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Home My WebLink AboutPRODUCT APPROVALs � 1305 Home ' Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map i Links Search ,f FIJti�a -f * Product Approval USER: Public User �E r 3��,'aw•a'r9��.'�xa'i�as Product Approval Menu > Product or Application Search > Application list > Application Detail FL # FL4904-118 Application Type Revision Code Version 2017 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 (800)663-3667 sschreiber@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 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 Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 Summary of Products FL # Model, Number or Name — Description 4904.1 Wood -edge Steel Side -Hinged Door ! 6'-8" Opaque I/S and O/S Single Door Units i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110 01 PALf 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 R8 II FL0128 pdf Building Code including the High Velocity Hurricane Zone, 1 Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, i 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" i FL4904 R8 AE 514010A odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. i-- - ------.._....... --- - -- -- __.._..---- - _ 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units i f Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NIO06110.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: Yes 12/31/2020 _ ( Design Pressure: +70.0/-70.0 Installation Instructions i Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0129 odf I Building Code including the High Velocity Hurricane Zone, i Verified By: National Accreditation & Management Institute ! and where pressure requirements as determined by ASCE 7, i Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, 1 Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" ! FL4904 R8 AE 514009A pdf ( max nominal size. When large missile impact resistance is i Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FL0129-05 for details. i 4904.3 + Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S and O/S Door w/ or w/o Sidelites I Units I Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110 Ol odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 I Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128 odf Building Code including the High Velocity Hurricane Zone,.___i_Verified By: National Accreditation..&_Manaoeme ano wnere pressure requirements as determined by ASCE 7, 1 Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, 1 Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R8 AE 514008A odf 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- 1 MA-FL0128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110 02 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FL0129-05. Installation Instructions FL4904 R8 II FL0129 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A pdf Created by Independent Third Party: Yes 4904.5 I Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" Certification Agency Certificate FL4904 R8 C CAC NI006110 02 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A odf max nominal size. When Iai4c4rnssile 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-FL0129-05. 4904.E Wood -edge Steel Side -Hinged Door 6-8" Glazed I/S and O/S Door w/ or w/o Sidelites i Units Limits of Use Approved for use in HVHZ: Yes Approved -for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-B" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110 03 pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 118 II FL0130 Rdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A odf Created by Independent Third Party: Yes 14904.7 I Wood -edge Steel Side -Hinged Door 18'-0" Glazed I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ:.Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance Is required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110 O4.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL01 1 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A pdf Created by Independent Third Party: Yes 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate ! Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110 04 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions___._..______-___- Building. Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A odf Created by Independent Third Party: Yes Bark Nex< .The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emal 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 mad 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address � they have one. The emails provided maybe used for official communication with the licensee. However emal addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine & you area licensee under Chapter 455, F.S., please click h2LP_. - Product Approval Accepts: RE M ClBdlt Card Safe'; 7 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8' DOUBLE DOOR WITH/ WITHOUTSIDELITES GENERAL 1 USE IN LOCKRONS 'ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMNED BY ASCE 7, MINIMUMDESIGN LOADS FOR MM0140S AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRKANE PROTECTIVE-SCSTE4(GHURERS)'IS NOT REWIRED ON OPAOUE PANELS, BUf 5 REWDTED ON ClA2E0 91DEUiES. 1 IN THE LN114 FACFCRY PMMED DOORS MUST BE PAINTED IN ACCORDANCE WNH SECTION 2220 OF THE FBC 4. POLYUWDJANE CORE FLAME SPREAD INDEIC OF 50 AND 90M DEVELOPED INDEX OF 60 PER ASTM E84. S PLASTICS TESTING OF LTTE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT SELF ICNIigN..TbTP... 1201929 740 'F > 650 'F RATE OF BURNING D635 0.77 N MIN SM010: OENSifY ASTM D2843 13.4% T-cNSRE-STRENGTW-......ASTM 0638 I 7.50% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 45M HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET g.DESCRIPTION. .. TttNCAI. ANIONS .h GE/IERAL. N07E5 2 ANCHORING LOCATIONS Q D-M, ANCHORING L RONS G DETAILS Added tDwm 1 749- VAC, %—E ALL FRABE 0111 21 MAX 36.375' IWAX D.LO, PANEL WYDTH Fd 37.5' NAY. W/ASTRAC � FRAME WIDTH as J 'j,1 Cd �O 1TWBLE-DpQR_UytLdY,ISIDEU7ES .SME.ITOOR UH(I IYNhC Mlf�u� Suj�IiE-lIQOR UN?.W�,$)QFI�$ VATIT�DE771FRF WITH SOFT RE r� RD.VELE. DooR-UYIT ly(SfOELR:s DESIGN PRESSURE RATING WHER WAT W L RATION PERFORMANCE IS RIHELIftED TO SE 15% OF DESIGN PRESSURE CONFIG. _. WIDTH .......JNSWiNG.. _. I. OUfS%1NG ... _. INSVIING_......_; .. OUTSWING .. 37:5 1 55.- : +550 -76:0 O- .0 O0o oAit0 -55.0 00+76.0 149"� i53.0 -53.0 i55.0 -5 0 i +tO:bf -19 i +55.0 1 -55,0 W KURT BALTHAZOR FLORIDA P.E. /56533 p� 00 U O ct: J HIn Q310 �LT O Z 4 U C LO U `k— SEE DETAIL .L.. n g• SEE DETAIL I"' I I f I �g• g.� I � I I I I I - N W — —O A B C I11 - 11Ir- SEE DETAIL g' •i- AYabx:dDWl CL3r.Dnlh: Aeiea¢dBT. SEE DETAIL I b - - J w SEE DETAIL rc •� �.H n I I pHePxkwu giiAR STRAGAL RETAINER BOLT HOLE #8 x 2-1/2` 170 x 2` 8 x 2-1/2" ST BE DRILLED THROUGH E THRESHOLD & INTO THE #70 x 5/8" ,. RUCTURE DEEP ENOUGH #8 x 2-1/2`10 x Y A 1.375` THROW C J10 x 5/8 #10 x 3/4` DETAIL 'F" ASTRAC•AI 110 x 2 DETAIL "E" ASTRAGAL FRAME DOOR "-F 1p1P �7 / ATTACH ASTRAGAL RETAINER BOLT oor oss �� ormay. occcw,rnc T+>smr DETAIL."D.` STRIKE PLATE TO FRAME on wm 5"e° DETAIL.."C` AS SHOWN. TYPICAL :��/e x 1-1/3'ves 1 0.062*1 y D+�r <•. INSWING THRESHOLD OUTSWING THRESH01_D tSTte� lasm� TYPICAL- GLAZING DETA) 0. r SEE DETAIL }. "E" SHT. 2 �— T }.. 6. F1 SEE DETAIL C" SW. 2 }• SEE OEfAiL _'- 'r SHT. 2 S• _ 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 �j10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/8` STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 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. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I 3• SEE DETAIL I SHf. 2 1 6 _ r G I wiunln�ItW eT�dL.�'m DaiaAeArlid—� I�A$OjYAjjE $CHEpU�� t. KWIKSET SERIES 40D GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE i DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4' FULL MORTISE BUTT HINGES �4:-: D25 MN • F.• �0.25" CL Hj TYPICAL WOOD BUCK TYPICAL MASONRY ANCHOR INSTALLATION ANCHOR INSTALLATION NOTIC_ JF PRODUCT CERTIFICATI01" Company: MAsonite International Corporation Certification No.: NI006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203 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.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +761-76 2.86 psf Yes NCM-210-2929.1 Single. - . .. ... - ... - ... • . .... - - Maximum Panel'Size:.3'0" x 6'8" Anchor Detail-MA-FLO UM5 X O/S Opaque 3'0" x 6'8" +76/-76 8.25 psf Yes NM-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0" x 6'8" +551-55 2.86 psf Yes NC[L-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" +551-55 8.25 psf Yes NCIL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" +551-55 2.86 psf Door -Yes NC1L-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" +551-55 8.25.psf Door -Yes NCM-210-2930-I Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3.0" x 6'8"/Sidelite: 3.0" x 6'8" Anchor Detail-MA-FL0128-05 OXO US Opaque Door 9'0" x 6'8" +551-55 2.86 psf Door -Yes NCn,210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 9'0" x 6'8" +551-55 8.25 psf Door -Yes NCn--210-2930.1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO US Opaque Doors 12'4" x 6'8" +551-55 2.86 psf Doors -Yes NCnr210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" ' Andn6rDetail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" +551-55 8.25 psf Doors -Yes Ncn,210.2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 61"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 - -- - - ------ ----------- -------- ------------------1YF11V11 ETU-1-ril7K1L:r:U-.Y1G1YA1-UKL: --— ;J'.�"'---��-------------- - -- -- ----...--