites-No Anchor Dctail-NIA-1:1-0128-05
OXXO I/S Opaque Doors 12'4''x 6'8" +55/-55 2.86 psf Doors-Yes NC I.-210-2-930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Sire:3'0' x 6-1-1-01 8-05 3'0' x 6 8'
Anchor Dctail-MA-FL0128-OS _
OXXO O/S Opaque Doors 12'4" x 6'8" +55/-55 8.25 psf Doors-Yes -- NC1 .-210-2930-1
Double w/Sidelites Glazed Sidelites Sidelites-No Maxinwm Panel Sire:3'0".x6'8"/Sid efii c: 6.8�
Anchor Detail-IMA-1:1- #28-.05
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hay . , VA 307/2
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
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149"MAX. OVERALL FRAME WIDTH cr 00 o 0
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 2 T MAX 36.375" MAX.
D.L.O.- PANEL WIDTH 37.5" MAX. ¢ p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITESW/ASTRAGAL FRAME WIDTH
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GENERAL NOTEScc
Lu
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z C)-U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W lt7 T
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
I- U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. rlZ
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON X U) ^(/T
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. CQC
U C;
3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN = - J
ACCORDANCE WITH SECTION 2220 OF THE FBC. _
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4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 'I
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LITE FRAME MATERIAL:
0
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F a
RATE OF BURNING ASTM D635 0.77 IN/MIN
SMDKE DENSITY ASTM D2843 13.47, S W w
TENSILE STRENGTH' ASTM D638 7.507 DIFF N pp
• COMPARATIVE TENSILE STRENGTH AFi ER WEATHERING u go <C CI
4500 HOURS XENON ARC METHOD 1 v`x
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DOUBLE DOOR UNIT W/SIDELITES as
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNI 7 SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WISIDELITES
WITH SI0ELI7E WITH SIDEU7E w o L1 m
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
TABLE OF CONTENTS NFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING ./.. SUyE: N.T.S.
SHEET N DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 4-55.0
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 -55.0 -55.0 +19.0 -19.0 +55.0 -55.0 owc. er: SWS
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 �--C-17110125-._l
_
_ 0%O _ 112.5 +55.0 -55.0_ +55.0 -55.0 +55.0 -55.0
3 ANCHORING LOCATIONS k DETAILS OXXO 149 +55.0 -55.0 +55.0 -55.0 -+19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR FLORIDA P.E.
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ASTRAGAL RETAINER BOLT HOLE =0(n z
2 #8 x 2-112" MUST BE DRILLED THROUGH L)-,
#8 x 2—,12" THE THRESHOLD & INTO THE .wo 0
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STRUCTURE DEEP ENOUGH 0 <:7 (X
#70 x 5/8" FOR A 1,375" THROW
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#10 x 5/8" #70 x 314" DETAIL "F*' ASTRAGAL <
#70 x 2' DETAIL "E" ASTRAGAL
is(1/8-TEMP.GLASS)
FRAME DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W1 OPTIONAL DECORATIVE!NSERT
ALUM,STEEL OR BUTYL SPACER
1/2-BITE
0
STRIKE PLATE TO FRAME
DETAIL "D" DETAIL "C" AS SHOWN. 06 x 1-1/2-PHS
TYPICAL Mem GATE: 7/11/05
MdendololAW
scAu: N.T.S.
4.962' D.: n1+no(. 'a '/ "+-�.
JJ '.,,_ ,»A„ti v owc.ay! SwS
Revk*W!By.
oow 995 CNK.BY:
T EERIO ' IQ DRAWING NO,
OWC-AdA-FLO128-05
INSWING THRESHOLDOUTSWING THRESHOLD DETAIL
smEET 2 or 3
SEE DETAILa Lo
3. 6" — — 6" cc 00
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ATTACHMENT_DETAIL3 3 3}
U (nN 07
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 7
SIGNED AND SEALED BY LUIS R. LOMAS, PE o z
( FLORIDA #62514) WITH THE LOWEST (LEAST) U J
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND Q Q w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE a(L Z
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10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL HARDWARE SCHEDULE J=0w
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR u oWu
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a= X
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. =oow
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 i .
12" O.C. 1.50" 1.25" w 0 V
co
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —0.25" MIN —0.25" Z
MAX
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM : 7�11/OS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL �— - cL—� �— .' AdbdmioNAmi DATE:
SCALE: N.T.S.
MINIMUM EMBEDMENT OF 1—1/4".
:'�' CertdcalonND.: n c_)ZV DWC.or: SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Reviewed R1: i
TRANSFER LOADS TO STRUCTURE. DateReviere CHK B
ORPwnNC NO.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-AIA-80128-05
ANCHOR INSTALLATION ANCHOR INSTALLATION
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