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AppRcation,T•ype Affirmat€on•
Code Version 2014 �J
Application status Approved
Comments
Arch€ued !
Product Manufacturer Masonite Internationa;il
.AddresslPhOWErnad 1955.P:awisRoad
West-CKwago, 6iJ18S
(615)441-4258
sschreiber@masonitef:Cotii
Authorized Signature Steve Schreiber
ssckiitrer@tntasoaite'cam
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4
Technical-Representative
Address/Phone/Ematl
Qualitq,Assurance.Representative
Addrss/Phonelfmall
Ij
Category 'EXtehor-Doors
StAnwteepry Swinging filteriorDob Ir Assemblles
Compliance Method
P Certification Markor Listing
Certification.Agency Nationat Accreditation I&Management Institute:
Validated By National,Accreditation'&Management Institute,
Referenced Standard and Year(of.Standar:dl Standar year
TAS 201 � �I� 1944
TAS X02 I -094
TAS 20 ij 3994
� I
7Ec##uivalence,ofProduct Standards
Certified By
,I
T—"l affirm t€eat t€era'are.no ianosn: in>:?1r4 ii Florida
Building cz—lu 4r?'.1ch:5i n-ly'r'?'i:4;ti'`t`£;vmdS !r-y
product(s)are in corn liance with the:itew Florida
Building Code. ;)
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Documentation from approved Evaluation or Validation Entity
M .. JJ JM • • • ! • J ! !.> ,wf A�f7 s>s�s ..Tw .. ���� >ss M � n.., ._.—._ .
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Product Approval Method Method 1 Option A
.Date-Submitted .04/29/2015
Dete'Valitlated -64.129124D15 t
-Date-Pending-FBC-Approva l
Date Approved 15/04/2a15
Summary of Products
FL# Model,-Number•er-Name Descri tion
4104.1 — °.-� Woad=edge Stee4 Side-4iict4ed fi'-8"Opaque 1/5-and 015 Single Door
Elmo.units. j
Umlts of Use
Certification Agency Certificate
Approvedfor,use in FHvr Yes 'FL4904 RT C CAC N10061 f0.01.odt
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
.Design Pressure:+76.0%-76.0 Installation Instructions
Other:Evaluated for useln•locations-adhering•to the- 'FL4904. R7 II FLOt2S.bdf
Florida Building.C:ode.including.the High-Velocity Verified By..National Accreditation.&Management
Hurricane•Zane,-and-where pressure-require mentts•as Institute
{a
detercnfined•.byASCE7,.-Mlnlrnum•.Design•Loads-.for Createdby•IndependentThirdfarty;
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressureslisted.3'd1"xW-E"max-nonfm2ilsize. +L4904'117 AE 504A.ridf
When 4arse:missile:impact:resistence:is:regu'ired, : :Cr.Bated:by-Independent Third.i?arty.:-Y.es
hurricane protective system is NOT required.See DWG- G
MA-FLO128-05 for details.
4904.2 Wnnd-edge-Steel-Side-Hinged '-O"�OpaquP•I/S and(f S•Single•Donr
Door Units
Limits-ot Use Certift 'ion Agency gertifhate
Approved-for use in HVHZ Yes -'FL4904 R7'C'CAC N1006110:02'.pdf
Appraved•for-uscoatslde:tfVH7_-Yes quality AssucaneeEorrtraet Expiration:Date:
Impact Resistant:Yes. W3112M III
Design Pressure:+70.0/-70.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL4904 117 1I FL0129:pdf i
Florida Building Code including the.High.Velocity Verified By:RationalAtcreditatiop•1k.
Management
Hurricane Zone,and where.pressure requirements as Institute
determined by ASCE 7.,•Minimum Design-oads-for -Created-by•Independelrit Third-Party:
Buildingszndi0ther—Structures tuation_ftepar_ts
design pressures"Ilsted."3-"0"x"8'-0"max nominal size. FC4904-R7'AE-503A.3df
When Jarge--missile:impact resistance is required, Created by Independent Third Party.Yes
humcane:.prntectivesystem'.191MOT.rEguIred.See`DWG- "
MA-FLO129-05 for details.
904.3 Wood-edge Steel Side-Hinged V-8"-Opaque•I/S-and•01S Door•w/-or•w/o Sidelites
:Door-units 111
LHmifa of Use cerrieicarronAgency;Cmtitlrate.
Approved for use in Ill Yes 1 FL4904 RA C CAC N1006110.01.pdf
Approved foruse-outside-HVI+Z:-Yes Quality-Assnran e-Eo»traet ExplmtlonDate-
Impact Resistants Yes 12/31/2020, LDesign Pressure:+55•.0/55�.fr Inswation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 fI FL01281Ipdf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute
t
determinedbyASCE 7,Minimum Design Loads for Created by Independent Third Party:
lltlirigs,and DlherSbuctures,tlots.mnt exceed theBepoft II'I
esign pressures listed.17-0"x V-8m max nominal size.. FL4904 •R7 AE 502
M.
Whenlarge-missile-impact-resistance-is•required, -Created-by-IndependeritThird Party:Yes
hurricane:protective.systeTnlsi90T:required.un.opaque -
panels,,but4s-required on-glazed-panels.See DWG-MA- it
FL-0128-05.
4904.4 Wood-edge Steel Side-Hinged 8'-0' Opaque I/S Doorlw/or w/o Sidelites
Door'.Units
Limits of Use Certification AgieneyiCertHficate
Approved-for use in HVHZ:Yes FL4904, R7 'C CACN10O611902 odf
Approved far use.outsIl Fmn&Yes. Quality Assurance.Cdntsact.Exphation Date, {
i Impact Resistant:Yes 12/31/2020I.
i Design Pressure:+45.0,(-50.0 Installation Instruct)ons
Other:Evaluated for use In locations adhering to the FL4904 R7 IT FL0129Ljrdf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute• I i!
determined by ASCE 7;Minimum.Designs Loads.for Created by independent Third_•Party:
Buildings:and:Sither.Stnutures,;.does_not-exceed-the valuation.Reports
asiyrr'pressures'listed.12'=0".x-8'-0"'max nominal sizc. .FL4904 R7 AE 501A'df
uVhen:large4dissile:impact-resistance:is.regtiired, . treated:by-Independe -TNrd-Party:-Yes
i
hurricane pretedive system is MT-erulred-on-Opaque .
it
I
ill
panels,but is required on glazed panels.See DWG-MA-
FL0129-05.
4904:"rr Wood-edge-Steel,5ide-Minggd.. 81-09,Opaque.,O/S w/-or +v/o•.Sidelites
DdDr Units N
tariritsm:fAim Certification Agencyt�rtificate
Approved for use fri-HV44Z:Yes FL4904 117 C°CAC V1006-110:02:odf
Approved for use outside t fHZ:Yes Quality Asstirance Contract Expir-atiou Mate
Impact Resistant:Yes 12/31/2020 �
gn�-I fld?/-4S:itInstaftationAnstractioin
Other:Evaluated for use in locations adhering to the FL4904 11,7_11 FL0129!'pdf
Florida-Building.Code including the.High.Velocity Nenfied.By,-National.Accreditation-&Management
Hprricane�oner-acid:where_pressueerequitements.as Institute j
determined.by-ASCE 7,Minimum Design,Loads for Created by Independent Third Party:
Buildings and Either Structures,does not exceed the Evaluation Reports
design pressures listed.12'-D"x 81:.Wl max nominal'size. 'FL4904 R7 AE 501A.bdf
When large missile impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is NOT required ori opaque H
panels,but is required on glazed panels.See DWG-MA-
FLO129-05. l�
1 44904:6- wood-edge Steel.Side-H"s'nged. 6'.-8°Glazed:I/S.and=O/5.Door.w/.'or w/o.Sidblites.
i Hour milts !!!
�1F treecartinuation1geg�CerFltfie aks
Approved farrvse-4nNVHZ.-:Ves FL4904 R7 .G.CAC'NID0611.0.43.odf
Approved for use outside HVHZ.Yes Quality Assurance Goritract Expiration bate
•• `impact4'tesistatlt:lVo - -i2/31/2020 Ilj
dilesignj!r$ssure:+_%.5/-M.5 Installation3M-Anil'ns
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0130'6d€
Florida Building Code including the High Velocity Verified ay: National Accreditation&Management
Hurricane Zone,-and"where-pressure-requirements•as Institute °
determined by.ASCE 7,.Minimum Design.Loads for. Created.by.Independ It.Third Party.
Balldings and father'Structures,-does notexceed:the Fxabntth=Reports r j�
design-pressures-listed:l2'-0"'x 6-8W'max nominat,slae. FL4504,R7 AE 502A:odf•
When large missile impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is required:See DWG-M•fk-
FLO130-05 for details.
4904.7 Wood-edge Steel Side-Hinged 8'-0"Glazed I/S Door w%{or w/o Sidelltes
Door Units I
E.irstits of Else Certification Agency EertMcate
•Approved#or-use,in4HV414Z:Yes -fl,4904-R7 C-CAC�NI1}06110 04rodf
Appiroved-for:umAu side-ttVHZ Yms ilty.Assurance gontraCtX'cplratlon3Xate
" 'Impawltesistant:No :-12/31/2020
i
Design p*S9Ure:-l-4D:0/-4S.0 :Instafietion:InstrnctlWAS
-Other.-Evaluated-for use-imlocations-adheriog°to=the • FL4904 R7 II FL0131rpdf
Florida Building Code Including the liigh'Velocity Verified By:National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute ill
determined-by.ASCE.7,.Minimum.Design.Loads-for :.Created.by-IndependenitThird.Party: :C
Oildings and'Other-Struetures,does not exceed'the Evoluauon-Repocts („
design pressures listed.12'-W x 8'-W max nominal size. .EL49Q4 PK7 AE 501A.odf,
When large missile Impact resistance Is required,. .Created by IndependentIThird Party:Yes
hurricane protective system is required.See DWG-MiA-
FL0131-05-for details. ( It
4904.8 Wood-edge Steel Side-Hinged W-W Glazed O/S Door ui/or w/o Sidelites
Door Units
Umitsof Use Certificatfon Ageency-g6rtificate
Approved for use let 114VI4,Z!:Yes RA904 R7_C CAC NT00611 O.04.1)df
Approved-for•use outside HVHZ:Yes u6lity'Assurance7Co itrait-Expiratioti Date
Ytnpact ResastaIm No 12/31/2020
-Design Pressure:-h4S:0f-40:0 Installation Instructions
flther,E ahnited for vse.in a>Itrerlttg to the -FL4904:117 _II FLQ13.1_iirl
Floride-Building-Code-•inc4uding.tbe.4iigii Velocity .,Verified.Sy:..National Accreditation&.Manage—nt
ilurficane'Zvne,and viihere pressure regtiiremerits as Institute
determined by ASCE 7,Minimum Design Loads for Created by IndependentiThlyd Party:
Buildingsatrd-OtherStructures,-does-not-exceed-the Evaluationst ports !j
design•pressures•listed.l2'-0"-xa-0"-max nominal size.'• •FL49Q4-117 AE 5O1A:ndf
When large missile impact resistance is required,,. Created-by.-Tndependent'-Third'Rarty:Yes
hurricane protective system is required.See.DWG-MA-
FLOi3.1-05•for details.
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Cg s n.1"D Ncirth Monroe Street,Taflahassee F[.'�2399 Fhone:BSa-dlB7-192d
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The State of floridaisan WEED emptuW.x'auvrioM2ttti?-2o1�State of i tmi¢te.::Privacy$�em_rd::A,,tri dvS1ainmeni;fiemd Statement
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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
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send dleC"nlc mall to this.entity_Snsteadr contact the office by phone or by ttaditfonai MB 10 ymt have.any questions,please.contact 850.,447.1395.
*Pursuant to Section 455275(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.She emaits provided may be used for offtcfal communication with thejiicensee.However email addresses are public
record.If you do not wish to supply a•persona4addrew,•plCaC•proVldC;ttiC•OCpartmtlntlVith.an.Cmail.address hich.can.be.mede.avallable.tothe.public-
To d=Mfnc,if you arca litcn=under Chbptdr.4W FS:;plcasc.ciltk-�„r�,
Product Approval Accepts:
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S16L�HANDED WOOD-EQGE STEEL Dd0A UN& D.r•o. , PAtYFL,lvtorrl °7.5 l�ti�C_ z q
6'8"DOUBZ_E DOOR WITM/MTHOUT 2ELJTES w�ASrFtacAL �'FRAME VVIDTH (k 4
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WES-.04 LOADS FOR BUILCItI¢S AND.OT'HE� `STRUC`-RES, r> r - U) I
DOES NOT EXCEED THE DESIGN PRESSURES LATEO.
— OPAQUE PANELS. BUT IS RFOUIRED ON GiAZO Stokuts.
. IN'!'HE HYHZ, FACTORY PRIMED DOORS MUST BE PAINTtO IN -4 -
ACCQRDANCE WITH SECTIPN 2?2`J OF THE FSO.
4. t'OVJ.UREWNE CORE FLAME SPREAD 1NOEit or5d
AND'SMOKE DEVCOPEQ NO OF GD PED A51M Etld.
s. OLASMS MsnNg or Ul'- FRAME tUTERLII L
T5$r DESCRIPTION OESIGNAr•bk Ama. a _
3c'LF ON fEtdP ASTM CT9129
IW4n'F >.BS
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E OF BURNING 4. 5. b.77. NAJIN.. tn'
M1't'IKE DENSttt AST D21343
7EN51LE STRENGTHS A51 ons 7.5OX DIFF` '
COMPARATIVE TENSILE'SIRENCTH RFT.R rHERINO
4500 HOURS 1 ENON ARI, NE"HOD 1 a
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DQUBLE DJGR.UNIT WISIDeLtrES ai a
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W I smil ,yy TH-SMl;'LrrE �"� 0
NHERE-WATER IN LTRA ONERFO h. CE 15
DESIG PRES {IE,RATING REWRED TID E.L5E.D iGN PRkSS RE tntC i�11.G'5
TABLE OF CONTFNTS CGNFtG MAX'kl IASIYI G C 7 I G I IPJ TSV IP{G SCAM. 'NZS.
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1.. TYPICAL
ELMNS d GENER4L NOTES. 9}t or XO b +bS.O .=5 .0 .+55. . .=55.0 +i9:0 .'- 9.0. + ya5:0' ' cxlc er
2 ANCH RING LOCATIONS& DETAILS XO j 12�a .+55.0 .. .
3, ANCH INE LOCJ+TIONS DETAILS O 1'49 ''55.0 i +19.0 .'-19.0. 455.0 /,.-5,5.0 tctJ4T',DAL1TiAEba owrillvc t10 '
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x 2-1/2" THE THRE$HOLD & INTO THE
#10 x 5/8" STRI CURE :DEEP hC1UGW -.
#10 x 7" FOR A 7,3.75° THF40W
#10 x 5/5".
#10 x 3/4" "F" w .
DE AIL ASTRAGAL cu
+ #10 x 2" MAI "E" ASTRAGAL in
FRAME / 'DOOR 40/8 OTDA1411%121.
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DEJ61L "0' „ �MkE PLATE TO FRAME ALUM, STEELoa Wren SPACER
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TYPICAL AAs x I=I�r PHs
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1. ANCHOP ANALYSIS FOR LOAFING CONDITIONS PI?EPARED, z
SIGNtb AND'SEALED BY LUIS k. LONIAS, PE
(f±LOFIIOA #62614) V41TH THE LOWEST (LEAST)
FASTtNI R:.RA"NG FROM THE 610ERENT FASTENi:iS
I3EIN'G• CONSIDERED 7OR USE, ..:JAMB,. HEAQ, AND ¢a
tHRESHOLD FASTENERS ANALYZED FOR THIS L NIT INCLUDE u�N fl a
X10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL w
1 HAROWARP•SCHEDULE. 'a u w Y
SHIM MUST BE PLACED M SHIM SPACE AT LAUD ANCHOR �0
LOCATION.' TAPCON EDGE RISTANCE MIN 2 1/2". 1. KNIIK.SET SERIES 460 ORADE 3 CYLINDRICAL LATCH AND
�, , —3 SERIES 989 GRADE ' 0' DLOC4 HARDWARE TO BE INST'ALLi=D
2. MULLIvN8. TO BE 2�-`/2' 9 /8" 8TRUG'�I;RA`L GRADE o
AT S-1/2°' CEI�i;OLINE:, ca ro
FJ PINE Cr.V CONTINUOUS {BEAD AND �iLL UNI'"5. SACK TO . . .. . '" c?w.
C3ACI4 JAMB UMTS JOINED WITH I" X f/$" LONG 2. 4" X 4" FULL L1 . . ,I BUTT HINGES N N
CORRUGATED FASTENERS IQCATEb 3" FROM EACH END
AFib .t�XIMV.\4 7" O.C. OR #10 X 2".FLAT HEAD WOOD
SC�EWS LOCATED 6" FROM EACH END AND MAXIMUM ;''," • , 'x ,
2C5.(. o
3. HE W006 SCREW SINGLE $HE:ti.R DEgIGN VALUkS;COME FROMngri 025" _0.26"
ANSI/Ar&PA NDA FOR SOVTyERN PINI_,LUMP R AND ACHEIVEMFNT rs r { oars 7 11 Cry
OF 1-'1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE � A>ideaunlotlkdq
ct
MINIMUM EMBEDMENT OF 11,/4" -' ( ' � !.. ! sc� N.T. ,
--
;sr' » C�nI,�:Nln�G1aA Vii{ onc.ire 'S1NS
4. WOOD BUCKS BY OTHERS YIUST.B= ANCHORED PROPERLY TO ,R{ � � "� piK.M
, s f r,7. .
TRANSFER LOADS TO '-STRUCTURE. OWt9$`
:RE. cpAw"Q r%oz.
5. M1VIhIUNt a�SIGN VALUE STRENGTH OF ANCHOnS 171 LBS. 1Y�IC L 1kO0a BUCK TYPICAL PmSONRY aac-rw-�rflr2a-c3
ANCAOR INSTALLATION ANvHOR INSTALLATION
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5/19/2016 46233(1000x750)
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