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Home My WebLink AboutPRODUCT APPROVAL - SWINGING EXTERIOR DOOR (2)FILE COPS' �i- .R1� i �'��i .,w�x' 'fit' 'i2 �•��'` k ; - � ` 4 pp BCIS Home i Log In User Registration Hot Topla j Submit Surcharge Stats & Facts Publications Contatt Us BCIS Slte Map Links Search I Florida *Pro,duLt Approval USER: Public User rrdurr .`.onrnvA !acne > Flroducz nr Aonhe'minn Severn > .1nnGration > Application Detail SCANNED FL # FL22513-R2 BY Application Type Revision $t Lucie Count 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. i I Comments Archived rI Product Manufacturer Masonite International Address/Phone/Email 1955 PowiS Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@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 I Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 summary of Prnducts 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 PI22513 R2 C CAC' N1013747.01-RI.m1f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 li FL0212.r)df Building Code, Including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R2 AE 514008.odf required. Door top ralls stamped "HPC". See DWG -MA- Created by Independent Third Party: Yes FL0212 for details. 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 R2 C CAC: N1013747.04.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions other: Evaluated for use in locations adhering to the Florida F22513 R2 11 F1_021.5.odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system FI.22513 R2 AE 514009.odf not 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 FL.22513 R2 C CAC N1013747.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22513 112 11 FL0215.o(If Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed, 12'-0" x 8'-0" max nominal size, When Evaluation Reports impact resistance is required, hurricane protective system FL22513 R2 AE 514007.ndf not required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See 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 FL.22513 R2 C CAC N1013747.04.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date impact Resistant: Yes 06/30/2021 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida F1,22513 R2 it FLd121 5.ndf Building Code, Including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports Impact resistance is required, hurricane protective system F1_2.2513 R2 AF 534007.ndf not required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites, See DWG-MA-FLO215 for details. 22513.5 Wood -edge Steel Side -Hinged Door 8'-C" 3/4-Late Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FI.22.513 R2 11 FL0217.ndf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x V-0" max nominal size. When Evaluation Reports Impact resistance is required, hurricane protective system is FI.22513 R2 AF 514007.ndf required. 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 F122513 R2 C CAC NI01 3747-R1 .prif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FI.22513 R2 i1 FL021 1.1>df Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system FI.22S13 R2 AF S14010jidf not 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 Sidelltes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F(.22513 R2 is CAC NI013747-R1.orif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida F1.22913 R2 ii FI..0211.Odf Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system FI_22.513 R2 AF 514008.rdf not required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FLO211 for details. 22513.8 Wood -edge Steel Side -Hinged Door 6'-8" 3/4-Cite Glazed I/S or O/S Single or Double Door w/ or Unit w/o Sidelites Limits of.Use Certification Agency Certificate Approved for use in HVHZ: Yes FI-22513 R2 C CAC N10I:1747,03-R1.rd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R2 11 FL0214.n(If Building Code, including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When Created by Independent Third Party: Evaluation Reports impact resistance is required, hurricane protective system is F1.22513 R2 AF 51.4008.1)df required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 I 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 omails 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: g F�g iCterl M I Credit Card Safe Ill MASONITC. WOOD -EDGE STEEL DOOR UNIT S=S" DOUBLE DOOR WITH / WITHOUT SIDELINES GENERAL NO a 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 NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT CUSS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP AS1M D1929 842 'F > 650 'F RATE OF BURNING ASTM 0635 1.28 IN MIN SMOKE DENSITY I ASTM D2843 70.25 TENSILE STRENGTH- I ASTM D638 1.8% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149' MAX. MERALL FRAME B1OTH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. _� W/ASTRAGAL FEE WIDTH (•� I•I ` I•I I.I1 ro P, o Mc x a UBLE DOOR UNIT W SIDELINE SINGLF DOOR UNIT SINGLE DOOR UNR w/SIDELITFS WITH SIDELINE III DESIGN PRESSURE RATING WHERE WA R INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH IN ING OUTSWING INSWING B M 2- ES 0 S HIGH DAM 0 S T4 0 S HP BUMP O S 5 +70.0 -70.0 +70.0 -70.0 +2 .0 -20.0 +30.0 - 0.0 +5 .D - 0.0 +50. - 0. + 0 XX 74 +55.0 -55.0 +55.0 - .0 +20.0 -20.0 +30.0 -30.0 +50.06 - D.0 N A N A OX or XO 75 :55.0 -55.0 +55.0 -55.0 EA +20.0 -2 A +30. - 0. OXO t 12.5 +5 .0 - .0 t5 .0 - .0 +20.0 -20.0 +3D.D -30.0 + 0.0 OXXO 149 + .0 -55. +55.0 -55.D +20.0 7 -20.0 +3D.0 TABLE OF CONTENTS SHEET i� DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS MdafftloNW cuffiallAIML..poomilf lip 1 41-i KURT BALTNAZOR FLORIDA P.E. 156533 00 O 0 co O 0J �Lo O �dU Ln = U O �~ t�j mad 0 a rr-5126117 ME N.T.S. B. BY.- SWS w BY: w mr No_ 10-MA-FLO21 I-17 B:r 1 oF� G c 3' SEE DEN 'C' ¢ Lq N 3' " r SEE DEWL J I^ 6- 'F' #8 x 2" #8 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" 51 #10 x 2-1/2" #10 x 1" DETAIL "E" ASTRAGAL ❑ #10 x ?" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. DETAIL "C" DETAIL "D" 1 1.37S' 0.962',' J 1.437' T T T 01 INSWING THRESHOL BUMPER O/S THRESHOLD T4 0/S THRESHOLD 1 1.482" 1 1.75'E-Z `1.047' 1 1.437" T T T Z-SERIES OfS THRESHOLD HIGH DAM O/S THR SHO n P O/S THR HOLn ;EE DETAIL C' -1 f- 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL MOT MELT -,, E1lSTOh1ER /6 X 1-1/2' PHS lioT MELT .,` 1/2' BITE aASMYER X. TYPICAL GLAZING DETAIL NON -IMPACT GLASS caffieftN, M1E 5 26 1: N.T.S. nro.6r. SW: CW. W. SEE DETAIL "C' SHT. 2 6' 6' 3"� c 3 1 1 r. 3 -� F-3i 6 I I.I N W Q U a SEE DETAIL } 'D" SHT. 2 J CI w w �I �L I I l 1 I 6' 6• I I 1 I� I m f — W v — II II II _ II o w w 8 z aI i 3 r Y 6 3� 6" �'1 3.6- —� �-- 3' HARDWARF SCHFDIII F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL 11.25" : x . 2. 4" X 4" FULL MORTISE BUTT HINGES. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —0.25" 1'X1 /2• CORRUGATED SIGNED AND SEALED BY ROBERTO LOAAS, PE f R g1" FROM WOOD SCREW IM 3" OM EACH END fi" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) cL ,� AND 7' oc AND 12" OC FASTENER RATING FROM THE DIFFERENT FASTENERS i BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE AC # 10 WOOD SCREWS OR 1 /4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC�yLIc SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK —CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50' L MULLION (BOXED) 'MU2�LLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT- �'" ' o.zs' 13WOboOSC/�REWS• OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE M MINIMUM EMBEDMENT OF 1-1/4". EACH END I CddemtalYAM 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CL TRANSFER LOADS TO STRUCTURE. 1' = Ubalrieae 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) a —m U Q0 � O � J � � 0 LU � U CL �0U �L10 r j E: N.T.S. ar SWS er: nNc ao� AN-Fu12i1-17 T 3 or