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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORS7 SCANNED W �- BY Busiriess & Professional Regulation St Lucie County- . BCIS Home I lag In I User Registration HotTopics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links Search a ■/um .9! Product Approval Ia USER: Public User dbgY"-*"" Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4904-R8 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 12/15/2017 12/20/2017 Year 1994 1994 1994 �.y;�it- v 7 Ka.tim ;rp!.?�4, ;�t_,�, •, y. � Date Approved 01/02/2018 FL # I Model, Number or Name I Description 4904.1 Wood -edge Steel Side -Hinged Door V-8" Opaque I/S and O/S Single Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 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. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110 O1 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.pdF Verified By: National Accreditation & Management Institute 'Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514010A.pdf Created by Independent Third Party: Yes 4904.2 I Units -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 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. 3'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110.02.pdf 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 514009A.pdf Created by Independent Third Party: Yes 4904.3 I Units -edge Steel Side -Hinged Door 16'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 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 6'-8" 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-FL0128-05. Certification Agency Certificate FL4904 R8 C CAC NI006110.01.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.pdf Created by Independent Third Party: Yes 4904.4 I Units -edge Steel Side -Hinged Door 18'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 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. Certification Agency Certificate FL4904 R8 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129,i)d 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 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 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: +50.0/-45.0 Installation Instructions 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. FL4904 R8 II FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.Ddf Created by Independent Third Party: Yes 4904.6 I Woo edge Steel Side -Hinged Door 16'-8" Glazed I/S and O/S Door w/ or w/o Sidelites 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'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. 4904.7 I Wood -edge Steel Side -Hinged Door 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-FL0131`-05 for details. Certification Agency Certificate FL4904 R8 C CAC Ni006110.03.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0130.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.Ddf Created by Independent Third Party: Yes Glazed I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.04.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0131.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.odf Created by Independent Third Party: Yes 4904.8 I Units edge Steel Side -Hinged Door 18'-0" Glazed O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 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 NI006110.04.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0131.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 mail to this entity. Instead, contact the dffice 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 October 1, 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 click hem.. Product Approval Accepts: ®®. eChcl im Credit Card Safe 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: Wr nceroiannu ncein_uennu -.1- SELF IGNITION TEMP ASTM D1929 1 740 'F > 650 'F RATE OF BURNING ASTM D635 1 0.77 IN MIN SMOKE DENSITY I ASTM D2843 1 13.4% TENSILE STRENGTHS I ASTM D638 1 7.50% DIFF UUMrAKA IM ILNDILL bl KLNUIM AFItK WtAIKtKINU 4500 HOURS XENON ARC METHOD 1 Aft -An b WR Of Cer1isatiaRNa: R6tiexBd By: 6ateReri F i= Li Lj SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE 149' AWL OVERALL FRAME W= 21 " MAX 36.375' MAX. 37.5' MAX. D.L.O. PANEL WIDTH W/ASTRAGAL FRAME WIDTH a 'oI 0 n l=j Lj 1�1 L=j SINGLE DOOR UNIT WITH SIDELITF 0. o-o•: DOUBLE DOOR UNIT W/SIDEUTES WHERE WATER INFILTRATION PERFORMANCE IS ✓ DATE 7 11 05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE W 7 N.T.S. sutE SHEET DESCRIPTION CONFl0 MAX WIDTH INSWING OUTSWING INSWING OUTSWING a 1 TYPICAL ELEVATIONS k GENERAL NOTES X 7. +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 DWa Br: SINS XX 74 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 2 ANCHORING LOCATIONS do DETAILS crDc BY. 3 ANCHORING LOCATIONS do DETAILS OX or XO 75 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -4 .0 KURT BALTHAZOR DPAWNG ND- OXO 112.5 +40.0 -45A +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 FLORIDA P.E. OXXO 149 +40.0 -45.0 +45.0 -40.0 +19.0 -19.0 +45.0 -40.0 156533 DWG-ALA-F10131- sHEET 1 DF 3 6"3' SEE DETAIL 6' _ �J L �E� 3` 3 I ¢ I 3� c I• _ I �_ v c G! —1 IL 31 TEE DE .c. I 1 1 I 16' 6' 6" I 3-11— I I I I m W a a 0 J LL-cD W O — A A _ fl�lr 6" 6. � 6' 3' in W a fN W K 0 a to N n L SEE DED /r D SEE DETAIL 'C' 3" � � L 3' 14t 3. t 3. —�`I— /I— � t � �, e I I 3.f � �I I� 6• 'e 6• �I f 6" — SEE DETAIL J/y 6' —I I' 'F' Added nto= Cedifir;abanfia: 110 x 2" ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2" MUST BE DRILLED THROUGH 1#8 x 2-1/2" #10 x 5/8" THE THRESHOLD & INTO THE • Q��STRUCTURE DEEP ENOUGH #10 x 1-3/4" FOR A 1.375" THROW #8 x 2-1/2" #10 x 2" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 5/8" DETAIL "E" ASTRAGAL is (t/s• TE►1P. cuss) FRAME DOOR D0W 995� W/ oPSTEEL DEcow�trvE DEER ATTACH ASTRAGAL RETAINER BOLT 1/2'RT SITE De autvL sP�cEe t/z' ertE STRIKE PLATE TO FRAME /s x t-t/z' PHS DETAIL "C" AS SHOWN. �l DETAIL "D" 1 TYPICAL 0.962' 7.375" T T DOW 995 . I INSWING THRESHOLD OUTSWING THRESHOLD >EXTER10a ass TYPICAL GLAZfNG DETAIL N.T.S. DM ao SWS &r.- DF SEE DETAIL ro v SEE DETAI "C" SHT. ATTACHMENT DETAIL iF S-►r. 2 J 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) 3•�� ¢ 63�r I � 6 t< 31 DETAIL SHT. 2 I III s• s• 3' 3' 11 I I I fO a N W — B B bi K O a B 3• —1 t' t C FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1tniN" � ... '�. '- o', s THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE MA. X �' 110 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR CL.—� �- --'_OCATION. TAPCON EDGE DISTANCE MIN 2-1/2". ri WOOD 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 FASTERNERS LOCATED 3" FROM EACH END AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOD 1.50• SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. MIN 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. r ).25• MAX SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE ti r 3:I I�3 I — 6' 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 Mbdmfo= cwv1m ND RIMead By. Data sc F. N.T.S. DING. BY; SINS CHIC BY. DRAWING NO, DWG-MA-Fi.0131-05 sHEET 3 OF_3_