The URL can be used to link to this page

Home My WebLink AboutProduct Approval 101IW2020 Florida Building Code Online Or OAR t *� Business • Professional Regulation -... . =Mrrau�haa> 4.+,aw�wa,i.*.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search dbpr (0 Product Approval K Iv USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail O C Z 21 2U2o xa FL# FL22513-R2 I ST. Lucie County, Permitting z ---- Application Type Revision ----- 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. Comments ✓ S S3 Archived Product Manufacturer Masonite International REVi�. ' �Eb FUtr Address/Phone/Email 1955 Powis Road (BODE 1� ;"0i ��Al�i West Chicago, IL 6018 sschrefiber@masonite.coST. LUCIE COUNTY C>140, Authorized Signature Steve Schreiber sschreiber@masonite.com ( Technical Representative 1 Address/Phone/Email LLL Quality Assurance Representative FILE COPY 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 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2igg%3d%3d 1/3 10/19/2020 Florida Building Code Online Date Approved 04/24/2018 , Summary of Products FL# Model,Number or Name Description 22513.1 HPC Wood-edge Steel Side-Hinged 16'-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 R2 C CAC NI013747.01-Rl.pdf 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 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone, and j 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 R2 AE 514008.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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R2 C CAC NI013747.04.pdf 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 FL22513 R2 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 j 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 j FL22513 R2 AE 514009.12df 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 R2 C CAC NI013747.04.pdf 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 R2 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 i 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 R2 AE 514007.pdf on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door i 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 R2 C CAC NI013747.04.pdf 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 I FL22513 R2 II FL0215.pi f 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 R2 AE 514007.pdf on opaque panels, but is required on glazed Sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.5 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 R2 C CAC NI013747.06.pdf 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 FL22513 R2 II FL0217.pdf Building Code, including the High Velocity Hurricane Zone,and i Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-O"x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R2 AE 514007.p-d-f 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d 2/3 10119/2020 Florida Building Code Online Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NIO13747-Rl.pdf 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 FL22513 R2 II FL0211.pdf Building Code,including the High Velocity Hurricane Zane,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-O"x 6'-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R2 AE 514010.pdf required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 22513.7 j 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 R2 C CAC NI013747-Rl.pdf 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 FL22513 R2 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 resistance is required, hurricane protective system not required FL22513 R2 AE 514008.pdf 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R2 C CAC NIO13747.03-Rl.pdf 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 II FL0214.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 R2 AE 514008.pdf See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes � u Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.�'& y'ght 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: ® E_,_- Credit Card Safe https:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs°/+2fx%2fSZXm2igg%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION Cear�,, 4*� ticc.fo boy Company: Masonite International Corporation Certification No.: N1013747-RI 1955 Powis Road Certification Date: 06/08/2017 `N West Chicago, IL 60185 Expiration Date: 06/30/2021 4 Revision Date: 04/13/2018 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites �' f`ED Pion (w/Wood Frame unless noted) ED P 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 NAM[ 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 Pro ram 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-171.0211-17 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 sf,,+•5 Anchor Details-DWG-MA-FL0211-17 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" +55/-55 3.0 psfl Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8" 7.50 psf Anchor Details-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" +55/-55 3.0 psf 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" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXO I/S Opaque Door 9'0"x 6'8" +55/-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 9'0"x 6'8" +55/-55 3.0 psf 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" 7.50psf' AnchorDetails-DWG-MA-FL0211-17 OXXO US Opaque Door 12'4"x 6'8" +55/-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 psf Door-Yes NCTL-210-2930-1 Double 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 Sf Anchor Details-DWG-MA-171,0211-17 l-Denotes Bumper Outswing Threshold 2-Denotes I Series Outswing Threshold 3-1ti-Dam Outswing Threshold 4-Pro T4 Threshold 5-11 P 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: 1111 MASONiTC. 149•Max. OVERALL FRAME WIDTH 8 o D0 WOOD-EDGE STEEL DOOR UNIT 2 D.L.O X 3s.375" MAX. 37.5" MAX. Q O PANEL WIDTH Z F6'-B'DOUBLE DOOR WITH/WITHOUT SIDELITES t� W/ASTRAGAL FRAME WIDTH — IPZ GENERAL NOTES I cLu 0 O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® ® ® Cl THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LLJ U)C) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. m 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON °4 OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. LLJ 3, WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), W J HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE _ p PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED co "I ON PANELS WITH NON-IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 rl a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: j h TEST DESCRIPTION DESIGNATION LITE FRAME I () !, d y� SELF IGNITION TEMP I ASTM D1929 842 'F > 650 'F i I�' 'I( J RATE OF BURNING ASTM D635 1.28 IN MIN w SMOKE DENSITY ASTM 12843 70.2XIto TENSILE STRENGTH- ASTM D638 1;8X DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING DOUBLE DOOR UNIT W/SIDELITES 4500 HOURS XENON ARC METHOD 1 a a� _ Nm ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N 0 � 00 00. 00 00: 00 00 fa 0 .•� � nn � 00 � oN. SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNff W ELIT c WITH.SIDELIT£ WITH SIDELITE "U, ' Q O WHERE WATER INFILTRATION PERFORMANCE I DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE MN—FIGOUTSWING OX OoXrO XO MA17 152W.I5D TH INSWING 5 INSWING IAN G . . T4 0 S HP BUMP 0 S X .0 +70.D —70.0 X +20.0 + — .O +50.0 — 0. +50 —50.0 +50.0 50.0 XX 74 A —5 — 00 + 0. +55.0 55 N/A +20.0 -20.0 + Q Z 30.0 +50.0 - 6+20.0 -20.0 +30.0 -30.0 +50.0 N/A N DATE: 5 ? 17 50.0 N OXXO 149 + 5 0 +550 0 +200 -20.0 +300 - + 0.0 sar.E, N.T.S. AddadlmtoK4M 47 DWG. W: SINS crxc. TABLE OF CONTENTS HEEi / _ DESCRIPTION GlI�IC�11If9 I�Lo13 KURT BALTHAZOR optom G r+o: 1 —'TYPICAL ELEVATIONS do GENERAL NOTES FLORIDA P.E. DWG—►u—FL02t1-17 2 ANCHORING LOCATIONS & DETAILS56533 3 ANCHORING LOCATIONS & DETAILS snEEr 1 ov -- —— Lr) CL 00 Ct O 6" - SEE DETAIL 3. '{ 6' Q 3'3. I-- 3" 3" Lo F- f W a a SEE DETAIL ct � J o SEE DETAIL SEE DETAIL 0 _ _ 6" 11 I r I I 1 I I � 3' I 1 3' 1- 3• 6" �6" 3" 3. 3" 3• a 6 SEE DETAIL 6" #8 x 2" m ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH o " #10 x 5/8" THE THRESHOLD & INTO THE O #8 x 2 STRUCTURE DEEP ENOUGH #10 x 5/B" FOR A 1.375" THROW w to #8 x 2" #10 x I" DETAIL "E" ASTRAGAL DETAIL "F" AS7gA A! z #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT Li ❑ #10 x 1" STRIKE PLATE TO FRAME g #10 x 5/8, AS SHOWN. DETAIL "C" 00 DETAIL "D" r 1 Q HOT MELT ELASTOIER 0.9621 /B x t-t/z' PHs 1.375" T T T : , a z INSWING, THRESHOLQ BUMPER0/S THRESHOLD T4 O/S THRESHOLD „w MELT v2's4TE '�"�"b� ELASTOMER� a �^. Mww -04 1 1e �rs�fi owb .11 S N.T.S. ; 1.482"ffr7m 1.75"aD�l.047" 1.437' TYP7CAI GLAZING DETAIL � �+'° SWS OHS`' T T T NON—IMPACT GLASS oRnmNGwc NO, Z—SERIES 0/S THRESHOLD HIGH DAM 0/5 THRESHOLD HP O/S THRESHOLD D140-1A-FL00"-" SHEET_L OF SEE DETAIL � "E" SHT. 2 _3" 6"3, 3"6, O - 3• O I I I I 1 6" 6+ I I I I Of cD Z �J Of 6" 6" o w Q Q a SEE DETAIL W _71- } 'D• SHT. 2 j — DJi Z LLJ SEE DETAIL v o 3 "C" SHT. 2 A — — w W e K kn W h ui K A A v C G H 9 g v f 6" 6 4 6• 5 �a I I I I II I II II I 8 � It 3• W SEE DETAIL 3" 6.3• "6" "F• SHT. 2 6, aI HARDWARE SCHEDULE D_ a- l. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. o ATTACHMENT DETAIL t.25" -- !T 2. 4" X 4" FULL MORTISE BUTT HINGES. o 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN ° _J'0'25" 1"X1/2" CORRUGATED giox2• WOOD SCREW W SIGNED AND SEALED BY ROBERTO LOMAS, PE HIM 3" FROM EACH END 6" FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7. OC AND 12" OC FASTENER RATING FROM THE DIFFERENT FASTENERS cl+I i I W 1nBEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC 1 I Q THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK --t- #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRY IC SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". ( �o WOOD SCREW EDGE DISTANCE MIN 3/4". - 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 f M25" (3) ytOX2-1/2" qZ, OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS MINIMUM EMBEDMENT OF 1-1/4". EACH END AddalMtoWn CL—I �— BATE 5126117 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO a" ° M°' SC&E: N.T.S. TRANSFER LOADS TO STRUCTURE. DWG. eY: SINS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. CMK.BY-.TYPICAL WOOD BUCK ANCHOR INSTALLATION DRAVANG NO.; INTEGRAL WOOD DWG-MA-FLO211-17 �_._..-_—_--.- ----_— -- MULLION (CHS) sN�1 _jL or 3_ 1' a 4or e