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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSBCIS Home I Log In i User Registration i a ,; i'1� db 1(v1S Product Approval USER: Public User *r{nnrsc Product Approval Menu > Product or Aoolicat FL # Application Type Code Version Application Status Comments Atchived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Repres Address/Phone/Email SCANNED M-_ BY St Lucie Cou Submit Surcharge - Slats & Facts Publications I FBc Staff I BCIS Site Map 1 Links Search I > Application List > Application Detail FL4904-118 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. IN Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com 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 Certified By Product Approval Method I Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approv II Date Approved 1 01/02/2018 Summary of Products FL # i Model, Number or Name Description 4904.1 Wood -edge heel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL4904 R8 C CAC W006110 01 ndf Quality Assurance Contract Expiration Date Impact Resistant: Yes I 12/31/2020 Design Pressure: +76.0/-76.0 I Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128.odf Building Code Including the High Veldcity Hurricane Zone, Verified By: National Accreditation & Management Institute and 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" 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. 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 R8 C CAC NI006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 I Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0129.adf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements ias 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" FL4904 R8 AE 514009A.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-FLO129-05 for details. 4904.3 Wood-ei ge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes I 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128.pdf Building Code including the Higl1 Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and 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 R8 AE 514008A.odf max nominal size. When large misslle Impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required glazed panels. See DWG- Ion 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 I Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0129.pdf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requlrements 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" FL4904 R8 AE 514007A.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- MA-FL0129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.02odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0129.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings antl Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R8 AE 514007A.Ddf 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 glazl d panels. See DWG- MA-FL0129-05. 4904.6 Wood -edge Steel Side -Hinged Door 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I FL4904 R8 C CAC N1006110.03.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No I 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 IT FI-0130.odf Building Code Including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements asldetermined 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 R8 AE 514008A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG - MA-FLO130-05 for details. i 4904.7 Wood -edge Steel Side -Hinged Door 8'-0" Glazed I/S Door w/ or w/o Sidelites Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 I Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0131.Ddf Building Code including the High Velocity Hurricane Zone, determined by ASCE 7, Verified By: National Accreditation & Management Institute Created by Independent Third Party: and where pressure requirements as Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R8 AE 514007A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. 4904.8 Wood-ei ge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No I 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0131.odf Building Code including the Higii Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and 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" FL4904 R8 AE 514007A.Ddf max nominal size. When large missile Impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Back Next IContact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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 mall to this entity. Instead, contact the' dfOce by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective Octoberll, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please I click here . Product Approval Accepts: ® � ®. r�'LIir1 RM Credit Card Safe o SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0° GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 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, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL - TCM f1CCPC,Q}1ME, f,CC,fM,�T SELF SELF IGNITION TEMP ASTM D1929 740 'F > 650 -F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH- ASTM D638 7.50% DIFF • GOMPAKA11Vt IENSILL 51RENOIH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 AddndmloWR Ceakag RNa RelfMbf. ma ReNCM4 • GOMPAKA11Vt IENSILL 51RENOIH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 AddndmloWR Ceakag RNa RelfMbf. ma ReNCM4 149' W. OVERALL FRAME WM 21 " MAX 36.375' MAX. 37.5" MAX. D.LO. PANEL WIDTH W/ASTRAGAL FRAME WIDTH n Li I L-1 I &JllLJllLJ� SINGLE DOOR UNIT DOUBLE DOOR UN R SINGLE DOOR UN R SINGLE DOOR UN ff SINGLE DOOR UNIT WISIDELITES WITH SIDELDE WRH SIDELTTE DOUBLE DOOR UNIT W/SIDELRES id WHERE WATER INFILTRATION PERFORMANCE IS DATE. 7 11 05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 159. OF DESIGN PRESSURE er.,c• N.T.S. SHEET # DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 1 TYPICAL ELEVATIONS & GENERAL NOTES X 3 .5 M+40.O-45.0W+45.O-40.0 +19.0 -19.0 +45.0 -40.0 Mm m: SWS2 ANCHORING LOCAl10NS &DETAILS XX 74 +19.0 -19.0 +450 -40.0CIO. Br 3 , ANCHORING LOCATIONS & DETAILS OX or XO 5 +19.0 -19.0 +45.0 -40.0 KURT BALTHAZOR DRAWIN No-OXO 112.5 +19.0 -19.0 +45.0 -40.0 FLORIDA P.E.OXXO 149 +19.0 -19.0 +45.0 -40.0 156533 DWG-MA-FL0131 %W 1 OF 3 SINGLE DOOR UNIT DOUBLE DOOR UN R SINGLE DOOR UN R SINGLE DOOR UN ff SINGLE DOOR UNIT WISIDELITES WITH SIDELDE WRH SIDELTTE DOUBLE DOOR UNIT W/SIDELRES id WHERE WATER INFILTRATION PERFORMANCE IS DATE. 7 11 05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 159. OF DESIGN PRESSURE er.,c• N.T.S. SHEET # DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 1 TYPICAL ELEVATIONS & GENERAL NOTES X 3 .5 M+40.O-45.0W+45.O-40.0 +19.0 -19.0 +45.0 -40.0 Mm m: SWS2 ANCHORING LOCAl10NS &DETAILS XX 74 +19.0 -19.0 +450 -40.0CIO. Br 3 , ANCHORING LOCATIONS & DETAILS OX or XO 5 +19.0 -19.0 +45.0 -40.0 KURT BALTHAZOR DRAWIN No-OXO 112.5 +19.0 -19.0 +45.0 -40.0 FLORIDA P.E.OXXO 149 +19.0 -19.0 +45.0 -40.0 156533 DWG-MA-FL0131 %W 1 OF 3 6' SEE DETAIL 6' J L 3" L E' 33' L 3" I I E I 3" �" r I I 1 31 ;EE DE 6 '6' — 6"6 I I IT- W Q y 0 w B L B O a B A A 6' 6- 6' 3" 6" io 3" f C LI 1 3" e 3- '1 I— 3' 3' SEE DETAIL 6' io U U) a Aev�SdBY. #10 x 2„ D2te�r�e9 � Ate_ #8 x 2-1/2" - #8 x 2-1/2" #10 x 5/8" #8 x 2-1/2" #10 x 2" #10 x 3/4" #10 x 5/8" DETAIL "E" ASTRAGAL • FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "C" AS SHOWN. DETAIL "D" TYPICAL 1 D.96z l ,.s7s- T T� INSWING THRESHOLD OUTSWING THRESHOLD SEE DEL D' SEE DETAIL 'C' ASTRAGAL RETAINER BOLT HOLE - MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL IG (1/8- TEMP. GLASS) DDW 995*-IN.ITMOR W/ OPSTEE L R BUTYL SPACER ALUM, STEEL OR BUM SPACER 1/2- BITE DOW 995 TYPICAL GLAZING DETAIL a Lo 00 o j (D Q � p �J H C9 _ a U �U-)U Z � co 3 g �a p wz� SCAM- N.T.S. DWG. ft sws BY: OF SEE DETAIL io a SEE DETAI "C" SHL T- 6 ATTACHMENT DETAIL =F' sHT; 2 —1—ANCHOR—ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY—LUIS—R-LOMDS—PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1.25" THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE MIN o - �.. ; �- #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM "AM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR CL )CATION. TAPCON EDGE DISTANCE MIN 2-1/2". _4OOD SCREW EDGE DISTANCE MIN 3/4 ~' 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE TYPICAL MASONRY FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO ANCHOR INSTALLATION BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED EASTERNERS LOCATED 3" FROM EACH END t. AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. MIN _ 0.25" MAX 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT CL _I I_ 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. TYPICAL WOOD BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION 3 I I a 6"3 I I r C 1 I I 6" G I I 31 DETAIL SHT. 2 I III s• s• 3' 11 I � W a a N J D W W B 8 D: Q B 6. 3- 3.1 s- HARDWARE S(HFf1111 F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES A ,,,M O M arE: 7 7 7 Ub sc� N.T.S. r °"rta Ow. Ely. SINS flsrie�edBY Data Cwc. Of. OF