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Product Aooroval Menu>Product or ADDlication Search>Aoolication List>Application Detail
'a FL# FL8228-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschrelber@masonite.com
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 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
V.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
h4://www.floridabuilding.o.rg/pr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPV3Tq... 7/1/2015
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBG Approval
Date Approved 05/04/2015
Summary of Products
FL# Model,Number or Name Description
8228.1 Fiberglass Side-Minged Door Unit 6'-8"Opaque I/S and 0/S Single Door
Umits of use Certification Agency Certificate
Approved for use In HVHZ:Yes FL8228 R7 C QAC NI406900 01 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 FL8228 R7 II FL0160Dx.odf
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.pdf
required in HVHZ,but not required in the Wind Bome Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO160-07 for additional Information.
8228.2 i Fiberglass Side-Hinged Door Unit 8'-0'Opaque I/S and O/S Single Door
Umits 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 FL8228 R7 11 FL0161Dx.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.3'-0'x Evaluation Reports
8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 503A odf
required In HVHZ,but not required In the Wind Bome 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
Umits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.01.1)
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 II FL0160Dx.0
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 V-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.pdf
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
Sldeiltes
Umits of use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.1)df
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 FL8228 R7 II FL0160Dx.pdf
�f 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
Sidelites
Umits 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 FL8228 R7 II FL0161 Dx.odf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
http:t/www.floridabuilding.orglprlpr app dtl.aspx?pazam=wGEVXQwtDquftCw�3Tq.,. 7/1/2015
NOTICE OF PRODUCT CERTIFICATION
r- 1, Company: Masonite International Corporation Certification No.: N1006900.01
" 1955 Powis Road Certification Date: 0 111 4/2 00 7
West.Chicago, IL 601.8.5 Expiration Date: 1.2/3`.1/20:1.4
Revision Date: 09/27/2031
Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites(w/Wood
l Frame unless noted)
Specifications Tested To: TAS 202-94/ASTM E330/ASTM E18861EI996
Impact Rating: Wind Zone 4-Missile Level D
The"N'otice of Product Certification" is only.valid if the NAM'I 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 certificationcriteria has been satisfied. This product has been approved for listing Within.
NAM3.'s.Certified Product Listing at wwwAamieertificationxorn. NAMT's Certification Pro .ram is accredited by The American National Standards Institute ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
owswing Opaque Size Pressure Pressure Rated Comments
X US ! Opaque 3`'0"x.6: +85/-85 2.86 psf Yes �c`I'L-3I0 zt,=
Ma�cimum Panel Size 3'0..x 6`8"
Single I Anchor Detail-MA41.0160-07
X O/S Opaque 3'0"x 6'8" +85/-85 10..E psf Yes NCTL210-3358-1/CILA-772W
Single Maximum Panel Size:3'0"x'6W'
Anchor D)ctail MA FLQ160-07
1 XX US Opaque 6'0:'x 6'8" +50.5/-50.5 2.86 psf Yes Ncrl 210-3105-11210 33141A C t LA-772W-2
Double 1vlaximum Panel Sue:3'0 0 x 6$'Aidelitc-3' x 6'8"
Anchor DeLa11-1�1A -FLO166-07
XX. O/S Opaque 6'0"x 678" +55/-50.5 6.00 psf Yes Ncrt.=z10-310 1/210�31� I;�C11 A=i7yR 2
1 Double 8.25,psff Mimimum Panel Size 3'U X 6 8 iSid.elite 3'0"x 6'8"
Anchor Detail�WIA n.6160 07
XO/OX US Opaque Door 6'0"x 6W, +50.5/-50.5 2;86 psf
Door-Yes CTL-210 310 tn,to 331a iA c-r[n-7rur 2;
. M 'mamPanelSue: ess' tsc 30 Y6=8"
Singlew/Sidelite Glazed.SDdelt6 Sidelite-No Anchor Uctail.%tACL,0f.60-07
XO/OX 0/5 Opaque Door 6'0"x 6'8?' +551-50.5 6.00 psf. I Dior=Yes NerL-z1o,3105 l$�10 3314 1A CTLc1-7n�+ 2
Maximum Panel Sine 30 �6 8�/$ideltte;3'0''x G'8"
SDngle w/Sidelites Glazed:Sidelite 8.25"psf" Sidelite-No Anchor Deta;1 14A F ol6o-07
OXO US Opaque Door 9'0"x 6'8" -'.-50.5/-50.5 2.86 psf' I Door-Yes T�DTI.-21'0=3105-1/210»I F LA CTl 1-7724V'=2
titaYimum Panel Size-3'0 x 6 8 i.S.idelitc:3"0 x 6'8''
Single wl5idelites ClazedSldelt es I Sidelites=No , gachorlktail.Mr1-t'LG160-07
ONO O/S Opaque Door 9'0 X 6'8" +551-50.5 6 0b psf Door-Yes ticrl--210=3roit210 33141A:CI�A,"72kti-2
8 25: Sf Maximum Panel Size:3'0 r 6 8151ddile•3''0 x 6'8"
Single w/Sidelites Glazed Sidelites ( R Sidelites-No Anchor lhtail MA-1 LA 16'0-'07
OXXO 1113 u
O a e Doors. 12'4''x 6`8" +5.0.5/-50.5 2,86 psf Doors Yes Nc;�1.z10-3105 lnlo-1114 A CTLA-M
P Maximum Panel Sue•3°0' K 6 8'.JSidehtc;3'0'x 6'$"
-Double:w/S,ide.li.tes Glazed Stdelttes Sidelites-No
Anchor Detail-MA FL016"7
OXXO O/S Opaque Doors 12444x 6"8' +551-50.5 6.0'&0sf Doors-Yes NEIL-210-3105 10-'103314 IACTLA-772W-2
1' 8.23" 5f1 Maximum Panel Stn.3'0-' e 6 8','SideliW 3'0"x 6'8"
Double..w.Sidelites. Glaze Sidelites P S1de11tes-No Anchor belail-MA kb.16o-07
*Denotes High Dam Threshold Design
National.Accreditation& Management Institute;.Inc./4794 George.Washington Memorial Highway/Hayes,V'-,--2_1372
Tel: (804)684.5124,'Fax: (804)684-5123 i
NAMI AUTHORIZED.SIGNATURE: /f
Ln
149'MAX. OVERALL FRAME WIDTH -
¢
-' �zya�2z e" o c O
SIDE-HINGED FIBERGLASS DOOR UNIT 21„ Max D.L.O. PANEL" MAX. ¢
- PANEL WIDTH 37.5" MAX. ¢ O
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH o
GENERAL NOTES ¢ c O
1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® ® ® ccC
THE FLORIDA BUILDING CODE AND WHERE PRESSURE W O¢
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z 0-C)
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. W U-)U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), o ~ In
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. r 0);.-
C)
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, (n
^
Lli
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), ~E Q C) _
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE :Aw
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON-IMPACT GLASS. w w
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 715 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING: o $a$ o
TEST DESCRIPTION DESIGNATION RESULT a o O y Q i
SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F `^.8z
RATE OF BURNING ASTM 0635 0.56 IN MIN
SMOKE DENSITY ASTM D2843 53.4%
TENSILE STRENGTH- ASTM D638 3.2% DIFF s
0
6. PLASTICS TESTING OF LITE FRAME MATERIAL: o�
TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT W/SIDELlTES a a
SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN LLb N N }
SMOKE DENSITY ASTM D2843 p.,�r `L vic3n vii in m
TENSILE STRENGTH- ASTM O638 -7.50% DIFF wWimfM&Z_N(O 0 br/0O-r'/
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Z i�
4500 HOURS XENON ARC METHOD 1 �A 9/; /,, I 0
7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13Lu L)
�Q 0-
® ® ® 13 13 13 130 ® ® ISI 1313�1'I�I� 13 13 1313 U a cn w� 0
0
Ir 1 0 Do 00
00 1,1100 1 Ll
• • •no , IOUDO • O 00 N O
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE OR UNIT W/SIDELlTES DOUG DOOR NIT WISIDELITES
WITH SIDELITE WITH SIDELITE 1-11
c:m¢0
WHERE WATER INFILTRATION PERFORMANCE IS a1 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG _ MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- � �,L•� smr: N.T.S.
SHEET // DESCRIPTION X 37.5 +85.0 -85.0 +85.0 -85.0 +19.0 -19.0 +70.0 -70.0 +70.0W71. (3t/'�/ DWG.BY: SINS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -a0.0 +55.02 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 CHK.BY:
3ANCHORING LOCATIONS do DETAILS OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 KURT BALTHAZOR oAAwwc r:o.:
OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. 1=7,0160-07
High Dom Threshold Design §56533
SHEET 7 or 3
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CL. Co
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6" SEE DETAIL �„ 6"
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6 SEE DETAIL —6" ---III bW�A9 ,�uTIn tr.}
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F.. I oa" i TIn�u7 {
Cati�Eon ND.'. nrt a o a l'LI I
#8 x 2-1/2" Dal: ,o/z��/�, Il IW F
N
-'
ASTRAGAL RETAINER BOLT HOLE Ig a Ofm In
MUST BE DRILLED THROUGH u CL vfi o 0
#10 x 2" THE THRESHOLD & INTO THE Jw
#8 x 2-1/2 DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH o LA a
z4 In
#10 x 5/8" FOR A 1.375' THROW =� m
#8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o m nI
o e
#10 x 5/8" AS SHOWN. I�„7
❑
#10 x 3/4” n N N rn1�1
0.124"ANNEALED DECORATIVE INSERT d.l
#1 0 x 2" 0.090'SAFLEX IIID (OPTIONAL) DOW 832
FRAME / DOOR 0.124 ANNEALED 0124'TEMP. \
DETAIL "D" B6 X 7-7/2 PHS
DETAIL "C" f// o m al`s
TYPICAL I
/ DATE: 7/5/07
DOW 832 �•':' DOW 832 'r-v,:
;fit . SCALE: NS.
7.3751 0.962"{ 7.75" oow 832 .T.
{ fj Y INTFRIQ$ XTFRIOR ~ IN I CNN.BY:
TYPICAL GLAZING DETAILTYPICAL GLAZING DETAIL DRAwNe No.: �
INSWIN- THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD DWG-IAA-F.01(J�C7'
IMPACT RATED RATED GESS NON-IMPACT GLASS J
SHEEY 2 OF .i
SEE DETAIL 6"—
6" �
cl- 00
"E" SHT. 2 —3" 3' 3" c
—L 3' 6..— I 3..� L31 p Q�
I—s 6'—� 6 I I I I I I I I I I p J
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a SEE DETAIL Y � to U
"D" SHT. 2 V) Lo
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SEE DETAIL w w
"C" SHT. 2Ln 0
w 8
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3" �1 3' —
SEE DETAIL 6' 6" c� •o o dZ
"F" SHT. 2
ATTACHMENT DETAIL N��rn}
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, N V N N m
SIGNED AND SEALED BY LUIS R. LOMAS, PE xG1
(FLORIDA #62514) WITH THE LOWEST (LEAST) o so
FASTENER RATING FROM THE DIFFERENT FASTENERS a w
BEING CONSIDERED FOR USE. JAMB, HEAD, AND wpm
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE g-wo
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL UdNO z
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR � rw- o
LOCATION. TAPCON EDGE DISTANCE- MIN 2-5/8". HARDWARE SCHEDULE a��o N
2j
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o _
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. o o w
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. 1`a N,o
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 1.50"— 1.25 o
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.25" MIN I " x _0.25"
Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM Adb-dumfoWNI DATE: 1/5/07
MINIMUM EMBEDMENT OF 1-1/4".
CL—� I— fv CL—I I— CaftafmNo: N16 LQoo_rZi sDAae: N.T.S.
4. WOOD BUCKS. BY OTHERS MUST BE ANCHORED PROPERLY TO +"�° •' R By. �''' DwG.en SWS
TRANSFER LOADS TO STRUCTURE. ' - /z�l i
CNN.By:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWNG NO.:
TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FL0160-07
ANCHOR INSTALLATION ANCHOR INSTALLATION
sNEn DF