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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 Business & Professional',Requlatk 09MMAM ! SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts { Publications Contact Us I BCIS Site Map Unks f Search i FI lila Product Approval G-W- USER:Public User RECEI ED Y � i V Aa Product Approval Menu>Product or Aoollcation Search>Application List>Application Detail MAR FL# FL22513-R2 MAR 10 2020 Application Type- Revision ST. Lucie County, Permitting 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 Archived (] Product Manufacturer Masonite International 1955 Powis Road 0 Address/Phone/Email LE, -u-- Py 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 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval Date Approved 04/24/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 3/10/2020 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 R2 C CAC NI013747.01-RI.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 FL0212.1)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 is FL22513 R2 AE 514008.odf required.Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party:Yes for details. 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.odf 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 112 II FL0215.1)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.3'-0"x 8'-0"max nominal size.When impact Evaluation Reports - - resistance is required,hurricane protective system not FL22513 R2 AE 514009.odf 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 NI013747.04.0f 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 FL021s.odf 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 R2 AE 514007.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 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use to HVHZ:Yes FL22513 R2 C CAC NI013747.04.odf 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 FL22513 R2 II FL0215.odf 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 R2 AE 514007.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 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.vdf 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 FL0217odf 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.R2 AE 514007odf required.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 Unit https://www.floridabuildi.ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 3/10/2020 NOTICE OF PRODUCT CERTIFICATION tip.x� Company: Masonite International Corporation Certification No.: N1013747-R1 1955 Powis Road Certification Date: 06/08/2017 West Chicago,IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 ym; t Product: Wood-Edge Steel Opaque inswing or Outswing Door w/Non-Impact Rated Sidelites (w/Wood Frame unless noted) 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 thatall certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listin at w-Ow.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 6'9" Mchor Details-DWG-MA-1'1-021 I-17 X O/S Opaque 3'0"x 6'8". +70/-70 3.0 psP Yes ATLNC 1001.01-13'W-1857 Single 4.5 psf' Maximum Panel Size:3'0"x 6'8- 7.50psf,.-, Anchor Details-DWG-MA-1:1-0211-17 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-1°1-0211-17 XX O/S Opaque 6'0"x 6'8" +551-55 3.0 psP Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size:3'0"x 6'8- 7.50psf' Anchor Details-DWG-MA-1'1-0211-17 XO/OX I/S Opaque Door 6'0"x 6'8" +551-55 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-1'1-0211-17 XO/OX O/S Opaque Door 6'0"x 6'8" +551-55 3.0 psP 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-1'1-0211-17 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-PL02l l-17 OXO O/S Opaque Door 9'0"x 6'8" +551-55 3.0 psP 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' Anchor Details-DWG-MA-1°1-0211-17 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'x" Anchor Details-DWG-MA-1°1-0211-17 OXXO O/S Opaque Door 12'4"x 6'8" +551-55 3.0 psP Door-Yes NCTL 210-2930-I Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8-/Sidelite:3'0-.x 6'3" 7.50 psV Anchor Details-DWG-MA-Fl0211-17 I-Denotes Bumper Outssving Threshold 2-Denotes Z.Series Outswing Threshold 3-Ht-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Ouenving 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: �"� UT I n1 00 MASONITG 149'wx.OVOW FRWE R?DTFI O SIC O 10 t WOOD-EDGE STEEL DOOR UNIT 2 U.LA PANEL WIDTH _ 37.5"MAX. _ ¢O 6'-8'DOUBLE DOOR WITH/WITHOUT SIDEMES-i w/ASCAL FRAME WIDTH o _ i EVALUATED IEFOR USE RI LOCATIONSADHERINGTO THE FLORIDA BUSING CODE AND WHERE PRESSURE $ I Z LZ RES!G LOADS AS DETERMINED 6T ASCE OTH 7,TRUCTU OESECN LOADS FCR 9'J!ID:NGS AND OTHER STRUCTURES. MUM t U ? DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ n _. HURRICANE P10TE1,1 SYSTEM(SHLRTTJTS)IS NOT REQUIRED ON b. I I n Z CI1!- OPAQUE PANELS.BUT IS REQUIREED ON GLAZED SIOEUIES. ( y f 3. WHENINSTALLED IN THE WIND-BORNE DEBRIS REGICN, I EXCLUDING THE HIGH VELOCRY HURRICANE ZONE(HVHZ). 3 _ HURPoGWE PROTECTIVE SYSTEM IS NOT REQUIRED ON 0?AGUE PANELS OR PANELS WITH IMPACT GLASS.BUT IS REQUIRED n ON PNTELS WITH NON-IMPACT GLASS. b 'I 4. POLYURETHANE CORE FLAME SPREAD INDEX CF 50 •• a i AND SMOKE DEVELOPED INDEX 9F 60 PER Al E84. ' S. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP ASTM 01929 642'F>650 C -i-_T--__� ;RATE OF BURNIN�ASTM C635 i 1.28 IN/NLN i T 'TENSILE OST tRENG1N' I ASTM M DD6IB3843 1' 1.6% DIFF 1 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING r 4500 HOURS XENON ARC METHOD± DOUBLE ODOR L'NIT W/SIDELRES �i N ®Il 13® N13 1133 ®® ®® ®® 11313 ®® I III N 1 '0 00 00 I ► 4 s } � SMGSE JDOR UN R D0U91F DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SW4,E DOOR UNIT W/SIDELITES =ME 20R UNIT W/SIDEELITES wIT/l,$IDE Rl� WITH SIDEI_RE !o VIIZF.-R WA "FILTRATION PERFORMANC IS v DE&GN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE 1 Nf10 MA%WIDTH ' 1111 NG --'6UTSWINGINSWING BUMPER O S I Z- IE O NIGN OAM 0 5 4 O S HP BUMP OjS X .. +0.0 -70.0 +70.0 -70.0 N A +2.0 - +30.0 -30.0 +0.0 -50.0 350.0 -50.0 +5.0 -0.0 ` rNX 74 +55.0 -55.0 +55.0 -S.0 N A +70.0 -200 +30 +50.0 N A AXD + . . N A2 D -}0.0 +50.0 -50.0 N A AN A +20.0 -T0.0 +30.0 -30.0 +50.0 .0 N A N AO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20. + +0.0 -50.0 N/A N A w1E•5 26/?7 . 4I 'S/ � r.., scNr. N.T.S. MMLtImbNAY �7mr�er: SINS TABLE OF CONTENTS na� SHEET g; DESCRIPTION GltiaSooNL. KURT PALT.NAZOP. IIA-No. I��__ CAL ELEVATIONS&GENERAL NOTES RRA FLORi[;A P.E t-T IANCMORING LOCA ,g&DETAILS -- t 5653$ � 3,_&K HOMING L.QCAIpNS&DETAILS sFrzT 1 Iy. 3 - ¢ 1. _ o .I 6' SEE DETAIL �- 3� 3• I 3, y 3' 3' z � G' G' G' v I a ua¢SEE DETAIL T73 — _ — SEE DETAIL W W SEE DETAIL uF6' 6 —I I 3- I 3' _ old 3. 3' — 3" 3. I—3" . u 6' SEE DETAIL 6 #8 z 2" N� / ASTRAGAL RETAINER BOLT HOLE I' 10 x 5 8" MUST BE DRILLED THROUGH n#8 x 2" # / � THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH �v= x/10 x 5/8" FOR A 1.375" THROW w #B x 2" #10 x 1" DETAIL "E"ASTRAGAL DETAIL `F`ASTRAGAL o 10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT o x/10 z 1" STRIKE PLATE TO FRAME o #10 x 5/8" AS SHOWN. ,¢ DETAIL `C" ' MAIL "D• I � w Nor MELT I O 0.962• 1LSTOMER 1.375' i�'A 1.437'I�yJ \` /6%1-1/9•PYS T T 1�I T— ¢d INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 0/S THRESHOLD Yat YELT/� `{'�` 1/a•ME MbdlsnMW ': i Z ' + f1ISf0YEY 'i� Det6c�lHE i ww 5125117 1 1.482' --1 1.75' 1.1.047' 1 aL� �8 -•� >�D + swc: N.T.S. — 1.437'4b. a1f— TYPICAL GLAZING DETAIL �'� SwS I T T NON—IMPACT GLASS p° Y i war`w. $E...f.2LE5 015 THRESHOLD HIGH DAM O/S THRESHOLD HE O/S THRESHOJ Q DYc--Y+-sto�n-nI t sxm�ar 3 r SEE DETAIL }. 6' 6' cc 'E'SHT.2�. L 3 3• 3' — 3. V W 3' B'— I O - - - I t0 I I I I I I I I i OrQ- - - a v ii W 3 N SEE DETAIL j'D'SHT,2 '^ I I �� i, SEE DETAIL I 01— "C'SHT.2 It vA zY 3' 3' 6 6• �3 ; g� I SE'SHTEE a 6'— 2 6• r—6 HARDWARE SCHEDULE 1.JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND i ATSERIES1 92O GRAERLIDE 1 DEADLOCK HARDWARE TO BE INSTALLED ATTACHMENT QUAIL 2s' 2. 4" X 4" FULL MORTISE BUTT HINGES. _ 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN 4 _0.25' 1-x1//Y CORRUGATED 81DX2'WOOD SCREW w SIGNED AND SEALED BY ROBERTO LOMAS, PE M 3'FROM EACH END 6 FROM EACH END (FLORIDA x/62514) WITH THE LOWEST (LEAST) I � AND Y oc AND ;.z'oc of I 1 FASTENER RATING FROM THE DIFFERENT FASTENERS DL BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACCR.YUC a�F ) THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK #10 WOOD SCREWS OR 1/4'• TAPCONS. A PHYSICAL TYPICAL MASONRY ACRttJC I SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION c`Anuuc CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". , l of WOOD SCREW EDGE DISTANCE MIN 3/4". .. ! COMBINATION WOOD COMBINATION WOOD I ` MULLION (BOXED) MULLION (BOXED) 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.so { ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MN —0z5" (3)�toxz-�' j I az I OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WO D SCR MINIMUM EMBEDMENT OF 1-1/4". EACN END AyimplUy 5/26/17 . • 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Rsnlwper N,T.S TRANSFER LOADS TO STRUCTURE. ow ' '"0 a" 5'WS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATIONj INTEGRAL WOOD DW-MA-R0211-17 MULLION (CHS)