HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online Page 1 of 4
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F—t`rrr ;,ren;t?rra > Product or Aonhcatlon Search > Aoot:cat!on Lsf. > Application Detail oi��
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FL# FL4904-R5
Application Type Revision
u; �k: Code Version 2010
94
Application Status Approved
*Approved by DCA. Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission If necessary.
Comments
Archived i
Product Manufacturer iMasonite International
Address/Phone/Email 11955 Powis Road
(West Chicago, IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
:sschreiber@masonite.com
Technical Representative
Address/Phone/Email
E
CO
Quality Assurance Representative FILPle6"Y
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
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option.A
Date Submitted 1,0/12/2011 .-
Date Validated 03/18/2012
httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtelulwHNbbiSc... 3/26/2012
Florida Building Code Online
Date Pending FBC Approval
Date Approved
Page 2 of 4
y{
03/26/201 ,' , ``, COPY
summary ur rruuucu
FL IMadel, Number or Name
Description
4904.1
Wood -edge Steel Side -Hinged
6'-8" Opaque I/S and O/S Single Door
Door Units I
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
I
FL4904 R5 C CAC N10061 10.01..rdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +76.0/-76.0
Installation Instructions
Other: Evaluated for use in locations adhering tolthe
11.4904 R'S II f L0128.utif
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads ford
Buildings and Other Structures, does not exceed the
Created by Independent Third Party:
Evaluation Reports
design pressures listed. 3'-0" x 6-8" max nominal Isize.
1-14904 R5 Ai.. .)04A.Ddf
When large missile impact resistance Is required,
Created by Independent Third Party: Yes
hurricane protective system is NOT required. See DWG-
MA-FLO128-05 for details.
4904.2
Wood edge Steel Side-Hlnded
8'-0" Opaque I/S and O/S Single Door
Door Units
t
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 R5 C CAC NIa061].0.02..11,df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +70.0/-70.0
Installation Instructions
! Other: Evaluated for use in locations adhering -to the
FL4904 R`_i 11 FL0129.prf
Florida Building Code including the High Velocity I
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads for I
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 3'-0" x 8'-0" max nominal size.
FL4904 R� tat3 50L3�ydf
When large missile impact resistance is required,
Created by Independent Third Party: Yes
hurricane protective system is NOT required. See DWG-
; MA-FLO129-05 for details.
11
4904.3
Wood -edge Steel Side -Hinged
6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites
Door Units I
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 R5 C: CAC N1006110.01.ur f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +55.0/-55.0
Installation Instructions
Other: Evaluated for use in locations adhering to the
FL4904 RS 11 FLi11128odf
Florida Building Code including the High Velocity I
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads for I
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 12'-0" x 6-8" max nominallsize.
1°1.4904 R5 AF S1l7A.rrJf
When large missile impact resistance is required, '
Created by Independent Third Party: Yes
hurricane protective system is NOT required on opaque
panels, but is required on glazed panels. See DWG-MA-
FL0128-05 for details.
4904.4
Wood -edge Steel Side -Hinged
8'-0" Opaque I/S Door w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certificate
j Approved for use in HVHZ: Yes
FL4904 R5 C (;�C:__h100b110_01,a�f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +45.0/-50.0
Installation Instructions
Other: Evaluated for use in locations adhering to the
FI-4904 R5 11 FL0129.ndf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads for
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 12'-0" x 8'-0" max nominal size.
FL4904 R5 AE_SA� 0117f
When large missile impact resistance is required,
Created by Independent Third Party: Yes
hurricane protective system is NOT required on opaque
panels, but is required on glazed panels. See DWG-MA-
FL0129-05 for details.
4904.5
Wood -edge Steel Side -Hinged
8'-0" Opaque O/S w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 R5 C CAC N1006110.02.rdf
httn://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 3/26/2012
Florida Building Code Online
Page 3 of 4
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +50.0/-45.0 1
Installation Instructions
Other: Evaluated for use in locations adhering to the
FL4904 R5 II FL0129 pdf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads for
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 12'-0" x 8'-0" max nominal size.
FL4904 RS AE 501A.jt
When large missile Impact resistance is required,
Created by Independent Third Party: Yes
} hurricane protective system is NOT required on opaque
panels, but is required on glazed panels. See DWG-MA-
i FLO129-05 for details.
5 4fls . :
W____�' '
WOOd^Co"ge=Steel SidvHinged=•�
6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
i
DoQr�Units' F
Limits of Use
1 Certification Agency Certificate
Approved for use in HVHZ: Yes
I-L,190,1 P.5 C CAC N1006110.03.rulf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Resign Pressure: +50.5/-50.5
Resign
Installation Instructions
Evaluated for use in locations adhering to
the
FL4904 R5 11 11.0130.yif
Florida Building Code including the High Velocity
I
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements
as
Institute,
determined by ASCE 7, Minimum Design Loads for
I
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 12'-0" x 6'-8" max nominal
size.
FL41)04 RS AE .1202A.ndf
W en large missile impact resistance is required,
j
Created by Independent Third Party: Yes
j huL0rricane protective system is required. See DWG-
A-
,
F130-05 for details.
i
4904.7 ::]Wood
-edge Steel Side -Hinged
8'-0" Glazed I/S Door w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 RS C CAC N1006110,04.n&
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +40.0/-45.0 j
Installation Instructions
Other: Evaluated for use in locations adhering to the
FL4904 R5 II f-L0131,,13df
Florida Building Code including the High Velocity I
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads for I
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 12'-0" x 8'-0" max nominal size.
114904 RS AL 501A_Wf
When large missile impact resistance is required, j
Created by Independent Third Party: Yes
hurricane protective system is required. See DWG-MA-
FL0131-05 for details.
4904.8
Wood -edge Steel Side -Hinged
8'-0" Glazed O/S Door w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FI-4904 R5 C CAC N1006110.04.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +45.0/-40.0 I
Installation Instructions
Other: Evaluated for use In locations adhering to the
FI-4904 R5 11 FL0131.1)t1f
Florida Building Code Including the High Velocity ,
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, Minimum Design Loads for
Created by Independent Third Party:
Buildings and Other Structures, does not exceed the
Evaluation Reports
design pressures listed. 12'-0" x 8'-0" max nominal size.
FL4904 R5 AC- 5(,I1A.Ddf
When large missile impact resistance is required,
Created by Independent Third Party: Yes
hurricane protective system is required. See DWG-MA-
1"
FL0131-05 for details. .
11
1� COPY
e ,4
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
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hftn-//vv"mi flnridahui1dinor nro/nr/nr ann rltl_acnx?naram=w(iF.VXnwtDotelulwHNhhlSc--- 3/26/2012
❑A!/Lajr/!•lTIC'`
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES
GFNERAI NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE ANO WHERE ?RESSURE
REQ'J-REMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUI-DINGS AND OTHER STRUCTURES,
DOES NC- EXCEED THE DESIGN PRESSURES LISTED.
2. IIURRICANC PRO-CCTIVC SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAOLE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FB.^..
4. POLYURETHANE CORE FLAME S°READ INDEX OF 50
AND SMOKE JLVLLOPEU INDEX CF 60 PER ASTM E84.
5. PLASTICS cTESTING OF JTE FRAME MATERIAL:
11
SELF IGNITION TEMP
ASTM D1929
740 'F > 650 'F
RATE OF BURNING
ASTM D635
0.77 IN MIN
SMOKE DENSITY
ASTM 02843
-3.4%
TENSILE STRENGTH*
ASTM D638
7.50%, RIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEAIHL4UNG
4500 HOJRS XENON ARC METHOD 1
®® ®® ®®
a '
SI.NGLE DOOR UPJIT DOUBLE DOOR UNIT
TABLE OF CONTENTS
911-11 #
DESCRIPTION
_ 1 _
" 2
TIP ]CAL ELEVATIONS _9c. GENERFL NO -ES
AN^F+ORINC LOCATIONS & DETAILS
3
1ANCHORING LOCATIONS & DETAILS
SINGLE DOOR LINTI
WITH SIOELITE
Izzabom o .-
U
� UJ
Ia9° MAX. OVERALL FRAME MDTh Z
21" MAX - 16.375" MAX. �J
D.L.O. PANEL WIDTH - _ c37.5" MAX. ¢ G7
W/ASTRAGAL I I FRAME WIDTH C
C:
In
� { W '7-
' z �U
I T-
a I g W
I � goo S
0
OC . J
W O W a
omw Nc
fY q ¢
5 3 4O
DOUBLE DOOR UNIT W/S'DELITES
Ad&rdu6 b NAMI
Ce*xatim U.
Reviewed BK r! .' 1 0
DateRevem:'_
ago
SINGLE DOOR UNIT
WITH SIDFLITE
SINGLE DOUR UNIT W/.SIDELITES
i
'JOI1B1c1700R UNIT WL.51DEUTES
DESIGN PRESSJP.E RATING
VIHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE_
CONFIG I MAX WIDTH
INSWING
OUTSWINC
INSWING
CUTSWING
X 37.5
+70 U -70:0
-70.0_/---70 0
-50.0 -45.0
�'.9.0 -19.0
+70.0
XX 74
+45.0 -50:7-
+19.0 , -^19.0
+45.0
OX or XO 1 75
OXO 112.5
+45.0 -500
-•45.0 %"-50.0
+50.0 -45C
+50.0 -45.0
+19.0 -19.0
r 19.0 , -19.0
149
+4oC -SO.0
+5O.O -45.0
+19.0 , -19.0
+45.0 t 45.0
N.T.S.
ezx1.3Y: SW'S
(CURT BALTHAZOR CRAWlt' %0.:
FLORIDA P.E. DWG-NA-:I0129
#56533
6" r SEE DETAL
�J 3" E:,
3"—— 3 I�92.-u^. 3" A —I Y 3" C
iEE DE
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I
1 1
F- 6' —
6' —
6" I
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3" —I 3" �- 3' 3„
SEE DETAIL --i '— 6"
"F„
AWento to NAM
CeRTa2Wa No: o . • c . �f _
Reviexd 9y: � i
Date Rer'ewtd: 's.!
#10 x 2"
#8 x 2-1/2"
#8 x 2-1/2" #10 x 5/8"
#10 x 2"
#8 x 2-1/2" ' ' #10 x 3/4"
0 #10 x 5/8' DETAIL_ ''E ASTRAGAL
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
DETAIL "C" AS SHOWN.
DETAIL,__"D" TYPICAL _
f;� 0.96i
T�
INSWING THRFSH01_D OUTSWING THRESI-OLD
0
V
SEE DETAIL
.C"
ASTRAGAL. RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
° THE THRESHOLD & INTO T--IE
S-RUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
IG (1/6- TEMP. GLASS)
DOW 995� OPTIONAL DECORATIVE INSERT
A-
A_Vu, 5-.EEL OR BUTYL SPACER
1/2' BRE
r_�#6 X :-1/2' PHS
:OW 995/
rxr�loP I�I�ssa
TfFfCAL GLAZtftG DETAIL
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CNK. BY.
SEE DEM-
SEE DETAI
"C" SHT.
SEE D=TA
D" SHT.
J
ATTACHMEN- DETAIL "F SHT. 2
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #625' 4) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS 1.25"
BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN _ 0.25"
THRES-IOLD FASTENERS ANALYZED =OR THIS UNIT INCLUD= ` MAXH
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE P—ACED IN S—IIM SPACE AT EACH ANCHOR CL—
LOCATION. TAPCON EDGE DISTANCE MIN 2— /2".`r°
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD ,AND SILL UNITS. BACK TO TYPICAL MASONRY
BACK JAMS UNITS JOINED WITH ill X 1 /2" LONG ANCHOR INSTALLATICN
CORRUGATED F.ASTERNLRS LOCA'IED 3" FROM EACH END
AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOD f
SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. ,• —3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25"
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMB=R AND ACHEIVEMENT SHMOF 1-1/2" MINIVUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1 —1 /�". CL'II`4. WOOD BUCKS BY OTHERS'MUST BE ANCHOREC PROPERLY TO
TRANSFER LOADS TO S'R.UCIURE.
5. MINMUM DESIGN VALUE. S•RENGIH OF ANCHORS 1/1 LBS. TYPICAL WOOD BUCK
ANCHOR iNST.°.LLAT 0`J
pdde"10NAM
Rere'WEd By.
Date P.evi2We�-
1. KWIKSE.T SERIFS 400 GRADE 3 CYLINDRICAL LATCH ANU
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BF INSTALLED
AT 10-1/2" CENTERLINE.
la. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
Al' 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16)!
SURFACE BOLTS INSTALLED ON LATCH SIDE 0= ACTIVE I
DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM.
2. 4" X 4" FULL MORTISE BUTT HINGES
a Lo
o 00
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U
1D
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z it U
a' F-
LATE' 7/) j/D5
SCALE. N.T.S.
LWc. a�SwS
CHK. Uri
LRAW NG %C.:
nwc—xrA—FLoi2e—os
SH=E' 3 OF 3
ICC-ES Evaluation Report
, www.ice-es.orq 1 (800) 423-6587 1 (562) 699-0543
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 46 33—Plastic Siding
REPORT HOLDER:
KAYCAN LTD.
ONE MEMORIAL DRIVE
RICHFORD, VERMONT 06476
(802) 848-7010
www.kavcan.com
EVALUATION SUBJECT:
KAYCAN PVC SIDING
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2009 International Building Code® (2009 IBC)
■ 2009 International Residential Code® (2009 IRC)
■ 2006 International Building Code® (2006 IBC)
■ 2006 International Residential Code® (2006 IRC)
Properties evaluated:
■ Exterior veneer
■ Wind load resistance
2.0 USES
Kaycan PVC Siding is used as an exterior veneer and as
closure material on the underside of exterior roof eaves
(soffits).
3.0 DESCRIPTION
Kaycan PVC Siding is horizontal and vertical lap siding and
soffits manufactured from rigid polyvinyl chloride (PVC)
conforming to the requirements of ASTM D3679. The
siding is used as an exterior wall covering over solid
sheathing and as soffit. The siding has a plain- or wood -
grain texture and is available in various colors with
matching trim, comers, and starter strips. The panels are a
minimum of 0.040 inch (1 mm) thick. Lengths range from
10 to 12.5 feet (3048 to 3810 mm). Panels are formed with
an upper edge having nail slots and a lower edge that
hooks into the upper edge of the lower course. The siding
is produced in different profiles as described in Table 1 of
this report.
ESR-1495*
Reissued November 1, 2012
This report is subject to. renewal November 1, 2014.
A Subsidiary of the lntemational Code Council®
4.0 INSTALLATION
4.1 General:
Installation of the siding, including the panels, comers,
starter strips, trim and other accessory items, must be in
accordance with the manufacturer's published installation
instructions, the applicable code and this report. In the
event of a conflict between the manufacturer's published
installation instructions and this report, this report must
govem. A copy of the manufacturer's published installation
instructions must be on the jobsite at all times during
installation.
Solid sheathing and a water -resistive barrier must be
provided behind the siding, as required by the applicable
code.
The allowable wind loads are as noted in the prescriptive
requirements of the applicable code. See Section 4.2 for
applications in excess of the prescriptive requirements or
where the applicable code does not provide prescriptive
requirements.
4.2 Wind Resistance:
4.2.1 General: The design wind pressure must be
determined in accordance with the requirements of
Chapter 16 of the IBC or Section R301.2.1.1 of the IRC, as
applicable, and must not exceed 70 psf, subject to the
conditions in Sections 4.2.2 and 4.2.3 of this report. Wind
resistance of soffit panels is outside the scope of this
report.
4.2.2 IBC: For buildings constructed under the
requirements of the IBC, vinyl siding must be installed as
described in IBC Section 1405.14 and Section 4.1 of this
report, over sheathings or materials addressed in IBC
Section 2304.6 that are capable of independently resisting
both positive and negative wind pressures occurring under
design conditions at the building location. The sheathing
must be capable of withstanding. the indicated negative
load, or greater. Positive wind pressures are not
considered for the siding, since the sheathing must be
capable of supporting the imposed loads, including but not
limited to, positive and negative transverse wind pressures.
Should the basic wind speed at the building location
exceed the conditions provided for in IBC Section 1405.14,
installation must be in accordance with Section 4.2.5 of this
report.
4.2.3 IRC: For buildings constructed in accordance with
the 2009 IRC, the sidings must be installed as described in
Sections 4.1 and in accordance with one of the following
0, , 1! - c ItA7
1 ' •,�: *Revised December 2012
ICC-ESEvaluation Reports are nio$ to be construed as representing aesthetics orally other attributes not specifically addresse4,nor are they to be construed MM
as mn endorsement ofthe subject of the report or a recommendation for is use. There is no warranty by ICC Evaluation Service, LLC, express or implie4 as
to any finding or other matter in this report, or as to a% product covered by the report
Copyright O 2012 Page 1 of 3
ESR-1495 I Most Widely Accepted and Trusted Page 2 of 3
For installation over sheathing other than foam plastic
sheathing, in applications where the building's mean
roof height does not exceed 30 feet and the basic wind
speed (3-second gust) is less than 110 mph (49 m/s) in
Exposure B, and does not exceed 90 mph (40 m/s) in
Exposure C or 85 mph (37 m/s) in Exposure D,
sheathing must be as required by Table R703.4 of the
IRC. Should any of these conditions not be met,
installation must be in accordance Section 4.2.5 of this
report.
2. For installation over foam plastic sheathing, the siding
must be installed in accordance with Section R703.11.2
of the 2009 IRC.
4.2.4 Negative Wind Pressures: Allowable negative
wind pressures for siding installed over sheathing materials
not addressed in Sections 4.2.2 or 4.2.3 are outside the
scope of this report.
4.2.6 Applications in Excess of Prescriptive
Requirements: For applications in excess of the
prescriptive requirements, the Kaycan PVC Siding has an
allowable negative wind load of 70 psf (3352 Pa) when
attached to a code -complying, minimum 3/8-inch-thick
(10 mm), structural -rated OSB sheathing. The siding must
be attached with 1 1/2-inch-long (38 mm), 3/a-inch-diameter-
head (10 mm), 1/e-inch-diameter-shank (3 mm), corrosion -
resistant roofing nails spaced 6 inches (152 mm) on
center. The structural sheathing and framing to which the
siding is attached are outside the scope of this report.
5.0 CONDITIONS OF USE
The Kaycan PVC Siding described in this report complies
with, or is a suitable alternative to what is specified in,
those codes listed in Section 1.0 of this report, subject to
the following conditions:
6.1 The siding is limited to installations on buildings of
Type V B (IBC) construction, and to construction
permitted by the IRC, as applicable.
5.2 The exterior walls must be braced or sheathed to
resist racking loads with approved materials in
accordance with of the applicable code.
6.3 The siding must be installed only on exterior walls
over solid sheathing capable of resisting design wind
pressures both positive and negative. The sheathing
must be covered with a water -resistive barrier, as
required by the applicable code.
6.4 The siding is manufactured in Richford, Vermont, and
i Cowansville, Quebec, Canada under a quality control
program with inspections by Architectural Testing Inc.
(AA-676).
16.0 EVIDENCE SUBMITTED
6.1 Manufacturer's published installation instructions.
6.2 Data in accordance with the ICC-ES Acceptance
Criteria for Vinyl Siding (AC37), dated June 2009.
6.3 Quality documentation in accordance with the ICC-ES
Acceptance Criteria for Quality Documentation
(AC10).
.0 IDENTIFICATION
The Kaycan PVC Siding described in this report must be
identified by a stamp bearing the Kaycan Ltd. name and/or
trademark, the product type, the statement "Conforms to
ASTM specification D3679," the name of the inspection
agency (Architectural Testing, Inc.), and the evaluation
report number (ESR-1495).
ESR-1496 I Most Widely Accepted and Trusted Page 3 of 3
TABLE 1—KAYCAN PVC SIDING
MODEL
PROFILE
LENGTH
Board & Batten
Single 7 Inch Vertical
10' - 0"
D-4 Avanti
Double 4 inch Horizontal Dutch Lap
12' - 6"
D-4 Marquis
Double 4 inch Horizontal
12' - 6"
D-5 Contessa
Double 5 inch Horizontal
12' - 0"
D-5 Elegance
Double 5 inch Horizontal Dutch Lap
.12' - 0"
D-5 Vertical
Double 5 inch Vertical
10' - 0"
Lewiston
Double 4.5 inch Horizontal
12' - 0"
Newport
Single 61/2 inch Horizontal
Ocean Park Bevel
Double 4.5 inch Horizontal
12' - 0"
Ocean Park Cove
Double 4.5 inch Horizontal
12' - 0"
Platinum Series D-4
Double 4 inch Horizontal
12' - 6"
Platinum Series D-4 Dutch Lap
Double 4 inch Horizontal Dutch Lap
12' - 6"
Platinum Series T-3
Triple 3 inch Horizontal
12' - 0"
Prova*
Double 4.5 inch Horizontal
12' - 0"
Sierra
Double 4.5 Horizontal
12' - 0"
T-3 Classic
Triple 3 inch Horizontal Dutch Lap
12' - 0"
T-3 Horizontal
Triple 3 inch'Horizontal
12' - 0"
Vented 8"
Double 4 inch Perforated Soffit
12' - 0"
Vented 10"
Double 5 inch Perforated Soffit
12' - 0"
Solid 10"
Double 5 inch Solid Soffit
12- - 0"
Center Vented 12"/Solid 12"
Triple 4 inch Partially Perforated Soffit
12' - 6"
Vented 16"
Quadruple 4 inch Perforated Soffit
12' - 0"
Solid 16"
Quadruple 4 inch Solid Soffit
12' - 0"
For Si: 1 inch = 25.4 mm.
*Product manufactured only at the Richmond, Vermont facility.
IMES Evaluation Report E5R-1495 FBG Supplement
Reissued November 1, 2012
This report is subject to renewal November 1, 2014.
www.icc-es.orq 1 (800) 423-6687 1 (662) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE
Section: 07 46 33—Plastic Siding
REPORT HOLDER:
KAYCAN LTD.
ONE MEMORIAL DRIVE
RICHFORD, VERMONT 05476
(802) 848-7010
www.kaycan.com
EVALUATION SUBJECT:
KAYCAN PVC SIDING
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate, that Kaycan PVC Siding, recognized in ICC-ES master report
ESR-1495, has also been evaluated for compliance with the codes noted below.
Applicable code editions:
■ 2010 Florida Building Code —Building (FBC-B)
■ 2010 Florida Building Code Residential (FBC-R)
2.0 CONCLUSIONS
The Kaycan PVC Siding, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1495, complies with the
FBC-B and the FBC-R, provided the design and installation are in accordance with the International Building Code®
provisions noted in the master report and the following conditidIns apply:
■ Design wind loads must be based on Section 1609 of the FBC-B or Section 301.2.1.1 of the FBC-R, as applicable. When
using Section 1609 of the FBC-B or ASCE 7-10, the wind load calculated is allowed to be multiplied by 0.6 when
comparing to the allowable negative wind load in Section 4.2 of the master report.
■ Prescriptive installation is allowed in buildings constructed to the FBC-B in locations noted in Section 1405.14 of the
FBC-B, and must comply with Section 1405.14.1 of the FBG-B.
■ Prescriptive installation is limited to buildings constructed to the FBC-R in locations where wind pressures do not exceed
50 psf. Prescriptive installation must comply with Section 703.4 of the FBC-R.
■ Installation of horizontal siding profiles over foam sheathing is permitted only under the FBC-R. The allowable wind
pressure shown in Section 4.2 of the master report must be adjusted based on wall assembly construction, in accordance
with Section R703.11.2.2 of the FBC-R.
■ Clearance between exterior wall coverings and final earth'grade must meet the requirements of Section 1403.7 of the
FBC-B and Section R704 of the FBC-R.
For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited
by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report reissued on November 1, 2012.
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed
as an endorsement ofthe subject of the report or a recommendation for its use. There is no'warranry by ICC Evaluation Service, LLC, express or implied as
to ay finding or other matter in this report, or as to airy product covered by the report.
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Copyright O 2012 Page 1 of 1