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Home My WebLink AboutProduct Approval L, i i •. Professiohail. p ' i r i 111111 rill III', pill I SOS Home I Login I User Registration Hot Topic j Submit Surcharge j Stats&Facts Publications PBC Staff I BCIS Site Map I Links Search I ::::dFI rich j (� Product Approval C BSER:Public user taa= Product Approval Menu>Product or Application Search>Application List>Application Detail FL# 363 - ;( Application Type I Code Version 2014 Application Status *Approved by DBPR.Approvals by DBPR shalt be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived ❑ i Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 I sschreiber@masonite.com ;I Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative w? Address/Phone/Email I Quality Assurance Representative Address/Phone/Email (:::LExterlor E I Category Doors Subcategory n Exterior Door Assembii Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute f ' Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 202 1994 II I' Equivalence of Product Standards Certified By I � Product Approval Method Method 1 Option A Date Submitted 05/16/2017 Date Validated 05/22/2017 Date Pending FBC Approval I � , I i I 22363.6 Fiberglass Side-Hinged Door Unit 61-8"Impact Glazed I/S or 0/,S Single or Double Door w/or I w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL22363 RO C CAC NI013717.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 05/31/2021 Design Pressure,+50/-50 Installation Instructions. Other:Evaluated for use in locations adhering to the Florida FL22363 RO II OL0195.pd Building Code,excluding the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed.12'-0"x 6'-8"max nominal size.Hurricane Evaluation Rep6rts protective system not required In the Wind Borne Debris FL22363 RO AElS14008.12d Region.See DWG-MA-WL0195 for details. FL-22363 RO AEi 514012.6df Created by Independent Third Party:Yes 22363.7 --- Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S'Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ-Yes FL22363 RO C CAC NIO13717.18.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+60/-65 Installation Instructionsi Other:Evaluated for use In locations adhering to the Florida FL22363 RO 11 FL0188.pd Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports brts i protective system required in HVHZ,but not in the Wind FL22363 RO AF 514009.1)d Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 R0 AE 514013.r)d Created by Independent Third Party:Yes 22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door Limits of Use Certification Agency Ceftfficate Approved for use in HVHZ:Yes FL22363 RO C'CAC N1013717.18j)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 ' Design Pressure-+60/-60 Installation Instructions Other:Evaluated for use In locations adhering to the Florida 'FL22363 ROTI'FLO188.od Building Code,Including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Ind6pendent Third Party: pressures listed.3'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 RO AE 514002.pd Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 RO AE S14013.M I Created by Independent Third Party:Yes 22363.9 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or O/S Single or Double Door wl or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 RO C- CAC NI1713717.18.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 ' Design Pressure:+50/-50 Installation Instructio..- Other;Evaluated for use In locations adhering to the Florida FL22363 RO Il FLO188.pd Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 RO AE 514007;i)d Borne Debris Region.See DWG-MA-WL0188 for details. FL22363 KO AE 514011.1)d Created by Independent Third Party:Yes 22363.1077nit 8'-0"Glazed I/S or O/S Single or Double Door wl or w/o��6 Sidelites Limits of Use Certification Agency Ce�rtiflcate Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.08.od Approved for use:ootskkWLVHZ:Yes Quality Assurance Contract Expiration Date Impact Re Stant.No 05/31/2021 Design Pre re:+40l- Installation Ihstructions Other.Evaluated for use in locations adhering to the Florida FL22363 RO II FL0190.*I)d Building Code,including the High Velocity Hurricane Zone, Verified By: IN16tional Accreditation&Management Institute and where pressure requirements do exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL22363 RO AE 514007.1)d Debris Region.See DWG-MA-WL0190 for details. FL22363 RO AE 514011.i)df Created by Independent Third Party:Yes 22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL22363 RO C CAC N1013717.09.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 h� MASONITE. FIBERGLASS DOOR UNIT149'WX OWRAU FROE WMIN 8'-V DOUBLE DOOR WITH!WITHOUT SIDELITES 2 1" MAX 36.375�I'm. D1.0. PANEL WIDTH rl 37.5" MAX. GENERAL N I- WIASTRAGAL FRAME WIDTH 1.-EVALUATED FOR USE IN LOCATIONS ADHERING TO C) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM CL DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LO Ul 2. WHEN INSTALLED IN-THE-HIGH VELOCITY HURRICANE-ZONE_(WH?), THE FLORIDA BUILDING'CODE-AND WHERE PRESSURE HURRICANE PROTECTIVE SYSTEM-(SHUTTERS) IS REQUIRED. V) 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. A.-POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX'Of 60 PER-ASTM EB4. - TEST DESCRIPTION h Cl 5, PLASTICS TESTING: DESIGNATION FACING LITE FRAME SELF IGNITION TEMP ASTM D1929 762-'F > 650'F 842*F > 650 'F a RATE OF BURNING ASTM 0635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY ASTM D2843 53.4% 70.2% TENSILE STRENGTH* ASTM D638 1 3.29. DIFF DIFF s. P LASTICS TESTINGRLDWIDE COMPOSITE FRAME (WHERE USED), cl E DESCRIPTION or WORLDWIDE RESULT T11 SELF IGNITION TEM TS_ R121 7L9 IWF >R650*F TM M RATE OF BURNING 0 SMOKE DENSFrY I ASTM D2843 39.0% SELF STRENGTH' I ASTM D638 3.6% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I DOUBLE DOORUNITv_TDz= AddaMumloNAMI CeIlGiealk11N0.:.1�t)1J�f Q' OideRevi 0 rn L'Ll Li Li L-i L-i Li i I Lj Lj Lj Li SINGLE DOOR UNIT pOUBL DOOR UNITOR UNIT SINGLE DOOR UNIT INGLE DOONITlyall)FLITES DOUBLE DOOR UNIT WIDELITES WITH SIDEL 99) 1 1 1 z WHERE WATER INFILTRATION PERFORMANCE Is DATE TABLE OF CONTENTS DESIGN PRESSURE RATING REO [RED To BE 15% OF DESIGN PRESSURE 4126117 1 SHEET DESCRIPTION ON G MAX WIDTH INSWING UTSWI G I SWING MPER Op Z_S ES 0 S HIGH DAM 0 S N.T.S. ei X +40.00-40.0 +40.0 -40,0 NrA +1 C -40. M.BY. SWS I ITYPICAL ELEVATIONS &GENERAL N S N +1 -40.0 +40.0 -40.0 02d 0.00 -25.0 1+40.0 -40.0 HK.BY, 2 IANCHORING DNS " 2 - ..".. 7' + 0 -4 1 KURT SALTHAZOR c 3 ANCHORING. LOCATIONS 7k OR' - -C +25.0 --25.0 1+40. +40.0 -40.0 �==;Frzie� 0 +! -4 .0 +40,0 -40.0 FLORIDA P.E. MWING N04 Oxxo 149 +40H .0 -40.0 +40, -40.0 #56533 DWG-MA-FLO190-17 SHEET g" SEE 5E"E DETAI^L g" ^E• 3" `3 gC• g 6" 1 g"33 �o VI O 3" in C7 N N I?N 0 4 Q =n a -. � � .SEE DETAIL, tO i0 K WWW - N V' B B SEE DETAIL B "C" SEE A A N "C" g„ 3• � 31 — 5" 8" g•�� — _ c iI AIM 3" I 3^ 0.962" V. 1'– "1 g• SEE DETAIL 3 g" x 2' ASTRAGAL RETAINER BOLT HOLE #8 F" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE #10 x 5/8" STRUCTURE DEEP ENOUGH #8 x 2" FOR A 1.375" THROW #10 x 5/8" DETAIL "E" ASTRAGAL •QF.lAl1 "F" ASTRAGAL Z #8 x 2„ #10 x i" ATTACH ASTRAGAL RETAINER BOLT LT 10 x 2-112" �!10 x ]" STRIKEAS SHOWTO N. FRAME 0 #10 x 5/8' DETAIL DETAIL "D" o my uml W Uta'-.- 0.9621 to x ri/�•nm re x r no 1.375" T T 2 INSWING THRESHBUMP RAS THRESHOLD mar-, +/rte NOT f� b 4�� 4 DAM 26 17 41 ttozewe xsLeme teems t� srue N.T.S. OLD .j IYERC6 WaING DETAIL ALTERNATE GLAZING DETAIL W.gh SWS 1.482° 1.75" 1.047" NON–IMPACT GLASS NON–IMPACT GLASS cm m ORAWINO NO,: -j- `r owo-tu-tutYD-17 Z SERIES 0[S THRESHOLD IGH DAM 0/S THRESHOLD sNCEt-2-ovy3 a uo cc 00 SEE DETAIL Q E" SHT. 2 6. 6" _ CL ter' N u)U tOSEE DETAIL -- --- - "D" SHT. 2 K ct SEE DETAIL A cev "C" SHT. 2 3" 3. o I . 1 llr --ill 13- SEE DETAIL i fO 3" 3 "F" SHT. 2 2 6" I -� 6" 1. ANCHOR ANALYS( LOADING CONDITIONS PREPARED, I 0.25^ o - SIGNED AND SEALED B OMAS, PE HARDWARE SCHEDULE (FLORIDA #62514) WITH THE LOWES CL--� (— FASTENER RATING FROM THE DIFFERENT FASTENERS , 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND BEING CONSIDERED FOR USE. JAMB, HEAD, AND SERIES /2 GRADE i DEADLOCK HARDWARE TO BE INSTALLED A7 10-1/2" CENTERLINE. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE "�"•'- #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY 2. 4" X 4" FULL MORTISE BUTT HINGES. a SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2"• p.*-• .: 1'X 2" CORRUGATEDtOx2"WOOD SCREW WOOD SCREW EDGE DISTANCE MIN 3/4". 3" R0M EACH END B" FROM CH END j AND 7" OC AND 1� 0 t3�Dgo°SCREWS {4%g SCREWS 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MI 0��25" EACH END EACH END Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT sHi►xn ACRYLIC OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE auLis SIA 4 26 17 MINIMUM EMBEDMENT OF 1-1/4". CL-�� -- A��llc � o m N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO `•, CAUELXx CL a ® SINS I Ps.5-3 TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD INTEGRAL WW4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (CHS) MULLION (CHS) w13°F 3