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Home My WebLink AboutProduct Approval BCIS Home Cog In #User Registration Hot Topics } Submit Surcharge Stats&Fads 1 Publications FBC Staff 1 SCIS Site Map Links Search I�"td Product Approval am. USER:Public User . R.:ytnn*c eta :4..3E:iYlis. Product Approval Menu>Product or Aophcation Search>Application List>Application Detail FL# FL22363 Application Type Code Version 2014 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 RECEII/grE) Address/Phone/Email 1955 Powls Road West Chicago,IL 60185 QCT Q:k 1Q�7 (800)663-3667 sschreiber@masonite.com PERMITTING Authorized Signature Steve Schreiber $t'Lucie County, FL sschreiber@masonite.com Technical Representative kweOP11 Address/Phone/EmailQuality Assurance Representative Address/Phone/Email CategoryExterior 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 05/16/2017 Date Validated 05/22/2017 Date Pending FBC Approval Date Approved 05/29/2017 Summa ry of Products FL# Model,Number or Name Description 22363.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ;Yes FL22363 RO C CAC N1013717.17.i)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure:+60/-65 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 RO II FL0187,I)d 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.X-O"x 6'-8'max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 RO AE 514010.0 Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 RO AE 514014.j)d Created by Independent Third Party:Yes 22363.2 Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 RO C CAC N1013717.17.pdf 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 RO 11 FI_0187,nd 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 61-8"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 RO AE 514010.0d Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 RO AE 514014.pd Created by Independent Third Party:Yes 22363.3 ---IFberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 RO C CAC N1013717.17.gd 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 RQ 11 FL0187.1)d 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 6'-8"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ,but not in the Wind FL22363 RO AE 514010.0f Borne Debris Region.See DWG-MA-WL0187 for details. FL22363 RO AE 514014.pd Created by Independent Third Party:Yes 22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o I Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FIL2.2363 RO C CAC N1013717.03.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2021 Design Pressure:+40/-40 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22363 RO 11 FI-0189-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 6'-8"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FO-2363 RO AE 514008j)d Debris Region.See DWG-MA-WL0189 for details. FL22363 RO AE 514012.pdf Created by Independent Third Party:Yes 22363.5 [Fiberglass Side-Hinged Door Unit 6'-8"3/4-Ute Glazed I/S or O/S Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22363 RO C CAC NI013717.04.12df Approved for u Yes Quality Assurance Contract Expiration Date Impact IR:j.�,,.nEtNo 05/31/2021 0 ur 3_, Design u r ne:1�5 0 7/-1 Installation Instructions Other:Evaluate use use in locations adhering to the Florida FL22363 RO 11 FL0193.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 Independent Third Party: pressures listed.12'-0"x 6'-8"max nominal size.Hurricane Evaluation Reports protective system required in HVHZ and the Wind Borne FL22363 RO AE 514008,od Debris Region.See DWG-MA-WL0193 for details. FL22363 RO AE 514012.gdf Created by Independent Third Party:Yes to !11� I"1ASONITE. tas'Mar.or�ruu Err E woo rr 00 21" MAX 36.375" MAX. 2T" MAX a 3/4-LITE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH .-p,l,D, 37.5" MAX � Q 6=8^DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH i~ SrENF ° NOT 4 cc Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE _ U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. n Lo 2, WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HV)12), 19 O HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. p n. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, -'I '} HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 4 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w `' AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. h 5. PLASTICS TESTING: ° TEST DESCRIPTION DESIGNATION FACING LITE FRAME REL"SELF tGNTRGN TEMP ASTM D1929 752 'F > 650'F $42'F> 650'f OF BURNING ASTM D835 0.56 IN MIN 1.2$ IN MIN SMOKE D£NSLTY ASTM D284J �r TENSILE STRENGTH- ASTM 063$ 3.29: DIFF 1,8%33.4X ?0,27.DIFF 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT +u SELF IGNITION TEMP ASTM D1929 779'F > 650 RATE OF BURNING ASTM D$35 D.0 IN MIN SMOKE DENSITY ASTM D2$43 39.08 DOUBLE DOOR UNIT W/ IDEI ITcs TENSILE STRENGTH* ASTM 063$ 1 3.69. DIFF AddMmtaNAN • COMPARATWE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I c tir imNo-,We) 1114'• (Mt9Ra+i� 0 1313 [313 El® 1113 0131 ®® 13131113 0 11 LJ a �Y SINGLE DOOR UN J y 1lHJ.E DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT}yDOJ _....- WITH IDs £LIT£ WITH StOELtiE _�f DOOR UNIT w/c10FL[T(;y y -ERI-WATER WA E NIL 'PION 7wo-NOW LS TABLE OF CONTENTS " DESIGN PRESSURE RATING REQUIRED TO BE 15� qF DESIGN PRESSURE 4/26/17 SHEET }j DESCRIPTION CON Wt TH IN 2N OU SWING INSWIN U 0 5 - S H! H AMO / /� N.T.S. + .0 N A +2 .O -25,0 +40. -40.0 +5 . -50.0 a "7 0".BY. SWS _t _TYPICAL £1EVATIONS c GENERAL NOiE5 XX 74 +S .0 -.0.0 +, -50.0 N.A +2 - -?. .0 +40-0 -40.0 + .0 - 0. 2- A CH RIN LO TIO S & D AI 5 OX or XO 7 +502 -50:0 + 0.0 -50.0 N A + .0 -25.0 +40.0 -40. +52.0 -50.0 cxa,Br 3 ANCHORING LOCATIONS D AILS - OX0 112,5 +500 -50 + 0.0 - 0.0 N A +25.0 140.0 -40.0 •t 0.0 - 0.0 KURT BALTHAZOR p Bo llov FLORIDA P.E.56533 DWG-MA-FL0193-17 OXX 49 + 0, - + p.0 - q.0 N A + .0 -2 .0 +40.0 -40. +5 . - tORIDA °ua Lc) 6' SEE DETAIL ~3' 6" o� O 3" �E' � 3" 3" 3` i I I VQ 6" 6" 8"- I C)Q 6 6" CL U M Lo(� M _ B / SEE DETAIL _ } oSEE DETAIL SEE DETAIL O — L'' — "C" w In n S O B w G vi A q 6' SCJ 6" 6 1I 59 . 3' 3" 3" 3- \ 6" 6I o 1d' 3" 3" � 6 SEE DETAIL #8 x 2" F" V ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE STRUCTURE OLD & INTO DEEP HE DEEP ENOUGH #10 x 5/8" FOR A 1.375" THROW #8 x 2" #10 x T" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL o #10 x 2--1/2" ATTACH ASTRAGAL RETAINER BOLT V) p #10 x I" STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. DETAIL "C" DETAIL "D" uia 0 0.9621 1.375" --- NosT�' tea\ INSWING THRESHOLD BlICAPFR 0/S THRESHOLD Roymw r�j ;p.MTE tmM&T g L/3 artc nASMM ale 4 28/17 a . 1>rrzruoa r.. rDANOM � tmtsa�e _y sent[: N.T.S. 1.462'ffk=n -' 1.75"E-a;j1.04T TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL. VkG et: $W$ NDN-IMPACT CLASS NON-IMMI GLASS cKK By. T T dawm0 NO.: OWC-MA-EL3-17 THRF�F Ql-0 HIGH DI2 o AM 0/S THRESHOLD F sN¢r f 3 SEE DETAIL 8" —6 00 "E" SHT. 2 3" 3" 3' 3" Q 0 3" -_ 8" I 3' cl 1' I I I 1 I I I I J c� I"S. 6„ I 6" 6" 6" SQ c } — O V r M 0.= SEE DETAIL — �U N 0 SHT. 2 — } N ° ~Lu SEE DETAIL W W "C" SMT. 2 lJ w I m 8 ul — 9 GI-_ a Gll G H a s' I � i I I I � 8 3" 1 3„ 6 6" 3' y SEE DETAIL 6" 6" "F" SHT. 2 g" 1 HARDWARE SCHEDULE 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 1,25 9 4" X 4".FULL MORTISE BUTT HINGES. — MINo.zs" 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, o " MA t"xt/2" CORRUGATED #1Ox2" wooD SCREW SIGNED AND SEALED BY ROBERTO LOMAS, PE sH M 3" ROM EACH END 6 FROM EACH END o (FLORIDA #62514) WITH THE LOWEST (LEAST) CL AND 7" oc AND t2" oc FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC 'THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE __ CCAAULK #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AWkIC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR V CAULK CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 WOOD SCREW EDGE DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROMANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN ! y5" (3) Htox2-1/2" (4) k1ox2-1/2` ZOF 11/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEIM WOOD SCREWS WOOD SCREWSEACH END EACH END MINIMUM EMBEDMENT OF 1-1/4". CME: 4 26 17 se"3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO m M, N.7.3. TRANSFER LOADS TO STRUCTURE. owc.er. SwS ® ® Y� CHK-BY-. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK DPAWM No.: ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW ,Wo_MA-FL0l93-17 MULLION (CHS) MULLION (CHS) sNecr 3 or 3