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Home My WebLink AboutPRDUCT APPROVAL EXTERIOR DOORS 4 8/18/2021 Florida Building Code Online P T fe- AAl ffLAu o, .i �.�',,., + I.r BCIS Home 1 Log In ] User Registration Hot Topics ? Submit Surcharge Stats&Facts i Publications Contact Us BCIS Site Map Links Search Florida - .. Product Approval USER: Public User Product Approval Menu > Product or Application Search>gpplication List>Application Detail FL # FL22513-113 Application Type Revision Code Version 2020 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 (J) 0 Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 ® pry (800) 663-3667 r M sschreiber@masonite.com � 0 0 �• sop ,D Authorized Signature Steve Schreiber � inN n sschreiber@masonite.com 00 o` C 06 A Technical Representative o0� Address/Phone/Email 0 � fn Quality Assurance Representative Address/Phone/Email https://floridabuilding.org/pr/pr_app_Otl.aspx?par am--wGEVXQwtDqtdytNblepz46QEOwOhYDnHI%2bvKqHKCWn2WNgFPQkSTNA%3d%3d 1/5 8/18/2021 Florida Building Code Online 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 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval Date Approved 11/17/2020 Summary of Products FL # Model, Number or Name Description 22513.1 HPC Wood-edge Steel Side-Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.01-112.pdf https://floddabuilding.orp/Dr/or am dtl.espx?Daram=wGEVXQwtDatdvtNbleoz46QE0wOhYDnHI%2bvKaHKCWn2WNoFPQkSTNA%3d%3d 215 8/18/2021 Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes 22513.2 Wood-edge Steel Side-Hinged Door 8'-0" Opaque I/S or O/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-RI.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514009B.pdf required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 Wood-edge Steel Side-Hinged Door 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-RI.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 https://floddabuildinq.orq/pr/pr app dtl.aspx?param=wGEVXQwtDgtdv(Nblet)z46QEOwOhYDnHI%2bvKaHKCWn2WNgFPQkSTNA%3d%3d 3/5 8/18/2021 Florida Building Code Online Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-Lite Glazed I/S or 0/5 Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.06-RI.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0217.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514007B.pddf, See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.6 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514010B.pdf required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Unit sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf https://floddabuilding.orgipr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKaHKCWn2WNaFPQkSTNA%3d%3d 415 8/18/2021 Florida Building Code Online Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514008B.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0211 for details. �. P22513.8 Wood-edge Steel Side-Hinged Door 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites f Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.03-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0214.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes F3ae9 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 atatement:: 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: 'may [jack M Credit Card Safe hfps://floddabuilding.org/pr/pr app_dtl.espx?param--wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 5/5 h1MAS®I ITE. 149'MAX. OVERALL FRAME WHIN 3/4-LITE WOOD-EDGE STEEL DOOR UNIT 2?" MAX 36,375" MAX. 21"MAX _ " Q a O.L.O. PANE! WIDTH -D.L.D. = Yl J 6=8"DOUBLE DOOR WITH/WITHOUT SIDEL/TES W/ASTRAGAL O GENERAL NOTES a V 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE _ REQUIREMENTS AS DETERK41NM BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, ^ �5 O N $ u 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), °p S� HURRICANE PROTECTVE SYSTEM (SHUTTERS) IS REQUIRED. h 0 y e-U) 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, 0LLJ HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. c 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. tD S. PLASTICS TESTING. a TEST DESCRIPROA DESIGNATION LIE FRAME SELF IGNITION TEMP I ASTM D1929 740 'F> 650'F AAA RASE OF BURNING ASTM D635 0lip 3.4 IN MRi SMOKE OENSRY ASTM 02843 13.4� a } TENSILE SiRENl11H• AS1M D638 7.12 DIFFLLt o• • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUQLE DOOR UNIT W/SID_EI I 0 a (!1 G ®® ®® ®® ' ®® ®® ®® ®® ®® US - F [Ia cn C I DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNlT / G EFOR UNIT IV/cID IlTFS pDU9LE DOD& VMT 10 ircc -FYL.�. OOR SINGt E DDOOR UNIT WITH SIDELRE WRH SIDELa WITH TE WH WATER INFILTRATION PERFORMANCE IS pp DESIGN PRESSURE RATING REQUIRED TO BE 15R OF DESIGN PRESSURE ON IG MAX WIDTH INSWING. OUTSWING INSIVING BUMPER 0 S -SERIES 0 S HIGH DAM 0 S T4 0 S HP 0 S n d X 37.5 +50.0 -50.0 +50.0 -50. N +2 .0 -20.0 +30.0 -J .0 +50.0 - 0.0 + 0.0 -50.0 +50.0 - D. XX 74 +5D,0 - 0. TWO -50.0 N A +20.D -2 .0 +30.0 -30.0 +50.0 -50.0 N A N/A OX a XO 75 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A m q C OXO 112.5 t50.0 -50.0 +50.0 -50.0 N A + 0.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A z OXXO 149 +50,0 -50.0 +50.0 - 0A N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A %-VENT 37.5 +50,0 -50.0 +50.0 -50.1 N A N A N A N A N A N A T' l, DATE 5126117 y►r�� SCAM N.T.S, TABLE OF CONTENTS + aw.By. SWS SHEE1 // DESCRIPTION KURT BAITHAZOR cw_BY. 1 TYPICAL ELEVATIONS & GENERAL NOTESONE FLORIDA P.E. Ewv DWO-yAI Fl0214-17 2 ANCHORING LOCATIONS & DETAILS �56533 3 ANCHORING LOCATIONS & DETAILS sHM 1 of 3 op¢ 00 B" SEE DETAIL _ 6' C� O 3. .E. 3' Q[� 6. 6' 6. 6" I J f — —�—6' G.—� f Q Q N N � � n Lo U o w a n In a SEE DETAIL N in'D" f g a SEE DETAIL > 'C' — A _ w w I _ _ SEE DETAIL W .C. Ld e 8 O B • IA t_ A n O 6. B — a + k c 6" `�Q 3 0 o I I s ' '� 1° rd 3" 3' 3. 3" `3. �3- 3" 6. 6. � 10 6' a SEE DETAIL #8 x 2" .F. ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" ® MUST BE DRILLED THROUGH 1n ° THE THRESHOLD & INTO THE 9 STRUCTURE DEEP ENOUGH = #8 x 2„ #10 x 5/8" FOR A 1.375" THROW cn w #10 x f" DETAIL "E" ASTRAGAL m 1n 0 #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o c 10 x I" STRIKE PLATE TO FRAME W 1n� #10 x 5/8" AS SHOWN. DETAIL "D" DETAIL "C00 1 0.962'lL J HOT MT m a �p� 1.43Y } aASF01dER�` a 1.375" Jr.x 1-1/2"PHS T T T INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 O/S THRESHOLD z ._1 HOT A w 4- 1/Y BITE lddtdT�(.OIWI EtASTWOldE R ,,,,• WE 5126117 1.482" 1.75" 1.047' 1.437" E�@!OS JN EROR 0� s� N.T.S. Ta J ' TYPICAL GLAZING DETAIL aWc sws T T NON-IMPACT GLASS a«.BY. DPAWK fro. Z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD M-MA-R0214-77 SHEET OF 3 SEE DETAIL 6" —6' a Do "E" SHT. 2 3" 3" 3 O CC � 3'— 6" f— 3 I 31 u O CO z �-� I6' 6" 6" In _ 6" 6" I •m O U W _ _ a SEE DETAIL _ — ¢ Lo U ii }'D" SHT. 2 vvi Z IL 0• SEE DETAIL _ S Q ?� "C" SHT. 2 A •_ C' In W B O � K A _t�r 6" W ti 3" 3" 3" 3"6 _ 6" _ 3•I U SEE DETAIL 'r SHT. 2 6" 6'am I IL HARDWARE SCHEDULEEn a a 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ME SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. oin ATTACHMENT DETAIL 1.25" p ;'i 2. 4" X 4" FULL MORTISE BUTT HINGES. wo 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN —MAX �v=i SIGNED AND SEALED BY ROBERTO LOAAS, PE SHIM 1"x1/z" CORRUGATED �1oxz' WOOD SCREW 0 3" FROM EACH END 6" FROM EACH END o wto (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7'OC AND 12" OC z FASTENER RATING FROM THE DIFFERENT FASTENERS cL'I I— ,°J1 I =W N BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1" ACRYLIC zo THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE T a #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYUc CAULK oca SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX ,cL N ULK LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". a2m 0 WOOD SCREW EDGE DISTANCE MIN 3/4". 1 � COMBINATION WOOD COMBINATION WOOD ^ 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"— ° MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.—MAXAX (3 y10X2-1/2' m¢O OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ��ot3D SCREWS Z MINIMUM EMBEDMENT OF 1-1/4". EACH END CL—� �— 4 ogre 5126117 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO •' ° swa N.T.S. TRANSFER LOADS TO STRUCTURE. otic By. 56vs 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK C9`•G" ANCHOR INSTALLATION opAwNu no.: INTEGRAL WOOD DsvG-UA-FI0214-17 MULLION (CHS) sw-a 3 of 3