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Home My WebLink AboutProduct Approval; Swinging Exterior Door Assemblies,Florida Building Code Online file Copt File Ol m Page 1 of 3 Comments Archived L 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 Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval Date Approved 11/17/2020 file:///C:/Users/ISENHO-1/AppData/Local/Temp/Low/3HA5PDTN.htm 7/27/2021 Florida Building Code Online Page 2 of 3 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-R2.1)df 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 IT FL0212,pdf 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 R3 AE 514008B.odf required. Door top rails stamped "HPC". See DWG-MA-FL0212 Created by Independent Third Party: Yes for details. 22513.2 7tWood-edge Steel Side -Hinged Door Unit 8'-0" 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 t�I013747,0 t-Rl.o If 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.Rdf 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 impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514009B.odf required. See DWG-MA-FLO215 for details. Created by Independent Third Party: Yes 22513.3 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL225t3 R3__C_CAC,_NTO137,47,04-R1_,Ildf 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.._ft3,_,II,,, FL0215.;,pdf 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 not FL22513 R3 AE 514007B.odf 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 Unit 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013747.04-111.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2025 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.1)clf 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 not FL22513 R3 AE 514007B.odf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0215 for details. 22513.5 Wood -edge Steel Side -Hinged Door Unit 8'-0" 3/4-Lite 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 FL225I.3 R3 C CAC NI013747.06-R1.Odf 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 FL225I.3 R3 IT FL0217'pdf 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 is FL22513 R3_Ak_, 514007B;pdf required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.6 I Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S or O/S Single Door Unit file:///C:/Users/ISENHO—I/AppData/Local/Temp/Low/3HA5PDTN.htm 7/27/2021 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use. in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA-FLO211 for details. Certification Agency Certificate FL22513 R3.0 CAC NI013747-R2:pdf Quality Assurance Contract Expiration Date 06/30/2025 Installation Instructions FL22513 R3 II FL0211.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R3 AE 5140108_pdf Created by Independent Third Party: Yes 13.7 _- "�,-d� Wood -edge Steel 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 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: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.1)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. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R3 AE 51.4008B.pdf required on opaque panels, but is required on glazed Created by Independent Third Party: Yes sidelites. See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit 6'-8" 3/4-Lite 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 FL2251.3 R3 C CAC NI01.3747.03-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 FL225.13.._R3_ I+__FL0214;--p 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 R3 AE 514008B.pdf required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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: ,.. ® E29 Credit Card ` Secti11.t'MT.T,i±f.GS' file:///C:/Users/ISENHO-1/AppData/Local/Temp/Low/3HA5PDTN.htm 7/27/2021 I`ti 1MASONITE. WOOD -EDGE STEEL DOOR UNIT 6'-S" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NO7�5 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. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON SIDELITES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: TF^.T nFCrRIPTmw I MIr:MATI M I TTF FRAMF SELF IGNITION TEMP ASTM D1929 740'F > 650-'F RATE -OF BURNING ASTM D635 _ 0.77 IN MIN SMOKE DENSITY ASTM D2843 - 13.4% TENSILE STRENGTH- ASTM D638 7.1% DIFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 ,SINGLE DOOR UN)T WITH SIDELaf 149' MAX. OVERALL FRAA!E MOTH 27" MAX 36,375" MAX. D.L.O. -- PANEL WIDTH 37.5" MAX, W/ASTRAGAL (� FRAME WIDTH 13 I'smou, NUM m w I I wlj DOUBLE DOOR UNIT WSlDEL1TES IIII III Ili !I � �I hI It (�l SINGLE DOOR UNIT W/SIDEllTE5 DOUBLE DOOR OWE W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE •159 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUM ER 0 S Z-SERIES O/S HIGH DAM 0 S T4 0 5 HP'BUMP S X 37.5 +70.0 -70.0 +70.0 -70.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 +50.0 -50.0 ! +50.0 -50.0 XX 74 +55.0 -55.0 +55.0 -55.0 N A +20.G-2.0 ++33300..00 --3300,.00' - N AAA OX or XO 75 +55.0 -55.0 455.0 -55.0 N A +50-50,0 N A - - NN 112.5 +55.0 55.0 +55.0 .0 A ,OXO ++5500...000 --5500..00 - A OXXO 149+55.0 +20.0 -20,0 1 +30.0 =300 +50.0 -50,0 INA N A TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS ur) CC a 00 � cp CEcc 53 �I 4 U ti LO L0 co 9 1$ aw.c: IV. I.J... Dwc. TiY: SINS CH%. BY: KURT BALTHAZOR DRAWING No,: FLORIDA P.E. #56533 DWG-MA-FLO21 1 -1 _ SKEET 1 of 3 3' — SEE DETAIL .c. 3' — 6' — 3• SEE DETAIL "E" (^ 3. — 6- 3 3" 3" 3. 1 f p W 4 J I � Of o A O B. 0 — 6' — _ 6" 3' Il��lr 6' 6 ! III I 3" I3. 33. 6• I 6" ' Ii -1_ 6" w- —� 0 UJI f � N a SEE DETAIL J jt 0 Y G i I.__ -----'I H-1 .1III-. , SEE DETAIL #8 x 2" #8 x 2" #10 x 5/8" #8 x 2" #10 x 5/8" . ' #10 x 1 " DETAIL "E"._ASTRAGAL 0 #10 x 2-1/2" o• ATTACH ASTRAGAL RETAINER BOLT # 10 x I" STRIKE PLATE TO FRAME #10 x 5/8AS SHOWN. DETAIL "C" DETAIL "D" 1 1 0.962"1 — 1.375"SLMT � 1.437" goccf T T T INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD 1 1 1 1.482" , �_ 1.75" '1.047" 1.437- T T T Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD HOT MELT SEE .c. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL ,6 K 1-1/2- PHS HOT MELT /� ,,�.�._ 1/2' BITE EIiSTOMER EXTEMOR 4 INTEBl4B TYPICAL GLAZING DETAIL NON —IMPACT GLASS a 00 cf:U p� z o¢� Q (n O C� W OU Z QZ � U CZ C � c W.' Fill 22ko nurE 512611 i DWr. BY: sws CHK. 6r: OF ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3" - ' o w U m SEE DETAIL `f I j m "D" SHT. 2 IE i 7 cf w w w 0 o s n ,i v G t0 I 3" MIN _ 0.2 " CL TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 6" 6. 3" 3" 3 � III _ III io 1 a • I _ 1 I rn E w B o: rat ' C N B 0 j i Si ! �t 'I II II �. II � _ III k 10 6" '- - f""" 6. HARnWARF Sf'HFF1111 F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 'MIN„ �. Mom" SHIM CL J I_ .wfi . TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X1/2" CORRUGATED %10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC I ACRYLIC LATEX CAULK ALARYLIC TEX i CAULK CL t COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) '3WObD SCREWS EACH END INTEGRAL WOOD MULLION (CHS) sr ev. N.T.S. DWG. BY. SWS low. BY: a 1-171