HomeMy WebLinkAboutProduct Approval RECEIVEQJUL 091015
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.�r�.,�"'��� `" T"j FL# FL8228,R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived IDC
Product Manufacturer Masonite International E.
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
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
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
hq://www.floridabuilding.oriz/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 7/1/2015
v 1 'y_ VA
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 Q/S Single Door
( Limits of Use Certification Agency Certificate
1� Approved for use in HVHZ:Yes FLB-228 R7 C CAC N1006900.01.9if
r� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
l Impact Resistant:Yes 12/31/2020
Design Pressure: +85.0/-85.0 Installation Instructions
U Other: Evaluated for use in locations adhering to the FL8228 R7 11 FL0160Dx.Ddf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed.3'-0"x Evaluation Reports
6'-8"max nominal size. Hurricane protective system FL8228 R7 AE 504A.udf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO160-07 for additional information.
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 N1006900.02.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 F1_8228 R7 Ii FL0161Dx.ndf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed, 3'-0"x Evaluation Reports
8'-0"max nominal size. Hurricane protective system FL8228 t_AE. 503A.pdf_
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region.See DWG-MA-FLO161-07 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 FL8228 R7 C CAC N1006900.0i.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 FL8228 R7 11 FL0160Dx.pdf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system, FL8228 R7 .AE 502A.Ddf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region. 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
Sldelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL8228 R7 C CAS N1006900.0i.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 FL6228 R7 11 FL0160Dx.Ddf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.Ddf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.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
Sldelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL8228 R7 C CAC N1006900.02.pd
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 FL8,1_25 R7 11 FL016±Dx.pd f
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
http://www.floridabuilding.oriz/lDr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 7/1/2015
NOTICE OF .PRODUCT CERTIFICATION
~' Company: :Masonite International Corporation Certification No.: NI006900.01
1955 Powis Road Certification Date: 01/1=4/2007
West Chicago, IL 60185 Expiration Date: 12/31/2014
' .,. Revision Date: 09/27/2011
Product: Fiberglass Opaque Inswing or Outswing Door-,N/and w/o Non-Impact Rated Sidelites(«-/Wood
U. Frame unless noted)
nCx Specifications Tested To: TAS 202-94/AST1i .E330/ASTl4'I E 18861.E:1996
Impact Rating: Wind Zone 4-Missile Level D
The "Notice of Product Certification" is one•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 and that all certification criteria has been satisfied. This product has been approved for listing within
NAM1's Certified Product Listing at wv vw.Namicertif[catian.com. NAMI's Certification Pro gram is accredited by The American National Standards Institute(ANSI).
Inswing i Glazed Structural Water f'lissile Test Report Number
Configuration or or Maximum Design Test E Impact Drawing Number&
Outswin ! Opaque ! Size Pressure Pressure J Rated Comments
X Ifs Opaque ! 3'0"x 6'8" +85/-85 2.86 psf r Yes NC'rl-2lU-335a-!
'
Maximum Panel Size:3'0"s 6'8`
Single I anchor i)c[nil-M:+:Ft Q1h0 0+
X ! O/S Opaque j 3`0"x 6'8" ` 85r`-85 10.5 psf Yes
Ntaximum P�c'rt..-'to-.a.,�x-1.c:tL;a-7'�« -
Sin�le I I I urel Size:Y0,"x 6'S..
j Anchor Dc[aii-%1A-I'L0160-07
XX I.'S Opaque 6'07'x 6'8'' +50.5' 50.5 I 2.86 psf }'escrt..-2to-;t};-;
t Maximum Pana$tZc.3'i)'x o`$':5idrltte 0"x 6'8'-
DO able ! Anchor Detail-NIA-FL0160-07
I }CY O/S Opaque 6'0"x 6'8" i +55/-50.5 6.00 psf Ye: ru::'rt:2Io iu -li210-33,14-t:�.c
Ifbts>ximum Par[el Size:3'f,",;6'8"j$idcli[e'3'U".�ti'8-' !
8.25 s*
i
Double i p Anchor Detail-MA-FIA160-07
�:O%OX LIS ( Opaque Diger 6 0".�6'8" 150.Si-50. Z.86 psf Door-Yes vcTt.-210_?lo5-tiz10.314-IA.CrLA-7,2u'
Single wfSidelite i Glazed Sidelite Sidelite-No Niaximttm Pura Size 3'0' 6's"-5ideti[c:5'+: rb's'
I ! I Ar[chor l)crail-:t1A-FLo 160-07
t XO/OX O/S Opaque Door 1 6'0"x 6'87- +55/-50.5 i 6.00 psf Door-Yes `C-rL-2w-3ltis-li210-3314-IA.C-H.A-7 2w-2 -
Single w/Sidelites Glazed Sidelite 8.25 pst' Sidelite-LO I hlaeinnun Panni Size:3'0" 6'Y' Sidaite:3'i!' x 6'8 '
Anchor(.Mail-NIA-FLU 160-07
OXO I/S Opaque Door 9'0" x 6'8" +SOSr'-50.5 ( 2.86 psf Door-Yes �:C`n--zt 1-_toy-tato-33ta-tA.Crt.:� '=t�-2
i Maximum Panel Size:3'0"x 6'8'7Sidelite:3'0'-.x 6'8"
Single vi%Sidelites Glazed Sidelites ; Sidelites-l�io _ Ancnorth[ail-X9:1-F'1.0161}-07
---- 1
�- -- ~-- NC-11.-210-310 -11210-3314-1A.C"1A-77216-2
OXO O%S Opaque Door 9'0''x 6'8" +55;-50.5 6.00 psf i Door-Yes
blaximum Panel>ize:3'0"x 6'8'7Sidelire:3'i1"a 6 8'
Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No
Anchor Derail-MA-110160-0.
OXXO t/S Opaque Doors l''=f-_ x 6'8" +50.5:`-50.5 2.86 psf Doors-Yes ":c."rt_210-_ia;-t;z1a3->la-tA.crt_,a 772��'-2
Double w""Sidelites Glazed Sidelites t ( j Mtaximum Panel Sizc:3'0".x 6'8"%sidrti[e:3'0".h s'
Sidelites-NoAuchor Detail-'NIA-FL0160-07
OXXO O/S ( Opaque Doors ! 12-4"x 6'8-' 1 +55/-50.5 6.00 psf i Doors-Yes NCTL-2to-:t0 -u210--,ala-I:�.CTL.A-7721v-2
Double w/Sidetites ! Glazed Sidelites �_8.25 pst Sidelites-Jv0 .Maximum Panel Sizc:.i'0"x 6'8':'Sidaite: 'o x 6'c"
iAnchor Detail-MA-F1.0160-07 l
"4 Denotes High Dam Threshold Design
National Accreditation & Management Institute,Inc./4794 George Washington :Memorial High,,aviTlayes. V 23072
Tel: (804)684-5124/Fax: (804) 684-5122 /%
NAMI AUTHORIZED SIGNATURE:
Ln
00
�J�j 149'MAX. OVERALL FRAME WIDTH c
❑�CY�Q ?'C CS`' 0 0 0
21" IdAX 36.375" MAX. Q
SIDE-HINGED FIBERGLASS DOOR UNIT -D.L.D.- _PANEL V✓lOTX - 37.5" MAX. Q O
6'-6"DOUBLE DOOR WITH/WITHOUT SIDELITES w/ASTRAGAL I FRAME WIDTH 0 C
co
GENERAL NOTES ¢ 0
1. EVALUATED FOR USE IN LOCATIONS ADHERING ® ® ISI ® W O
THE FLORIDA BUILDING CODE AND WHERE PRESSURE � U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM C
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Z Z
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ()
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Z 0)
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSIALLED IN THE WIND-BORNE DEBRIS REGION, OLIj
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED i -
ON PANELS WITH NON-IMPACT GLASS. �0
4. POLYURc"THANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84,
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER-ASIM E84.
S. PLASTICS TESTING OF FIBERGLASS FACING: I 25. o
TEST DESCRIPTION DESIGNATION RESULT VI a o Q z
SELF IGNITION TEMP ASTM Dt929 752 'F > 650 'F $�v",mG
RATE OF BURNING ASTM D635 0.55 IN/M!N
SMOKE DENSITY ASTM D2843 53.47
TENSILE STRENGTH- I ASTM D638 1 3.2% DIFF
VIW$ Z
O
6. PLASTICS TESTING OF LITE %RAMC MATERIAL: o
TEST DESCRIPTION DESIGNATION RESULT 0
DOUBLE DOOR UNIT WISIDELITES a a
SELF IGNITION TEMP STM 01929 740 'F > 650 'F
1 PATE OF P.l!R!vINO ASTM 0635 0.77 IN MIN &,f�I
f SMOKE DENSITrNGTH• ASTM D2843 t 3x.aV.v:N�N m'
Ce5f11Nc_ NIoo4 oo_r'i I�w
iENSILF SREASTM 0638 -7.507. DIFF I I
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING R.2VILMCQB}! ICI LI
4500 HOURS XENON ARC METHOD I Da1eF.w,e U:_ 9/P /, Q1 fz?I
It u, I
7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0727.13 I UI C
C)(L 0El 0
IW o!
1
lJI N
0 Do, 0 � • a� � �• � � � � ' I � z��i ►c
ion mu In � I c�ooQ
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES OOrIB F DOOR NIT W/ IDS IT'S
WITH SIDELITE WITH SIDELITE CIL.�m Q Z
WHERE WATER INFILTRATION PERFORMANCE 15 DATE: i/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG _ MAX WIDTH INSWING OUTSWING INSWING OUTSWING WING' SCALE: N.T.S._
SHEET // DESCRIPTION X 37.5 +85.0 -85.0 +85.0 -85.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0_ DWG.BY: SWJ
1 TYPICAL ELEVATIONS & GENERAL NOTES _ XX 74 +50.5 -50.5 +55.0 -50.5 +t9.0 -t9.0 -40.0 +55.0 -50.5
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 CHK er:
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 _ -50.5 +55 U -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR D!AWWC PC,
OXXO tag +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 aa0.0 -4U.0 +55.0 -50.5 FLORIDA P.E. 0WG-Ma-i2LI60-07
• High Dorn Threshold Design #56533
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Revexed8y._�.
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#8 x 2-1/2" Dat_RweAec: e/z=J i• �I iz� i
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ASTRAGAL RETAINER BOLT BOLE Igfa of of j ;
MUST BE DRILLED THROUGH ��:��� Io In I
#8 x 2-1/2" #70 x 2" THE THRESHOLD & INTO THE a`��l¢I i>
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH w�f z al Ix
#10 x 5/8" FOR A 1.375" THROW _
//8 x 2-i/2' #10 x 3/ ATTACH ASTRAGAL RETAINER BOLT I I
STRXE PLATE TO FRAME DETAIL "F" ASTRAGAL co
#10 x 5/8" AS SHOWN.5180 1c,"
❑'
#10 x 314" w Oil.
• 0.124-ANNEALED DECORATIVE INSERT
110 X 0.0SAFLEX (OPTIONAL) DOW 832
FRAME DOOR 0.72e'ANNEALED
-
.072a-tEUP.
/ #e x 1-1/2 PHS
DETAIL "D"
DETAIL "C"
O U 07 a-U
TYPICAL
5/07
0.962..1 DOW 832 DOW 832 / '"P-`'• I SCA
/ `Cy7••t SOLE: N.T.S.V.7.S.
. t.Oa7" •::�x„i`;: Dow e12
t.375" t75' -'
{ iRIEB14R ^ IMFRIDR %TFRIOR ~, INT CHK I R CNK BY:
I { --
TYPICAL GLAZING DETAIL YPfCAL CL4Z!i.G DETA!L ORAM.G NO.:
1NSWIN•- THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD - Dwc-tAA-ncvr• -cn.
IMPACT RATED GLASS NON-IMPACT GLASS
SHEET 2 or _—J
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ATTiACHMENT DETAIL
ANCHOR ANALYS:-S FOR LOADING CONDITIONS PREPARED. w3 V)3 w31IZo-s m
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST) c v z
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND n c
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ¢rwln
#10 WOOD SCREWS OR 3/16" T.4PCONS. A PHYSICAL I+
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ILU
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE QU'T�jln >
w U)
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND N�_!�
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. �!�mo�^o!Li
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^NNm<
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD �
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
--' ---
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1 1.25" '
OU07<0
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN { _0.25 MIN _0 25"
OF 1-1./2" MINIMUM EMBEDMENT. 1HE TAPCON MUST ACHIEVE SHIM SHIM AM dunIDWMI DATE: 1/5/07
MINIMUM EMBEDMENT OF 1-1/4".
CL—I �— CL—: �— Ceftkafmlb.: NiGoG900_;?; SCALE: N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO r �•' DawBy' �•: Dwc.er: SWS
o/z i;.
TRANSFER LOADS TO STRUCTURE. te cjiK.Br!
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWING NO.:
TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-10160-07
ANCHOR INSTALLATION ANCHOR INSTALLATION
sNEcr 3 OF 3