HomeMy WebLinkAboutProduct Approval -9126/2019 Florida Building Code Online
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+ FL# FL22378-R6
b*:
Application Type Revision
Code Version •2017
Application Status Approved
'Approved by DBPR.Approvals by.DBPR shall`be.reviewed and ratified by
the POC and/or the Commissionif`necessary.
Comments
Archived
ProdUCt.Manufacturer Masonite lnternational
j Address/Ph6nelEmail 1955.Powls Road
West Chicago,ILi60185
(800)663=3667
sschreiber@masonite:com
Authorized Signature Steve`Schreiber
' sschrelber@masonite.com
i
j Technical Representative
Address/Phone/Email
I
Quality Assurance Representative
Address/Phone/Email'
i
I
Category Exterior Doors
Subcategory; Swinging Exterior Ooor.Assemblles
I ,
Compliance Method Certification Mark or3.isting
Certifiptlori;Agency National Accreditation&Management-'Institute
Validated By National Accreditation W 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 01/25/20L9
Date Validated 01/2812019
Date Pending:FBC Approval
httpsa/www.ftoridabuilding.org/prlpr_`app dtl,aspx?param=wOEVXQwtggs3M6fn9%2flC8XPIOX7v2$WDo0MX5mi9906�/sY1Xv4vXZY6A%3d%3d 1/4
9/25I201 g Florida Building Code'Online
Date Approved 02/64/2019
SiammarV of Products
FL# Modeli�Nurnber or Name Description
22379A stormgu'ard Fiberglass Side-Hinged V 8"Opaque I/S Single Door
Door:Unit
i Limits of Use Certification Agency-Certificate
Approved for use in HVHZ:Yes, 922378.R6. C CAC:NI007077.07-R2.12df
ve Approd4or use outside HYHZ:Yes Quality.Assurance°Contract Expiration Date
impact Resistant:Yes 12J3I/2o2o
Design Pressure:t60/-65 Installation Instructions
Other..;Evaluated,for use'in locations adhering to the Florida _FI1378 R6 t R01,70.,Odf
Building Code,Including the High,Velocity Hurricane Zone;and Verified By -Natlonal Accreditation::&.Management Institute,
where:pressure requirements do:not exceed the design Created by`Independent Third'Party:
pressures listed.-T-0"x 6'=8"max nominal size.Hurricane Evaluation Reports
protective systemas'NOT required'.-See DWG;MA=FL0170.for EL22378 R6-AE 514010A.odf
p q Y
anchor details and.water ertormance:where re aired. FL'22378 R6 AE 514014A.od
Created*by Independent.Third`Party:Yes
22378.2 Stormguard Fiberglass Side-Hinged W-4',.Opaque O/S Single Door
Door Unit
Limits of Use Certification Agency:Certificate
Approved`formse in HVHZ:Yes FL22378 R6 C.'CAC NI007077:07=R7,
Approved,for use-outside HVHL--Yes Quality Assurance-Contract-Expiration Date
Impact'Resistgnt:Yes 12/31/2020..
Design,Pressure.,4-60/,760 Instaliation`Instrudions
Other:Evaluated for uk''inaocations adhering to the Florida FL22378 R6 Ii. FL0170:odf
i Suiiding Code,including the High:Velb6iy.�Hurricane Zone .and Verified"By:.Natlonal Accreditatlon&Management Institute
where pressure requirements4o:notexce-edthe design. Created by,Independent.Thied Partyc
0"pressures listed:31' 'x 6'-8"max nominal size. Hurricane Evaluation Reports
protective:system>Is-NOT required,See DWG-MA-FL0170 for F1:22378 R6 AE,51401'Okodf
anchor details and'water performance where required: F02378 96 AE 514614A.hdf
Created tiyIndependentThird Party;Yes
22378.3 Stormguard Fiberglass Side-Hinged- 6'-8"'Opaque JIS Single orpoubie.:Dooe wle or w/o Sidelites
' DoonUnit
Limits of Use; Certification.Agency.Certificate
Approved f 37 or Use in HVHZ:Yes' FL22378 'R6 C CAC NI007077jttB2.=
Approved toruse outside HVHZ:Yes Quality Assurance Contract Expiration bate
Impact Resistant Yes 12/31/1020
Deslgn,Pressure ,+50,5/505. Installation Instructions
Other:Evaluated for use1n locations adhering to the Florida FL22378 R6 II FLOS70:odf-
g rified By:'National.A'de,701tation&Management'Institute
Burldin Cotle;lncfuding the High Velocity Humcane Zone,and, Ve
where pressure requirements:do not exceed.the tlesrgn Created by independentThird`Party:
pressures listed.12'-0"x:6'=8"max nominal'slze. Humcane Evaluation Reports,
protective system_Is NOT required.See-DWG--MA-FL0170`for l.22378 R6 AE-514008Apd
anchot,details�and water performak4,.Where required. EL22378 R6'AE S14 i-2A ndf
Created by IndependentThi�d Party:-Yes
22378.4 Stormguard`;Flbergiass Side-Hinged Wmll"Opaque'0/S Single or Double Door w/or w/o Sidelites
Door Unit
'Limits of Use Certification Agency,Certificate
Approved for use in HVHZe Yes FL22378 R6 C'CAC NI007077,07-112.pf
A .pp �rov ed-for use outside.HVM2.,
Yes Quality.Assurance Contract Expiration Date
Impact Resistant.Yes. 12/31 2020
Design-Pressure +5S.0/-50.5 Installation Instructions
Other:Evaluatedfar use'In locations adhering-to.the Florida' FL22378 R6 tI F1.0170-odf.
Building Code,includtngtie High Velo ity Hurricane Zone,and Verified By',Nation6VAccreditation&Management Institute
where`presssure' requirements do'not.exceed,the design Created by-Independent Third Party:
pressures Ilsted..1.2'-D" 6',S"'x max nominal size.Hurricane Evaluation,Reports.
profecElve'system is NOT required,See DWGMA=FLO1ZO:for FL22378' R6.AE 514008Aso�f
anchor'details`and water performance where required. FL22378:R6 AE"514012A oAf
Created;byT.ndepeiidentThi'rd Party;Yes
22378.5 Storrnguard 1berglass;S1de-H1nged W 8"Impact-Glazed I/S or O%S Single Door-w/'or W/o Sidelites.
Door-Unit
Limits%of Use Certification Agency Certificate
Approved for use.in HVHZ:Yes M22378 R6 C _CAC4 NI007 7� 7_09!M.odf
Approved for use outside HVIM,Yes Quality Assurance Contract Expiration Date
Impact Resistaht:Yes 121,,3p2020
Design Pressure:+SS/-55 Installation Instructions
Other:,Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172:'pdf
Building Code;induding-the Hlgh Velodty Hurricane Zone,and Verified By:National Accreditation&Management Institute
where•pressure requirements do-not exceed•the design Created by Independent Third Party:
pressures listed.8'-0"x=6'-8"max nominal slie.Hurricane Evaluation Reports
protective'systeni is NOT required.See DWG-MA-FLO172 for a22378 R6 AE 514008A:odf
anchor det3lls and':water performance where required.
tittpsil/www;florid6bullding,org/pr/pr_app_dti:aspx?param=.wGEVXQMDgs3M6m8%2iK8XPIOX7v28WDoOMX5rni9308VsY1Xv4vXZY6A%3d"/o3d 2/4
x
I
-
1 -'MM NITC o,
21" MAX 36.375"MAX.
STOAMGUAHD FIBERGLASS DOOR UNIT D.L o, 37.5" MAx. o.
PANEL W107H.. —U.
W-8-DOUBLE DOOR WITH/INtTHOUT SIDE JTES W/; K� s wmTH o
1 •
�ENERAI-'NOTES
0
j 1. 'EVALUATED FOR USE IN-LOCATIONS-AOHERINC TO
THE FLORIDA BUILDING COOS AND WHERE PRESSURE'
REQUIREMENTS AS''DETERMINED''BYASCE 7r MINIMUM. 13
DESIGN LOADS FOR BUILDINGS AND..OIHER STRUCTURES, U)
ODES NOT'EXCEFD THE DESIGN PRESSURES LISTED.:
2. TINS`P OODUCT•DOES NOT`REOUIRE THE USE OF
1 A HURRICANE PROTECTIVE SYSTEM%(SNUTTERS). m _
s 3. POLYURT IHN4E'I:a2E.FUME SPREAD INDEX OF.:60 ,
AND SMOXE DEVELOPED INDEX OF 60.PFR ASOA ES4.
4. PLASTICS TMNG,
i TEST DESCRIPTION DESIGNATION. FACING UTE FRAME. a
SELF'IGNMON TEMP ASTM DT929- .752 F 650 F 8442'F> 650•-F-
RATE OF BURNING.' AST1d'D835 D56 IN mIN-... 1:26 I TAN
SMOKE D(NST1Y ASTM`02(T43: 53.4X 70.21E
TENSILE'.STRFNWH' ASW-D638 3.2X RIFF taxDIFF•
5. PLASIMS:'TESRNG.OF WORLDWIDE COMPOSTTE FR[UAE(WHIM USED);
TEST DESCRIPTION DESIGNATION RESULT �'
SELF.:IGNMON TEMP' AS7M'DID29, 779 F>650'F
RATE OF BURNING ASIIA D635 f>O:IN
{ SMOKE--DENSOY AM D2643 39.0%
TENSILE-.STRENGTHI 'ASTM_D638 3.65-RIFF - A1WtaEWi & %
COMPARATIVE TT7JSILE'SIRENGTH AFTER`WEATHERING. Dl)UT31E DOOR UNIF 1Yf$Dl ELlIIES
Ly� tyo
4SOO HOURS'XENDN ARC METHOD I
o oaoa �n
a �Q
• • —
0 0, .0.,0
0 QQ i�N
00 0 0 0
AL
SINGLE DOOR DOU Uld!r BLE DOOR UN fI SIN DOOR R GNCJe.[>DOR UNIT XUGLE DOOR'UN .:W/SIDELRESi DOUBLE DOOR'UNIT W SID
cnvr E7I7E5 m
. ,�pj510EL17EUN WITH SIO(T1T£ - .. .01 p
4 STRUCTURAL'. F WHER .WATTA.1 IL`7 ERFORMANC
DESIGN PRESSURE RATING REOUIR TO BE.-I OF DESIGN PRESSURE
ED
CON[{G. 1LPX,WIDTH INSWINQ ALL DUTSYNNG , 5ONSWNG BUMPER D , S. +
—.
;
W; ¢
X 37.5 , +60.0 2 ,0 +50.0. .0 5_ 6 +5 0' B O S.
+5 .0 N ++ .O N A 25.0 A. +55.0 505 +55.0 ,5
2 :0 IN�_4 7+55:0" 0 + —505
+55.0,' —5 N +250 - +55 0; - +55. Z'
5 sr„I N:T S:
_ '` t> .sr SINS'
TABLE OF CONTFMS cN{c.trn
5H1T DESCRIPTION; XURt BALT►LAZOR oaArwNa em•
LEVA 0 S RIP '! TES FLORIGA P•E OWC-6tA FL0170-07
2.- ANCHOR G TIQNS' 0 LS - �$6533,
3 ANCHORING•L T10NS'61`DETMI : s++EEt.' or 3
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• 8
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6' 3. _
8- 6mJ
J' 3'
3. 3 3' 3. 6'—+ s. io 0
a.
SE DETAIL 8 f8 x 2" rn rn N ui
ASTRAGAL RETAINER BOLT HOLE
#8. x 2" #10 x 5%8" "UST BE
DRILLED THROUGH
THE.THRESHOLD .Se INTO THE
STRUCTURE
FOR 375 DEEP
THR THROWENOUGH
W
#10 x 1 DFLAIL E" A-�TRaCd1 p a.r= `i
#1.0 x 2-1/2" DETAIL F' ASTRAGAL x r-
0 .' ATTACH ASTRAGAL RETAINER 80LT N z 0 o
#:1:0 x I"
STRIKE PLATE TO FRAME. i
#10 x 5/8" AS SHOWN.; omn�WRr min-at)
DETAIL___-D-
0.962
��.�qy� rreurw,wet� '
1:43T - auv rs�a a><awSroso 0.. .: 7.i..—,...h 7 ao�wiae Ow r7-um.1U, (r>•eoriu.W "w wtq No f>-)xn.n) lo�im W .. r o •.
T T p�s�Hur mrocnoim �--.our rv. aur.'ieA snmmam. Aixr mr.
NSwiNG THR HO p/ amw m•ra at. MAM.. r%Y aft i�iaui w lama avai�i. o
RE� UMFER O/,� THRESHOLD HP THRESHOLD, vxaa w o r,m a z
wpm oof apa, �+ oai Ns o+�t' 4 9 07
t.437*' _. tea � SWS
482-
T T _ .r •rvbr„ cLzrnro esra� �n,ntE c a�ia�AIL
-ImEP 0T�TED'°S� IMPACI RATED'CLASS
CxK.,BIe•
Z-SERIES '6/-s THREGHni b nwwwo fm.:
HIGH 'QAM (l f S THRESHOL. T4 Or THRESI{O�p mVC-MA-FLOT70-07
r
SEE, 3'
DETNL:- _ :6" _
CQ�
"E" SHT. 2' 3r. 3• 3• 0
_1 3' 6'
to
1 b �
t 17
cn 0
3
B, x.
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a'SEE DETAIL: a: �
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SEE DETAIL W _ - W•_
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A M a v G of H 9
6.
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prNq/ 3' 3.. 3` 'b +Q'
SEE Daw' 6" 6" o�
6• 3 U_
Rr HARDWARE''SCHEDULE rn m
"F"SM 2
1. KWIKSET SERIES,400 GRADE 3 CYLINDRICAL LATCH AND a
ATTACHMENT DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO :BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 54-1/2" CENTERLINE. y
SIGNED AND SEALED BY ROBERTO L•OMAS:, Pi~' ^ 2. 4" X 4." FULL .MORTISE BUTT HINGES. a¢�
(FLORIDA #62514).WITH THE LOWEST '(LEAST): M� a a
BEINGNCONSIDERED�,FOR USE, , JAMB,NHEAO AND'
INCLUDE cL-� I- Mw rxl/A D.oRROGAtED �toxFROM-
WOOD SCREW »a. y;
M 3" FROM EACH,END 6'FROM Ei�CH•I_ND a
1 15 7`OC AND 12 OC �-in a C
THRESHOLD FASTENERS ANALYZED FOR THIS ' �'' I P,W o i
#10 WOOD;SCREWS„ 1_/4' TAP.CONS,, AND #10:TEK c SCREWS: ooa�rz_
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH { �cru <�
CAULK
ANCHOR LOCATION.. _TAPCON EDGE DISTANCE.MIN,2-1/27:', C�.;-� �— Ac c
WOOD; SCREW EDGE,DISTANCE MIN,'3/4". ?EK SGRIlN EDGE TYPICAL MASONRY
DISTANCE MCN 1/2"; ANCHOR: INSTALIATION ;_,; CL
2. ANCHORING INTO STEEL,STRUCTURE, MUST BE .SUFFICIENT TO 1X,BUCK MASONRY COMBINATION W000: COMBINATION' W000
ACHIEVE 3 THREADS MINIMUM 'BEYQND STEEL INTERIOR SURFACE. ' ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
MIN3. THE'WOOD SCREW SINGLE SHEAR DESIGN VALUES CAME FROM ._ D'25• S) t+iOX2-7 2 (4:,qp10X2-1 2
(3WObD:SCRE • I70 SCR
ANSIJAF&PA NDA FDR,SOUTHERN PINE LUMBER AND ACHOVEMENT EA ST'N"D. EACH EN�-
OF 1-1/2".MINIMUM EMBEDMENT: TNE.TAPCON MUST ACHIEVE
CL—) �-- nrte.4 9 0T
MINIMUM EMBEDMENT,OF 1=1/4"; SCAM : N.T.S.
4. WOOD., BUCKS BY.OTHERS MUST BE ANCHORED PROPERLY TO £• oKa� S1Ys
TRANSFER L 'iYPJCAL WOOD BUCK
OADS TO STRUCTURE, e • ow ani;er
olw+nrro.r+o. ,
ANCHOR INSTALLATION
5. 'MINIMUM-DESIGN VALUE STRENGTH. OF ANCHORS 155 LBS.. INTEGRAL WOOD INTEGRAL WW 0wc76W F<o1?o-oz
MULLION (CHS) MULLION (CHS)
- ---- -- -
NOTICE-OF PRODUCT-CERTIF-IGATION -
Company: Ma§onite International Corporation Certification No.: NI007077.07 R2
} 1955 Powis•Road Certification Date: 0S122/2017
- • -West Chicago;-'IL.-60185 - -- F.3ipirahon`Date• 12/31/2020
Revision Date: 05/02/2018
.
Product: Fiberglass Impact Rated Opaque Inswing or Outswing:Door w/and w/q:Impact Rated Sidelites.
f (w/Wood Frame pr Worldwide Composite Frame unless noted)
' •Specification: TAS 201/202/203=94/ASTNI E330=02
The"Noticeof Product Certitcation 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 andithat_all certification criteria,has been satisfied. This prodnethas been,approved for.listing within
NAMIS Certified Product Listin at www:Namicertification:com.,:NAMI's Certification Program is accredited b The American National Stanilardsinstitute ANS .
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 US. Opaque 3'0''x 6'8'" +601-65. 0`.psf Yes NCITr210 3102;1/ATLNCb129.02=15/ATLNC 1012:01-i6
Sillgli Maximurn PanbI Sizc:.3'0"x 6'8"
f AnckorDauils=MA-FL0170-07/W-1807
X O/S Opaque 3'0"x 6'8" '+6,QIW 3.75 psf/�6 0 psf t Yes NCI'I,210=3102,1/ATLNC0129:02451ATLNC 1012:01-16
1 Single 10:5 psf2/9.0 psf a Maximurn?ancl Sue:3'0 z6'8"
psf AnchorDctails<MA,FL01,70-07/W:180.7/W-1835/,W-1860'
XX I/S Opaque 6'0"x 6'8" +501-50.5 0 psf Yes NCn,210-3105=1/ATLNC 0129.01-15lATLNC 1012.01-16
Double Maximum Panel Size:3'0"x 6'8"
Anchor DcUls-MA FLO170 07/W-1807
XX OIS Opaque 610"'x 6'8'' +55/-50 5 3 75 psf/6.0 psf t' Yes NC1'G21,0 31 o5-1/ATLNC 0129.01-tSfATLNC 1012 0146
Double 825,psf 2/8.26 psf a: Maximum Panci Sizc:3'0"x 6'8"
Anchor Details-MA-FL0170-07AV 1807NV-1835
XO/OX I[S. Opaque Door 6.'0"x G'$'" ►50.5/-50 5 0 psf Doof-Yes NCT .210-3105-1/ATLNC 0 129 01-151ATLNC 1912A1-1b
SingleAv/Sidelite Glazed Sidelite Sidelite-Yes Maximum Paiael Size.3'o x 6'8"/sidehte:X07x 6'8"
Anchor Details-MA-FL0170.07/W-1807
XO/QX O/S .:Opaque Door 6.0"x 6'8" +55/50.5 -1.75.psf/6 0 psf t Door-Yes NGTL;210-3105=1/ATLNC 0129.01-15[ATLNC 161101-66
i Single iv/Sidelite Glaze
d Sidelite 8.25 psf 2/9:0 psf 4 Sidelite Ycs Maximum Panel Sue 310 x 6'8~/Sidelite:3V x ss"
Anchor DetaifsAlA=FL0170-07/W:I807/W-1835
OXO I/S Opaque.Door 9'0"x 6'8" +50•.51-50:5 '0 psf Door-Yes: NGTG210-3105-1/ATLNC 0129 01=15/ATLNC i012.01-16
Single w/Sidelites Glazed Sidelite Sidelite-Nes Maximum Panel size:3'0'x 6'8"/Sidelite:310' x'6T,
An6ho1 OX() O/S Opaqu6Door 9'0"x 618"' +55/50:5 375 psf/6,;0psf.� Door Yes WrL,r 10=3105r ATLiN 0 90175/ACLNC1012.01-16
Single w/Sidelites Glazed Sidelite 8 25 sf l9:0 f t Maximum Pant Sizc:3'0 x&8'ISidcide.3:0"x 6'8"
p Ps Sidelite=YCs AnchorDciails MA-FL01T0-07LW-1807LVV:,1835
OXX0 I/S Opague Door UW'x W8"' +50/-50.5 0 psf Door-Yes. NCrL,210 3105-1/ATLNC:0129 0I;15IATLN-101101-16
j Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3•o x 6 8/Sidchtc.37,0'x 6.8."
AnchorDctails-MA IZ0170.07/W 1807
OXX0 O/S Opaque'Door 12'4"x 618" +55/-50.5. 3 75,psf/6.0.psf Door=Yes ::NCI1r210-3105=VATLNC 0129 01 15/ATLNC 1012 01-16
4 Maximum Panel Size..3.'0 x 6'8'%Sidelite 3'0"x6'8"
Double w/Sidelites Glazed Sidelite 8.25 psf-/8.25 psf SWIJGte=Yes
i-Dcnotis Z-Scries Threshold Design 2-Denotes iltgh`Dam,Threshold Design 3-%V-1815 4-Denotes Wdridwh itiv T4 Threshoid S-Denotei,HP Outming Threshold
Anchor Details-MA FL0170-FL 180W 1835
? National Accreditation:&Management`Institute,,.Inc./4794 George Washington Memorial Highway/Hayes,VA 23072.
Tel:(804)684-5124/Fax: (804)684-5122
i
NAMI-AUTHORIZED SIGNATURE:
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