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Home My WebLink AboutProduct Approval m , tea:- ► BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Fads Publications FBC Staff I BCIS Site Map f Links search �d Product Approval r USER:Public User ?rodu[t Approval Menu>P-odud or Appl:cation Search>Application List>Application Detail - FL# FL8228- Application Type Affirmation Code Version 2014 Application Status Approv Comments I Archived -� Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com I Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assembli I 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 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By ILII 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 OYes 0j No ON/A Product Approval Method Method 1 Option A Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL# Model,Number or Name Description 8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+85.0/-85.0 Installation Instructions Other:Evaluated for use in locations adhering to the'Florida FL8228 R7 II FL0160Dx.i3df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed.3'-0"x 6'-8" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 504A.odf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See DWG-MA-FLO160-07 for additional information. I 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed.3'-0"x 8'-0" Evaluation Reports max nominal size. Hurricane protective system required in FL8228 R7 AE S03A.odf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See - A-FL0161-07 for additional information. 8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1`1_8228 R7 C CAC NI006900.01.odf Approved for u HZ:Yes Quality Assurance Contract Expiration Date Impact Resi nt:Yes 12/31/2020 Design Press-)w+50.5/-50.5 Installation Instructions Other:Evaluated o adhering to the Florida FL8228 R7 II FL0160Dx.odf ,Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute -and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports Amax nominal size.Hurricane protective system required in FL8228 R7 AE 502A.odf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes !See DWG-MA-FLO160-07 for additional information. 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 I1 FL0160Dx.1)df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: does not exceed the design pressures listed. 12'-0"x 6'-8" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 502A.odf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See DWG-MA-FLO160-07 for additional information. 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 11 FL0161Dx.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: I ciD;1 �.._.-_. -_ - 149"MAX. OVE'RAU. FRUE WIVIN. Lx 21" MAX ;fG.375" MAX. _., C SIDE-HINGED FIBERGLASS DOOR UNIT D1.0.-- I�_pgp/EL WfOTi! 37.5" MAX. Q Q FRAME WIDTH 'c 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES I I WIASTRAGAL �� U - Q u�C7 GENERAL NOTE$ �.�_.�.._._ I �•�--- Z S" _......._.�_._.. 1. VALUATED FOR USE IN LOCATIONS ADHERING TO .............. -� W .TIE FLORIDA BUILDING CODE AND WHERE PRESSURE li II 11 II 11 11 REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM llll-ilx 4�_-il I�-•--+I DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 'T_ DOES M07 EXCEED THE DESIGN PRESSURES LISTED. i --- - 1 U 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 0) `C7i 2 0) HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. �- 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, �° y�' j I Lij s 2 EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOTREQUIRED ON OPAQUE W -1 PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PA14ELS WITH NON-IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 _ 0. AND SMOKE DEVELOPED INDEX OF 60 PER ASTM £B4. " POLYSTYRENE. COREFLAME SPREAD INDEX OF 15 t.. AND SMOKE DEVELOPED !NOF.X OF 115 PER ASTM E64. 4 5. PLASTICS TESTING OF FIBERGLASS FACING: , _.____..__.....___...____.._..._.�. _..__....'..F.......>.......16..5..1..•1.'1F_r ___....M._^._..-_' _..__..._..... ..._......_.._._...3I I �._.. ......_........._. ' g 0TEST DESCRIPTION DESIGNATON RESULT SELF IGNITION TEMP TM 752 I , RATE OF BURNING ASTM D635 0.56 IN MIN SMOKE DENSITY A5T.N U2643 53.4: ,G _._._. _ ......_--......... ....__.__......-_...._......__...__....._..._---_..._.._......_..._................ ....... TENSILE STRENGTH- ASTM D636 3.27. DIFF -.- .._...-. a 6. PLASTICS TESTING OF LITE FRAME MATERIAL: �I TEST DESCRIPTION DESIGNATION RESULT DCUBLE DOOR UNIT W/SIDELITES Lei - SELF IONIITON TEMP ASTM D1929 ' 740 'F > 650•F ul RATE OF 9!IRNING ASTM 0535 U.7% 1N�MINIIdUA bI _ i'r nVrm _ ..1.1..1.1___....._._.....-....1..1.11..___.1...1 SMCE OKE N3itt ASTM 02543 "11... - �TENSILE STRENGTH' _ASTM 0636 -7.50:1 DIFF C9 IH0: Nf 60 2 o .fu1 COMPARAIIVE'TENSILE STRENGTH•AFTER WEATHERINGABVIANNI•�; Qatamur {�i '0z I 4500 HOURS XENON ARC METHOD I ---f1 I4I 'z J Lv 7. IMPACT GLAZING LAMINATE MIAMI pAOE BCCC NOA 09-0127.13 IQ v: _.. _�....... _.........._......... ......._.... r..........._ - 1 ETa" El S .n 0 _ 0 11 19 01i fl, D 0 .010 0. a FJ j T� d• LiVCLE_IQQL(„„IajJ,fT DOUALE DOOR IL41T1NG E DOOR UNIT SrNGL[-n00R UNi7 ,$.yGLF_ Q (�1j�}'[51DyLIE$ t 1911HL1I.QOR UNIT V! SIDELITES i W/LH IU i'' WITH SIOELITE T- IIUI7]I¢z WHERE 3 DE.I - ---REUUIREDaTn SE-157 OFVER NDESIG' PTCSSURE o^?E RMANCE IS 115107 TABLE OF CONTENTS - - -- .-.-11..........11_... _ Sc&JF - - _..__.._._._..._....._.._ CII MAX W!DIH INSWING DU�SWtNG INSWING O'JTSWINC OUTSWING' V:T.S.--- - SHE:E:'T DESCRIPTION X 3'/.S +65.0 -65.0 !•±•65.0 -•BS.D +•T9,0 -19.0 +70.0 -7U.0 +'%0.^v -70,0 DNG.t1Y: SWi 1 TYPICAL ELEVATIONS t� GENERAL. NOTES -�� 1-1- - +19. -19.0 +40.0 40.0 �i•55.0 -5(1.5 _..............................__._..__.._ OX or XO 5 _ 450.5 -50.5 +55.0 -SU.S +19.0 -19.0 +4U.O -40.0 +55.0 -50.5 2 ANCHORING.LOCATIONS_&_DETAILS -..11.....1.1....._.....__.. GIIAXPIC r:7• __3 .ANCHORING LOCATIONS •& DETAILS OXO 11l.S +50.5 .._-,50.5 +;ifi.U,,._.-50.3_•+19.0 -19.0 +y0.d• -40.0F55.O -u .5 KURT BALTHAZOR _„..._OXXO,_,_:•_ t49 +50.5 -50.5 +55.0 -50.5 +19. •-19.0 +40.0 -40.0 +55.0 -50.9 FLORIDA P.E. UWC-•,NA•••FLOr60-07 iyhDorn Threshold Design #56533 - SHEET 1 Or 3 6"- SEE DETAIL 6" q .............. .... ....... ..................- �Q C) V 6" cc: --Uoo 3" ( Y — — wCa. h _ - I ^� In SEE DETAIL v')CL. "D" in M SEE DETAILI SEE DETAIL LIJ 1.7 uj on 6 11 6" ;wzw 7.) 3" 6 3" 6" 3 n. 6 mdadn 13 NMI CkfChCflllpflRWead 8, #8 1 2-- 112" Dale poeled. 'o im 7I j _-AS-1'RACAL RETAINER BOLT 1-IDLE E MUST B-- DRILLED THROUGH CL C3 #70 x 2" THE THkSHOLD & INTO THE #8 x 2-112" STRucTuRL DEEP ENOUGH a. ca — #10 x 5/8 DETAIL T" ASTRAG 81 FOR A 1.375" THROW 2 ATTACH ASTRAGAL RETAINER aOL T -112" x 314 FRAME II0 DETAIL "F" ASTRAGA O x 2 STRIKE PUiT.E TO r #10 x 5/8— AS SHOWN. #10 314" f, C'.01 A 0.726"ANNEALED CORVUE MSERT #10 2'! DOW 832 0.090"SAFLEX 110 • FRAMEDOOR 0.124-ANNEALED........... ----,0124^TEMP. #6 X 1-1/2-PHS DETAIL "D' TYPICAL 1/5/07 DOW-032-- X.4 9CA1E:—N.T-.Sq Dow H32__;o� ,-.z S_ 175" aj-1.",7 ..:' . DVJG.BY; 1.375" Ex 11.1 C.14K. Of-. rizaQ2 HFUL(m T T TYpfCAL 50 A�ffi h T N 0.. _-GLAZING-QE___rA11 GLAZbV' DETAIL IAIGH DAM 0 S THRESHOL j.N • .j F N�-IMPAT ��_,LASS mq., EHRESHOLD 9�.p jjrsWING IM i NO V, ? SHFZT OF SEE DEJAi1.. 6„ 00 to "E" SHT. 2 .� 3,: .. _. }" cc -- F I .... ......... e ° i I Q rn Cs Yi o _ _ .i r.•-- CD tLl M z 0- T- SEE DETAIL a FW- U-)U } "D" SHT. 24 00.�_ G i O — a! _ SEF DETAIL �� i! � v -, � g LJS _ - "C" SI-IT. 2 C)_.._. I � w B E { c (— w . Ll I —{ _... — -11 SEE DETAIL f^_ I - g i u o a I ,.F,. SHT. 2 ti:: - a a AT!..kMEiV!..._QET!a!,, cr.rn cn rn 1, ANCHOR ANALYS:::> FOR LOADING CONDITIONS PREPARED, vrV rn v'si ' SIGNED AND SEALED By LUIS R. LOMAS, PE x cn (FI...ORIDA �62514) WITH THE LOWEST (LEAST) o (b 2 FASTENER RATING FROM THE DIFFERENT FASTENERS < w i BEING CONSIDERED FOR USE. JAMB, HEAD, AND 4N THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE: �w`� #10 WOOD SCREWS OR 3/16" TAPCUNS. A PHYSICAL (A LOCATION. SHIM MUST BE PLACED IN SHIM SPACE .AT EACH ANCHOR — LOCATION. TAPCON EDGE DISTANCE- MIN 2-5/8". HA W R� SCH,,,U. ayiU) r� / -R1?._.A......fi._ E.I?_�. _-. —__ 2. MULLIONS TO BE 2 1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSEf SERIES t00 GRADE 3 CYLINDRICAL LATCH AND �z_5+1 OC FJ PINE: ON CONTINUOUS HEAD AND SIL1_ UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNIT'S JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. 0��p!w CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X FULL MORTISE BUTT HINGES. -4cb AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD ----- ---- rn a SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.57" 1.25" ANSI/AF&PA NDA FOR SOUTHERN PINE. LUMBER AND ACHF..IVEMENT MIN fl 2, MIN " ��t .n J o, OF 1-1/2' MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE TSHIAi MAXHI AtlCentkxnlotJAtdl _ _ _ ___ _ _ __ - _ _ — -_ _—FT— .--.. ...... _DATE:__1./_S-OT —_ MINIMUM EMBEDMENT—Of---1-1/4-". - - —— - — cL— . a CL—I I- C ! 0,5& oq-rLi scue: N.T.S. 4�. WOOD BUCKS BY OTHERS MUST B.F.. ANCHORED PROPERLY TO ..r' Aetiiewed �. — .. TRANSFER LOADS TO STRUCTURE. "�' "i" �IoA� '--r� — cHK,DY,' 5. MINIMUM DESIGN VALUE STRENGTHOF ANCHORS 171 LESS. mumuc Na.: TYPICAL. WOOD BUCK TYPICAL MASONRY UW6-MA-20760-07 ANCHOR INSTALLATION ANCHOR INSTALLATION seetr 3- OF 3