Loading...
HomeMy WebLinkAboutProduct Approval-Exterior Doors F � EB9 rra "6s ,✓ 4t z o4 : r1 ; 2018 i ! r s ; �a , v� s. a fl 0 n _ j rPermittg ys ,?" 41 .t -+�. to „ -4 ,N;; , �,F . ;;.,..,:.-.%,.,,.:,;,,,,,-,:,,,,,-.:::-.._.. ' 4 y a St. Lucie(:Pant eflt +ia t.:.;- . ° .` .' -'-" BCIS Home Log In i User Registration i Hot Topics Submit Surcharge ` Starts&Facts ; Publications FBC Staff I BCIS Site Map ; Links I Search jd , Florida cs A : Product Ac royal �:-€ USER:Public User ar-y�crtdi€•am n r+tn, 5xa ' Product Approval Menu>Product or Application Search>Application List>Application Detail o �< ) CtcjG i.a " k ,, FL# FL22513-R1 `�C ,,, Application Type Affirmation. •< f j4 P Code Version 2017 �t'p�di Application Status Approved Gv fp Comments G;, Archivedi a Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago;IL 60185 (800)663-3667 sschreiber@masonite.com al • Authorized Signature Steve Schreiber A aAmu. 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes 0 No 0 N/A Product Approval Method Method 1 Option A Date Submitted 11/21/2017 Date Validated 11/21/2017 Date Pending FBC Approval Date Approved 11/26/2017 Summary of Products FL# Model,Number or Name Description 22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or 0/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 R1 C CAC NI013747.01.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 R1 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 R1 AE 514008.pdf Door top rails stamped"HPC".See DWG-MA-FL0212 for Created by Independent Third Party:Yes details. 22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or 0/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 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 R1 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 R1 AE 514009.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 R1 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 R1 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 FL22513 R1 AE-514007.pdf required on opaque panels,but is required on glazed sidelites. Created by Independent Third Party:Yes See DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque 0/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 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 FL22513 R1 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 FL22513 R1 AE 514007.pdf required on opaque panels,-but is required on glazed sidelites. Created by Independent Third Party:Yes See DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or 0/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 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 R1 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 R1 AE 514007.pdf 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 0/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.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 R1 II FLO211.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 R1 AE 514010.pdf required.See DWG-MA-FLO211 for details. Created by Independent Third Party:Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or 0/S Single or Double Door w/or w/o Unit Sidelites Limits of Use . Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.odf 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 R1 II FLO211.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 FL22513 R1 AE 514008.pdf required on opaque panels,but is required on glazed sidelites. Created by Independent Third Party:Yes See DWG-MA-FLO211 for details. 22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or 0/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.03.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 R1 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 R1 AE 514008.pdf See DWG-MA-FL0214 for details. -. _.Created by Independent Third Party:Yes sack 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 mail 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.dick Jiere Product Approval Accepts: 1=1 FZ:1 75-ti ECtEG Credit Card Safe security.mETRIcs- 1l MASONITE. 149'MAX. OVERALL FRAME WIDTH ¢ °p 0 0 WOOD-EDGE STEEL DOOR UNIT ' 21D.L MAX. PANEL WIDTH 36.375" MAX. 37.5" MAX. • ¢ O 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITESF W/ASTRAGAL -1 r FRAME WIDTH o Er-J GENERAL NOTES • 1 .._� . r .. • CC O Q . 1. EVALUATED FOR USE IN LOCATIONS ADHERING.TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE Za_U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ' 1. ' • ' ` ' "±- DESIGN DESIGN LOADS.FOR BUILDINGS AND OTHER STRUCTURES, Lu DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ` " ` ' '-' ` in U . n 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON is kt•- ' OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. m ^ 0 ^(n 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, g O N • m 14.1 EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE = a J o ed PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED w P) I ' ` ON PANELS WITH NON-IMPACT GLASS. W 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 �� �-s AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: '+ TEST DESCRIPTION DESIGNATION LITE FRAME g SELF IGNITION TEMP ASTM D1929 842'F > 650 'F °`$5 c 4 RATE OF BURNING ASTM D635 1.28 IN/MIN I ` pp E p e w SMOKE DENSITY ASTM 02843 70.27. " c,, TENSILE STRENGTH* ASTM D638 1.8% DIFF -• • • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • 0 te p 4500 HOURS XENON ARC METHOD 1 - o 0 DOUBLE DOOR UNIT W/SIDELITE$ D. a Addendum to NAMI >- m CedfrcationNo.:.,a o/5 i Reviewed Br. Ar Date Review,. In I Il ® D O ® I� ® I DO ® ® ® in o .•0i 9 9 r- 0 .•9 9 ' 0u.• •fl U 0 D.• co N 0 0 ... 0 D _ 0 i_ 1 < u .... ........... H _ 0 0 _ . _ _ _ , SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE ODOR UNIT SINGLE DOOR UNIT W/SIDELITE5 DOUBLE DOOR UNIT W/SIDELITE$ O WITH SIDELIT'E WITH SIDELITE z WHERE WATER INFILTRATION PERFORMANCE IS DATE: 5/26/17 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15%. OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING 'OUTSWING INSWING BUMPER 0/S 2-SERIES 0/S HIGH DAM 0/S ,/ r SCALE: N.T.S. SHEET # DESCRIPTION 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 fi FSa%'y/ DWG.ar: SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74" +55.057 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 2 ANCHORING LOCATIONS & DETAILS • OX or X0 75" +55.0 -55.0 +55.0 / -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 / -50.0 CHK.B( 3 ANCHORING LOCATIONS & DETAILS • OX0 112.5" +55.0 / -55.0 +55.0 / -55.0 N A +20.0 / -20.0 +30.0 -30.0 +50.0 / -50.0 KURT BALTHAZOR DRAWING NG:OXXO 149" +55.0 / -55.0 +55.0 / -55.0 N7A +20.0 / -20.0 +30.0 / -30.0 +50.0 / -50.0 FLORIDA P.E. DWG-MA-FL0211-17 #56533 ' SHEET 1 OF ¢ co 6"— — SEE DETAIL _ 3. —6" U Q(.00 3"-..I 3"— 3.,�� —3 flj 1III — II in o n M U U M O Ln a SEE DETAIL (q .-(n O. 10 VI D Q LL./ €1014 l I: >i L•II Fit) SEE DETAIL"C" — — oce w �O1 SEE'DETAIL \J (1)--: W O M O v M 111111111111 ,7--, © g qP. g• _ .rCC O 1 _Ii[1 F._6" I , ]— re . ..3-_,I,L.— to, co ilis 6"--I r--6" .p to a SEE DETAIL #8 x 2" ill —� i ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" 1 u MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MOWSTRUCTURE DEEP ENOUGH #8 x 2" #10 x 5/8" :*� FORA 1.375" THROW i +� #10 x 1" DETAIL "E" ASTRAGAL z . I�;�ii, DETAIL "F" ASTRAGAL N #10 x 2-1/2' 111 � #10 x I" ATTACH ASTRAGAL RETAINER BOLT 0 STRIKE PLATE TO FRAME #10 x 5/8" �•� AS SHOWN. • DETAIL "C" ' DETAIL "D W a 1 HOT MELT 0 ._ - 0.962' ELASTOMER�� : ::- �\ :L.J i� ��/6 X 1—L/2•PHS 1.375" i'h�i�.� INSWING THRESHOLD BUMPER 0/S.THRESHOLD 1:44.44.....,. "�1tln10 z HOT MELT 1/2'BITE ELASTOMER '4'4: CerbffCalanNo.:.111tO1314? 1. _. .j '"':. PoWfewedBy. DATE 5/26J17 1.aaz" i� ���Ea\ 1.7s' 1.oa7" a amESIOs DeteR /1.. SCALE: N.T.S. �/L�z TYPICAL GLAZING DETAIL • DWG.ST: SWS T T NON—IMPACT GLASS MK.B''° DRAWING NO.: Z—SERIES 0/S THRESHOLD HIGH DAM Q/S THRESHOLD DWG—MA—FLO211-17 SHEET 2 OF 3 S Lr) SEE DETAIL3. 6"— 6" co "E" SHT. 2 3"— 3" O p �_ _ 3" IlI�� 6^ L 3" -- 1----12".L-___ .-. 0.__,Q CO y7 I '1111 - -I ' r I ' H I � I I I 0 _. Iib 17 6" 6"-I 6" 6" 3r Icc s O • . . �'? N - W O Q n - U o w 2 a SEE DETAIL a u)0 J "D" SHT. 2 � — _ tan • ZO �'�'^^ • A.1 J J y V/ Gig SEE DETAIL W ( I1 "C" SHT. 2 0 w JI — — w 0 O A I W M 1`pJ} Iia � r6" . I z .. z !1111 _� �._ I t. 1 1 1 1 1 1 1 1 I r.pi r g o 3" ��r� 3" 1 — _ F E — I 3"1 .1.., SEE DETAIL. 6- —6' m T o �a "F ." SHT. 2 6"` o .o a a. HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL 1.25" =N 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0.25" MAX 1"X1/2" CORRUGATED #10X2" WOOD SCREW SIGNED AND SEALED BY ROBERTO LOMAS, PE M� SHIM 3" FROM EACH END 6" FROM EACH END m • (FLORIDA #62514) WITH THE LOWEST (LEAST) �Io ' AND 7" OC AND 12" OC CL—I I— N FASTENER RATING FROM THE DIFFERENT FASTENERS 0I BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACI xc CI THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK 4 #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY • AC c SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LAX ANCHOR INSTALLATION CAULK CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". a WOOD SCREW EDGE DISTANCE MIN 3/4 511111111111 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 t '. 0.25" ) 1W/ ci OF 1 1/2" MINIMUM EMBEDMENT. THE.TAPCON MUST ACHIEVE �_P SHIM (WOOD SC R ENDS" Addenda to NAMI z MINIMUM EMBEDMENT OF 1-1/4". 14 CL--� �— CeNlieationNo.MO My? DATE 5/26/17 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TOReviowni '�' S�.. moat N.T.S. TRANSFER LOADS TO STRUCTURE. DW/C.DT: SWS 4. MINIMUM •DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ""`'BY: ANCHOR INSTALLATION DRAWING NO.; INTEGRAL WOOD wm-MA-FLozn-17 MULLION (CHS) SHEET 3 of 3