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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 3 AIR BCIS Home Log In User Registration Hot Topics I Submit Surcharge i Stats&Facts j Publications I Contact Us I BCIS Site Map Links Search Product Approval USER:Public User Product.Approval Menu>Product or Apolication Search>Application List>Application Detail max, FL# FL22384-R2 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 Q{'�le COPY Authorized Signature Steve Schreiber AffZO/ TEF(6(R sschreiber@masonite.com �p�REVIEW Technical Representative CODE COMPLIANCE Address/Phone/Email Quality Assurance Representative ST. LUCIE C®UN � "•T�� Address/Phone/Email Q Roccr s 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 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/01/2017 Date Validated 12/04/2017 Date Pending FBC Approval Date Approved 12/06/2017 http s://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgs3 M6m9%2f... 12/15/2020 Florida Building Code Online Page 2 of 3 Date Revised 11/20/2020 Summary of Products FL# Model,Number or Name Description 22384.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22384 R2 C CAC NI013717,01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22384 R2 II FL0210.Ddf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and were pressure requirements do not exceed those listed. Created by Independent Third Party: 3'-0"X 6'-8"max nominal size.Hurricane protective system Evaluation Reports is required in the HVHZ,but not in the Wind Borne Debris FL223Ei .__R2.AE 51:4(_1;OA,pclf Region.See DWG-MA-FLO210 for details. Created by Independent Third Party:Yes 22384.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22384 R2 C CAC NI01.3717.06.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL2238!�_,.R211 FL0210,pff Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and were pressure requirements do not exceed those listed. Created by Independent Third Party: 3'-0"X 8'-0"max nominal size.Hurricane protective system Evaluation Reports is required in the HVHZ,but not in the Wind Borne Debris FL22384 R2 AE 514009A.odf Region.See DWG-MA-FL0210 for details. Created by Independent Third Party: Yes 22384.3 Particleboard Core Fiberglass Side- 6'-8"Opaque I/S or O/S Single Door Hinged Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22384 R2 C CAC NI01.3727.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22384 R2 IT FL0207.r)df Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and were pressure requirements do not exceed those listed. Created by Independent Third Party: 3'-0"X 6'-8"max nominal size.Hurricane protective system Evaluation Reports is required in the HVHZ,but not in the Wind Borne Debris FL22384 R2 AE 514010A-1df Region.See DWG-MA-FL0207 for details. Created by Independent Third Party:Yes 22384.4 Particleboard Core Fiberglass Side- 8'-0"Opaque I/S or O/S Single Door Hinged Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22384 R2 C CAC NI013727.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +70/-70 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22384 R2 II FL0207.Ddf Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and were pressure requirements do not exceed those listed. Created by Independent Third Party: 3'-0"X 8'-0"max nominal size.Hurricane protective system Evaluation Reports is required in the HVHZ,but not in the Wind Borne Debris FL22384 R2 AE 5140 A 110 Region.See DWG-MA-FL0207 for details. Created by Independent Third Party:Yes Back Tfgxt 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 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 if they have one.The emails 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 here. Product Approval Accepts: ®'`-- ® xE ®'` Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3 M6m9°/D2f... 12/15/2020 1111 MASONITE. o D0 FIBERGLASS SIDE-HINGED DOOR UNIT ¢ C° 6'-B"AND 8'-0"OPAQUE SINGLE DOOR o V) GENERAL NOTES 375'MAX. OVERALL FRAME WIDTH W O Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z CL U THE FLORIDA BUILDING CODE AND WHERE PRESSURE 37.5'MAX. OVERALL FRAME WIDTH REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W LT)((jj DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, C LTA DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 35.75" MAX. ZO 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), PANEL WIDTH (,/) HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 03 35.75" MAX. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, PANEL WIDTH EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING SELF IGNRION TEMP ASTM D1929 752'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN g SMOKE DENSITY ASTM D2843 53.47 TENSILE STRENGTH- ASTM D638 3.2% DIFF 5; • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING z = ® 0 o 4500 HOURS XENON ARC METHOD 1 Ed e O a a a 3 DO Ce1bInalronNo:.Atr2)Iy11? V) z Reviewed By. g DateReVewd SAAlil SINGLE DOOR UNIT SINGLE DOOR UNIT V) w WHERE WATER INFILTRATION PERFORMANCE IS � DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIC I MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S X 37.5 +70.0 -70,0 +70.0 -70.0 N A +25.0 -25.0 +4 .0 -40.0 +70.0 -70.0 D z cLATe42417 TABLE OF CONTENTS Q, scruE N.T.S. SHEET (/ DESCRIPTION Mr.er: SINS 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS CHK.BY: 3 1ANCHORING LOCATIONS & DETAILS KURT BALTHAZOR ORwwr NO.: _ FLORIDA P.E. DWG-MA-FLO210-17 [i #56533 SHEEr 1 OF 3 I ai —i N [-- --I : I-- p. m V O z O a OD -4 x x Iv N 4 MORE EQUALLY SPACED om •m r v 6" 6" o N O x O O . �'—• x N x x (n 5.5" 41.250. • Do N D\D N00v T— _ - rn X 2 m A = _ C-1 I I I I 1 I T— N o 9m 0 x x rn 7.375- r 31" 31" 2 6"—{ ^ 4 MORE EQUALLY SPACED 6" r CL 37.125" d in •m v Do -I I III i t I r I I- m m 2 . m rn m c I fO 1 1 1 I T N rm m v ci .r 26" 7.375" r 26" 26" LEO PRODUCT: OPAM MASONITE INTERNATIONAL CORP. PART OR ASSEMBLY: 1955 POWIS ROAD Iw " AACHatrNc LoanoNs WEST CHICAGO, IL 60185 NO. DATE BY &DETAILS REVISIONS L0 0 O QJ Q �O OQ c_ Lr)U TLid 1.25" 1.50" MIN •, t. _25" MIN _0.25" MAX MAX SHIM SHIM CL--I I— CL TYPICAL MASONRY TYPICAL WOOD BUCK ANCHOR INSTALLATION ANCHOR INSTALLATION y �� U 0 a a } m ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE N (FLORIDA #62514) WITH THE LOWEST (LEAST) 9 FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULEcn BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND oc ~ , I THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL AT 5-1/2" CENTERLINE ON 6'-8" HEIGHT UNITS AND AT SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 10-1/2" CENTERLINE ON 8'-0" HEIGHT UNITS. a LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". o WOOD SCREW EDGE DISTANCE MIN 3/4". 2. 4" X 4" FULL MORTISE BUTT HINGES. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT z OF. 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". oAte 4 24 17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO su>-E: N.T.S. TRANSFER LOADS TO STRUCTURE. CWr.BY. SINS Cwc.BY: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. DRAWING NO.: DWO-MA-R.O210-12 SHEET 3 - 3