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Home My WebLink Aboutproduct approvals (2)i 6/14/2021 Florida Building Code Online Ramok BCIS Home Log In User Registration Hot Topics Submit Surcharge Statr&Facts Publications Contact S e Ma 'nks Search '# I Product Approval USER:Public User pr R VIEWED FOR Product Approval Menu>Product or Application Search>Application List>Application Detail CODE COMPLIANCE FL# FL22513-R3 p`y COUNTY Application Type Revision Code Version 2020 104BQCC 97*a 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 f 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 \ https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWnO"gFPQkSTNA%3d%3d 1/3 6/14/2021 Florida Building Code Online 4 r Date Approved 11/17/2020 Summary of Products , FL# Model, umber 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i 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 i Limits of Use Certification Agency Certificate ^ Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.04-111.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions j 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 s 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 i 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 Design Pressure:+50/-45 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 j 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 I Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite 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 R3 C CAC NI013747.06-111.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions i 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.pdf See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 2513.E ;Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI°/"2bvKgHKCWn2WNgFPQkSTNA°/"3d°/"3d 2/3 6/14/2021 Unit Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NIO13747-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 NIO13747-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.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 i resistance is required,hurricane protective system not required FL22513 R3 AE 514008B.pdf i on opaque panels,but is required on glazed sidelites. See Created by Independent Third Party:Yes DWG-MA-FL0211 for details. 22513.8 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 I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NIO13747.03-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 I. Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0214.pdf i 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 Back 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 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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, ® eClreck Credit Card Safe hfps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnHI%2bvKgHKCWn2WNgFPQkSTNA%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION icy} Company: Masonite International Corporation Certification No.: NI013747-R2 1955 Powis Road Certification Date: 06/08/2017 ; a West Chicago,IL 60185 Expiration Date: 06/30/2025 V A. Revision Date: 07/27/2020 3 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites (w/Wood Frame unless noted) M s. Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered) The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI. Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psfl Yes ATLNC 1001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf3.4•5 Anchor Details-DWG-MA-171,0211-17 XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0"x 6'8" +551-55 3.0 psfl Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf' AnchorDetails-DWG-MA-FL0211-17 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50 psf' AnchorDetails-DWG-MA-FL0211-17 OXO I/S Opaque Door 910"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 910"x 6'8" +551-55 3.0 psfl Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50 psf' AnchorDetails-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-DWG-MA-FL0211-17 OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psfl Door-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No TMaximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" 7.50 psf' AnchorDetails-DWG-MA-FL0211-17 1-Denotes Bumper Outswing Threshold 2-Denotes 7 Series Outswing Threshold 3-11i-Dam Outswing Threshold 4-Pro T4 Threshold 541P Outswing Threshold National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ��"� h1 MAsoNITc. 149'MAX. OVERALL FRAME 6YIDTH r lDo 21 o a WOOD-EDGE STEEL DOOR UNIT D.L.O.MAX 36.375" MAX, -, Q cp 6'-8"DOUBLE DOOR WITH/WITHOUT SIDEL(TES PANEL WIDTH 37.5" MAX, p WIASTRAGAL I^FRAME W1DTN�' 0 (x`I GE, NEAL NO O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO CC �Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE ® ® ® ® � C-U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LJJ _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED, CJ o ~ Lr) cR 2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION OR THE HIGH VELOCITY HURRICANE ZONE HVH2), cr) W HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON SIDELRES. W �i S III 3. w M POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 4, PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME =u o SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN 1N $ ao y ¢z SMOKE DENSRY ASTM D2843 13.4% x� �+� �eW TENSILE STRENGTH• ASTM D638 73%-DIFF - - - - °j5� m * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING x L' q c`S 4500 HOURS XENON ARC METHOD 1 $o r DOUBLE DOOR UN)T WISIDELITES. Z). a a ® ® ® ® ® ® ® ® ® ®.� ® ® 013 ® ® o LIj I� � � 00 < UW g I- o SfNGI F DOOR UNIT DOUBL✓ DOOR� SINGLE ODOR UNIT �N��DO R UNIT SING!F DQOR UNI f_WISIDELITES DOUBLE DOOR UNIT WI5IDELITEs �a W(TH IDEU7E WITH SIDELITE o N W DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z--SERIES 0 5 HIGH DAM 0 XX - . . . , . 0 SX 0 - .00 N A +20.0 -200 +30,0 -30,0 +50.0 -5034 .0 500 -50 50.0007 +55.0 -5 +55.0 -55. N A +20.0 -20 +300 -30,0 +50. A , , OX o +55.0 -55.0 +55.0 -550 N A +20.0 -240 +30.0 -30.0 +50 500 5.0 50 5 .0 3 0 A OXO 112.5 +5 & 5 A +20.0 -20.0 +30,0 - 0.0 +500 149 .0 55.0 +5 -50 N A 5.D , AOXXO , . .0 -50.0 N/A m Z A DATE: 5126117 Add8rdmltofdANl � scAi.E. N.T.S. TABLE OF CONTENTS SINS SHEET # DESCRIPTION CHK.BY: 1 ITYPICAL ELEVATIONS & GENERAL NOTES flY- KURT BALTHAZOR DRAMNO NO.: 2 ANCHORING LOCATIONS & DETAILS FLORIDA P.E. DWG-MA-FL0211-1: 3 JANCHORING LOCATIONS & DETAILS #56533 L OF 3 a 6"—1 SEE DETAIL 6" Cc)O g" LD 3" {� 3"—� _ 3-E" 3J- 77+ 3' 1 31 ZO c 1 I-- Ed _ � II I Q (!�Q 6. 6" — 3 l7 t � 1 N M �U Mn W W z U a SEE DETAIL C~i) N••D" V) — SEE DETAIL o 0 ec" _ A w w SEE DETAIL w w B 0: 4J 0 � ui O 6" ~N 6" _ 6" m c� 0 6" 1w z _ I N B 1 N O I Q I I r 3" o �d 6 B" a I a SEE DETAIL -F- #8 x 2" 3 r 'ASTRAGAL RETAINER BOLT HOLE `"m 8 x 2" #10 x 5/8": ® MUST BE DRILLED THROUGH v, # THE THRESHOLD & INTO THE � STRUCTURE DEEP ENOUGH i #10 x 5/8' FOR A 1.375" THROW W #8 x 2" ' #10 x 1" DETAIL "E" ASTRAGA v p #10 x 2-1 2/ " .DE ATTACH ASTRAGAL RETAINER BOLT TAIL 'F".ASTRAGAL o #10 x i" STRIKE PLATE TO FRAME w #10 x 5/8 AS SHOWN. a G DETAIL "C" DETAIL "D" co 1 mow. 0.962 MELT ELASfHOTOMER 1.375" 1,437" 06 X 1-1/2-PHS T ��T_ T INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD ¢z' HOT MELT •,.5'�.•�• 1/2"BITE ! n(p IVM I ELlSTOMER r.y' _ ..... DAIM 5 rnor 1.482" 1,75"2�"Zgj 1.047" E1QE819B JPIIEBt4S ow SCALE: N.TS, 1.437" TYPICAL GLAZING DETAIL DM. BY. SWS T T T NON IMPACT GLASS Cw.B'' Z-SERIES OAS THRESHOLD HIGH DAM 0/S THRESHOLD HP O/S THRESHOLD ORAPIRc e0.: DING-MA-flA2*1-12 .—.. �__..• sHEtT 2 oF'3 ICI i7 SEE DETAIL 3" 6"— �I 6" 'a: Qp "E" SHT. 2 1 1 I f I I 1 I ( O cJ 6" cic Z - N - wpd Mn o CL v a SEE DETAIL ¢ lLl Ln C> } "D" SHT. 2 y• - - Z �f- J W SEE DETAIL a 0 0 lS C. SHT. 2 - A ul w - - n B _ w w —:6" z log -I 6" 3"—) 6 6" I 3" ay g `a kdd6radunlnGW1 _SEE DETAIL 6" 6"I bi Q •F" SHT. 2 6" o e . 0 RB HARDWARE SCHEDULE. 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND En V m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. o ATTACHMENT DETAIL 1.25 2. 4" X 4" FULL MORTISE BUTT HINGES. w o MIN �; n Of 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, - Mnz� 1"X1 j2" CORRUGATED 1Y10X2" WOOD SCREW p w SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6 FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) CL�I AND 7" oc AND 12" oc 00 2., _ FASTENER RATING FROM THE DIFFERENT FASTENERS �� I _. $w BEING CONSIDERED FOR USE. JAMB, HEAD, AND 'n' 00 a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LAU is a 10 WOOD SCREWS OR 1 4" TAPCONS. A PHYSICAL CAULK # / TYPICAL MASONRY ACRYLIC $4- WOOD SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". Coco 0 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 '0.25" MAX (3) ##1DX2-1/2" m¢Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM W09D SCREWS MINIMUM EMBEDMENT OF 1-1/4". EACH END CL—� I— �I DA�E:�26 17 DWG. W: SINS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO „;r ® SCALEN.T.S. TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® ® FCHANCHOR INSTALLATIONINTEGRAL WOODMULLION (CHS) or 3