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BCIS Site Map• Links - Search bProduct Approval r a BSER:Public User { `rrodt;Ct Approval Meru>Prodgct Pr APVJ;CaticP Search>Appli:a:ion List>Application Detail FL# FL8228-R7 Application Type irmation Code Version 2014 Application Status Approved Comments Archived 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 =DoorsSubcategory 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 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 Yes <::No ;. N/A Product Approval Method Method 1 Option A does not exceed the design pressures listed. 12'-0"x 8'-0" Evaluation Reports max nominal size.Hurricane protective system required in FL8228 R7 AE 501A.0f HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party:Yes See DWG-MA-FLO161-07 for additional information. 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"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 NI006900.02.pdf 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 II FL0161Dx.pdf 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 8'-0" Evaluation Reports max nominal size. Hurricane protective system required in FL8228 R7 AE 501A.edf HVHZ,but not required in the Wind Borne Debris Region. Created by Independent Third Party: Yes Se G MA-FL0161-07 for additional information. 8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed 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 N1006900.03.odf Approved for u Yes Quality Assurance Contract Expiration Date Impact Resi "I No 12/31/2020 Design Pres ure:+52.0/-52.0 Installation Instructions Other:Evalua ions adhering to the Florida FL8228 R7 II FL0162Dx.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 max nominal size. Hurricane protective system required in FL8228 R7 AE 502A.Ddf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party: Yes FLO162-07 for additional information. 8228.8 Fiberglass Side-Hinged Door Unit 6'-8"Glazed 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 NI006900.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 11 FL0162Dx.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 max nominal size.Hurricane protective system required in FL8228 R7 AE 502A.pd HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO162-07 for additional information. 8228.9 Fiberglass Side-Hinged Door Unit 8'-0"Glazed 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 N1006900.04.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 I1 FL0163Dx.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 8'-0" Evaluation Reports max nominal size. Hurricane protective system required in FL8228 R7 AE 501A.Ddf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO163-07 for additional information. 8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed 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 N1006900 04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL8228 R7 11 FL0163Dx.0f 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 8'-0" Evaluation Reports max nominal size. Hurricane protective system required in FL8228 R7 AE 501A.pdf HVHZ and the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO163-07 for additional information. -- --- _.-.__._._.___._.._.._.._.............._.__......._._._ .._._.... l t;) CL Ob 149" MAX. rMftL FRAME WIDTH -- J q LC> SIDE-HINGED FIBERGLASS DOOR UNIT 2'" MAX 36.375" MAX. RAMP MAX. ( C� .....D.L.p. IPANEL W)p IF.)....^+ ern, --^ Z C- 6'-B"GLAZED DOUBLE DOOR WITH%WITHOUT SIDELITES IV I ( rKaM_ w;1,. , �, Y/ A>TKAGAI_ G N RAI N07 ..... ............ ... .,� .. _ -- w ( I, LVALUARf FOR USE IN LOCATIONS ADHERING ! I N Q ' C) IE F:.ORDA BUILDING CODE WI'F.RF. PRCSSGRf � G REOJIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 1� UES!GN [.DADS FOR BUILDINGS AND OTHER STRUCTURES, L DOES NOT EXCEED THE DESIGN PRESSJRCS USTEO. v I' 'i i I !, Z 0)h 2, WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURR:CANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUI+ZEO. w Q L>_I 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), C7 .I HURRICANE PROTECTIVE SYSTEM 13 NOT REOUIRED ON ,, PANELS WITH IMPACT GLASS, BUT IS REOUIRcO ON 10ANELS WITH NON IMPACT GLASS 4. POLYUREIHANE CORE FLAME SPREAD INDEX OF 50 °- ANO SMOKE DEVELOPED INDEX OF 60 PER ASTM F84. x PO-_YSiYRENE CORE FLAME SPREAD NOEX OF 15 '3 AND SMOKE DEVELOPED INDEX OF tis PER ASTM E84. LA PSTICS TESTING OF FIBERGLASS FACING: r TEST DESCRIPTION DESIGNATION RESULT y Y SELF ._—._.—ION �........__..__.... ._.7_...........-___.. 50 T_N. _MP. ASTM _—F m L RATE. Of BURNIN% —.. i SMOKE DENSITY ASTM D2843 53.4: TENSILE STRENGTH" AS1M p638 3.29 OIFf 6, PLASTICS TESTING OF I1TE FRAmr VATCRIAi..: TEST DESCRIPTION JE-,IGNA'lON RESULT t)()I U L n()OK UNIT 'r'J/SiLLLLE .._............_..._..................-. _.__..._--.__"""_'__—.__ SELF IGNITION TEMP ASTM DI929 740 'F > 650 'FpT{� RAE OF BURNING - A� M 0635 0.77 IN/M N. SMOKE DENSITY ASTM D284'S 134x _ ". - Certicbmk: NfdU G9� -1Ci I�fn AT% TEM IIF STRiN i{ ATM DFi38 --7 50% DIFF AW6 Wby, .r U " COMPARATIVE TENSILE STRENGTH AF'TE'R WEAIHER'.N'v 02f9 ABVIBWC�9�-'?' 4500 HOURS XENON ARC NE'THOD i i� 7, IMPACT GI.AZAG IAM:NATF. MIAMI DADE BC(',O NOA 09-0127.13. , W U) R 1 V) C:, : : I : i , I SINGLE DOOR UNIT DO)B DOOR UN, .S1NSi1,E_..QO.0113 Quir SINGLE WOR JNtT �IhGLE..1,�4Q.R.-S�'.N1L...1"1LSlpEI! S L7OTT6 F DOOR UNIT W/Sl yj[S WITH S(DEL)TE WITH SIDEL)" In V ah WHERE WAl"R INFILTRATION PERFORMANCE IS -- TABLE OF CONTENTS DESIGN PRF.SSURf. RATING REQUIRED TU BE 15% OF DESIGN Pttk.SSURE (oma MAx W'DTI1 INS_N NC OUTSWING INSWING I UUISWING ')UT SWING•- SHEET N; I)f5 RIPTION - +140 -'90 `+4�F 400 +560 .tS.0 ow4 Br NSWS - " t TYPiCAI ELEVATIONS & GENERgL VOTc� XX 74"� +52 C -52.0 +55. ,J,:.0 19 U - t 9.0 1 4L'.0 By I _._ .— k' LTHA U .. 2 - 4NCHORING T_0CATIF'S & DETAILS _ +19 0 -19 D +a0.0 4C D +� 0_ Sy J _.——_ �._.__— _. _O,or� M 3 ANCHORING LOCATIONS & DF 7ALS ()XU 111 a t o1.0 57.0_ +55 C S O +"14 01 -19 D +dU.IJ 4,U 5 Li SS.U_ ,FLORIDA P.C.F "-'--'- — -J9 J 40.0 4U,0 +SS.L' $5 0 !� DRAMINC NC -,UXXQ„ t 49" S2 A 52 D +55 0 55 C., +19 C -_" _ . . __- 56533 _ -- GW MA��COIG7 0 High Dorn Tti eat o'd..Ue y� 5 tR 1 0 ............ . . ............... 0 SEE OLIAl-, 0 V, ........... 317w:7_ cl; CC 1 ! G I I I I F G --I 5 -I G ( 1 — - — N fes-- C) Lf) Y SHE DETAIL_ I to U) __ DETAIL SEE SLE DETAIL )6 6 Y' T- -,F.F. DETAIL. v! AddfftP tO MW V)M ,2ww #8 x 2112" Vlw Ll;: w ASTRAGAL RIFTAINER BOLT HOLE It ; In MUST BE DR!I I Ff) I HROUGH 7 9 to! =-THE TH.RESHOLD & VO THE w lZ 0 CS a, ,#10 x 2" 5FRUCTURE DEEP ENOUGH �., #8 x 2—112 o -I ASTRAGAL RETAINER DOLT 1)F f_XL "�L '-7-'- _1 FOR A 1.375" 7HROW #10 x 51B, ATWr' t 00 #8 x 2-112 • 0 x 3/4 STRIKE PLATE TO FRAME F. ASTRAgA,. c AS St'-IOWN. N CD 314 0.124-ANNEALED 0EWRAVVE INSERT 00W 0 (OPTIONAL) #10 x 2 INN, 090'SAFIEX IIG FRAME DOOR 0!24"ANNEALED 0124"TEMP, x 1-`/1 PHS fiElA 4 :r IYP!(:AL 1151C,7 832 SCALE. N3,$ 0.962" Dow 832- owc WSINS -Na.mop WOW? T rAll _y DRAW NG NO Tpl(�'Aj GI A71NQ IAIL 0WGr-WA FLO 162 o7 !N aJ INC TIAKSH—OLD ov!7swo4 _FL2Ls I�APAC r RALL,Q ACIL D ?!.3 .................. ....................... ........................ ............ .......... SEE DETAILS CL ( 1" SHT. 2 6" W 6" IT 6" LJ CL SEC DETAIL > *D" S.'4-.4-� 2 v) LLj SEE DETAIL "C' SHT. 2 A 17 X) 6" *P1 3" YU SEE OETAit, 6" F" SHT 2 Arl'ACHM NT L. --2 ET All, 1ANC,HOR ANAIYSIS FOR LOADING COND:�!`IONS PREPARED, � SIGNED AND SEALED BY iltfiS HLOMAS, PE (FLORIDA #62514) WITH THE LOW'-'Sr ([FAST) FASTENER RACING FROM THE DIFFERENT FASTENERS BEING CONS DERED FOR USE. JAMB, HEAD, AND to THRESHOLD 1ASTENERS ANALYZED FOR THIS UNIT INCLUDF GI #10 WOOD SCREWS OR 3/16" fAPCONS. A PHYSICAL S141M MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 0 I-OCATIONL 'AT PCCN EDGE DISTANCE MIN 2 -5/8", 2. MULLIONS TO HE 2-1/2" X 4-3/8" c.7RUCTLIRAL GRADE 1, lKW(KSFT SERIES 400 GRADE 3 CY:-INDRICAL LATCH AND i: ct� FJ PINE ON CONTINUOUS HEAD AND 51.1 UNITS. BA'K TO 1SERIE'S 980 GRADE 1 DEADLOCK -IARDWARF TO BE INSTAt.t_FD BACK JAMB UNITS JOINED WITH-1" X 1/2" LONG AT 5-1/2" CENTERLINE- BUTF HING CORRUGATED F AST NERS LOCATD 3" FROM EACH END MORTISE FS, '�! MAXIMUM 7" O;�, OR #10 X 2" rt.AT HEAD WOOD 1. 1 AND 2. 14" X 4" FULL .............................. SCREWS LOCAl'ED 6 FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COVE FROM 1.25" MIN MIN ANSI/AF&PA NDA FOR SOU" FRN PINL LUMBER AND ACHEIVEMENT MA MAX Shit TAPCON MUST ACHIEVE SHIM OF 1-1/2" MINIMUM EMBEDMENT. T:li MINIMUM EMBEDMENT OF 1-14". .- / .... CL CL— StAt F: 4. F PROPFRi..Y TO R"Aad owrl.By sws B ANCI IORED WOOD BUCKS BY OTHERS vusT IRANSFER LOADS -0 STRUCTURE. c DESIGN VALUE SI'RF'N",T,f 0- ANCHORS 171 i,FS, D"WN G TYPICAL WOOD GIOCK TYPICAL MASONRY ............ ....... L= ANCHOR INSIALLATION ANCHOR INSTALLATION