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1
<br />PRODUCT APPROVAL SPECIFICATION SHEET
<br />�s required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building
<br />:omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your
<br />ocal product supplier should you not know the product approval number for any of the applicable listed products.
<br />Cate/SubcategoryCateoorV/Subcategory
<br />Manufacturer
<br />Product Description
<br />proval Number s
<br />Test Pressures
<br />1. EXTERIOR DOORS
<br />rFL8838-Rl
<br />A. SWINGING
<br />Plastpro Inc./ Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />6184-Rl
<br />+65.0/-65.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />+55.01-55.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL12441
<br />+47.0/-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 420/430
<br />FL12274
<br />+40.01-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Residential WindCode Doors VY5 (8X7)
<br />FL5675-R3
<br />+30.0/-32.0 psf
<br />Clopay Building Products
<br />Residential WindCode Doors VV5 16X7
<br />FL5675-R3
<br />+30.0/-30.0 psf
<br />(used in winds eedsover120mph)
<br />Clopay Building Products
<br />Residential VMndCode DoorsVV6 8X7
<br />FL5675-R3
<br />+37.0/-41.0 psf
<br />(used inwind speedsover 120mph)
<br />CI a BuildingProducts
<br />r
<br />Residential V1FndCOde Doors 1 6X7
<br />FL 5675-R3
<br />+ -
<br />37 .0137.0 psf
<br />Amarr Garage Doors
<br />Model #500 Classica (8x7)
<br />FL5427-R2
<br />+40.1/-47.4 psf
<br />Amarr Garage Doors
<br />Model #500 Classic" 16x7
<br />FL5427-R2
<br />+38.4/-43.7 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (8x7)
<br />FL5302-Rl
<br />+40.11-47.4 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (16x7)
<br />FL5302-Rl
<br />+38.41-43.7 psf
<br />D. OTH ER
<br />2. WINDOWS
<br />A. SINGLE HUNG
<br />General Aluminum Company
<br />Series 155011570
<br />FL14412
<br />+47.2/-50.0 psf
<br />General Aluminum Company
<br />Series 1900/1970
<br />FL12968
<br />+40.0/-40.0 psf
<br />B. HORIZONTAL SLIDER
<br />General Aluminum Company
<br />2800 Series
<br />FL12989
<br />+40.01-40.0 psf
<br />C. FIXED
<br />General Aluminum Company
<br />Series 155011570
<br />FL13199
<br />+40.0/-40.0 psf
<br />General Aluminum Company
<br />Series 1900/1970
<br />FL13199
<br />+40.0/-40.0 psf
<br />D. MULLION
<br />General Aluminum Company
<br />1445, 5347 and 5547 Vertical Mullion
<br />FL8905-Rl
<br />N/A
<br />E. OTHER
<br />3. PANEL WALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+86.5/-86.5 psf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12/16" Vented Soffit
<br />FL12199
<br />+70.0/-70.0 psf
<br />C. OTH ER
<br />4. ROOFING PRODUCTS
<br />A. ASPHALT SHINGLES
<br />Certain Teed Corporation
<br />CT20 (and AR), Landmark 30/40 (and AR),
<br />XT25 and AR), XT30 and AR
<br />FL5444-R2
<br />N/A
<br />B. UNDERLAYMENTS
<br />C. ROOFING FASTENERS
<br />D. ROOF VENTILATORS
<br />Southeastern Metal
<br />Weather Vent
<br />FL11024
<br />N/A
<br />Florida Metal Products, Inc
<br />Vent RV10
<br />FL2075-R4
<br />N/A
<br />E. ROOFING TILES
<br />F. ROOF TILE ADHESIVE
<br />G. OTHER
<br />5. SHUTTERS
<br />A. STORM PANELS
<br />Metal Tech, Inc
<br />Galvanized Steel Storm Panels
<br />FL722-R2
<br />+103.0/-103.0 p sf
<br />Alufab
<br />Galvanized Steel Storm Panels
<br />FL4804-R2
<br />+104.0/-104.0 psf
<br />& STRUCTURAL
<br />COMPONENTS
<br />A. WOOD CONNECTORS/
<br />ANCHORS
<br />Simpson Stroh Tie
<br />see chart
<br />USP Structural Conn.
<br />see chart
<br />B. TRUSS PLATES
<br />MiTek Industries Inc.
<br />Truss Plates
<br />FL2197-R3
<br />N/A
<br />C. ENGINEERED LUMBER
<br />Boise Eng. Wood Prod.
<br />Versa -Lam SP
<br />FL1644-R2
<br />N/A
<br />Boise Eng. Wood Prod.
<br />Wood I -Joists ALLJOIST
<br />FL1645-R2
<br />NIA
<br />D. MATERIAL
<br />FECP Co Cast -Crete
<br />Hi h Streit th Concrete Lintels
<br />FL158-R3
<br />NIA
<br />Wekiwa CP
<br />Pre -cast and Pre -Stressed Lintels
<br />FL1418-R2
<br />N/A
<br />Lott's CP
<br />Lintel
<br />FL12045
<br />NIA
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />FL1774-R2
<br />NIA
<br />Powers Steel, Inc. JPower
<br />Box Lintels
<br />FL6264-Rl
<br />NIA
<br />-
<br />The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of
<br />these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the
<br />performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers
<br />installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated
<br />during inspection.
<br />APPLICANT SIGNATURE
<br />s
<br />DATE
<br />Simpson & USP Cross Over Chart with Florida
<br />Product Approval Numbers
<br />Simpson Produc
<br />Number
<br />Florida Product
<br />Approval
<br />Number
<br />Product Description
<br />USP Product
<br />Number
<br />Florida Product
<br />Approval
<br />Number
<br />A34
<br />FL10446
<br />Framing Anchor
<br />MP34
<br />FL822-Rl
<br />ABU44
<br />FL10849
<br />Adjustable Post Base
<br />PAU44
<br />FL569-R3
<br />CS22
<br />FL10852
<br />Coil Strap Tie
<br />RS300
<br />FL822-Rl
<br />H3
<br />FL10456
<br />Hurricane Tie
<br />H10
<br />FL10456
<br />Hurricane Tie
<br />RT16
<br />FL565-R3
<br />H2.5
<br />FL10456
<br />Hurricane Tie
<br />RT7
<br />ILFTA6
<br />FL565-R3
<br />H6
<br />FL10456
<br />Hurricane Tie
<br />FL820-R2
<br />HCP2
<br />FL10447
<br />Hip Corner Plate Connector
<br />HHCP2
<br />FL817-Rl
<br />HDQ8-SDS3
<br />FL10441
<br />Holddown
<br />UPHD8
<br />FL817-Rl
<br />HETA16
<br />FL11473
<br />Embedded Truss Anchor
<br />HTA16
<br />FL821-Rl
<br />HETA20
<br />FL11473
<br />Embedded Truss Anchor
<br />HTA20
<br />FL821-R1
<br />HGUS210-2
<br />FL11468
<br />Truss Hanger
<br />THDH210-2
<br />FL821-R1
<br />HHETA40
<br />FL11473
<br />Embedded Truss Anchor
<br />HSUR/L410
<br />FL10655
<br />Heavy Skewed U Hanger
<br />HTS16
<br />FL10456
<br />Heavy Truss Strap
<br />HTW16
<br />FL820-R2
<br />HTS20
<br />FL10456
<br />Heavy Truss Strap
<br />HTW20
<br />FL820-R2
<br />HTT16
<br />FL11496
<br />HD/Tension Tie
<br />HTT16
<br />FL821-R1
<br />HTT22
<br />FL11496
<br />HD/Tension Tie
<br />HTT22
<br />FL821-Rl
<br />HUS410
<br />FL10531
<br />Joist Hanger
<br />HUS410
<br />FL821-Rl
<br />HUS412
<br />FL10531
<br />Joist Hanger
<br />HUS412
<br />FL821-Rl
<br />HUSC410
<br />FL10655
<br />Joist Hanger
<br />HUSC412
<br />FL10655
<br />Joist Hanger
<br />ITT
<br />FL10667
<br />TF I -Joist Hanger
<br />THO
<br />FL815-Rl
<br />IUT
<br />FL10531
<br />I -Joist Hanger
<br />THE
<br />FL815-Rl
<br />LGT2
<br />FL11470
<br />Light Girder Tiedown
<br />LUGT2
<br />FL817-Rl
<br />LSSU210-2
<br />FL10447
<br />Slopable/Skewable Hanger
<br />LSSH31
<br />FL816-Rl
<br />LSSU28
<br />FL10447
<br />Slopable/Skewable Hanger
<br />LSTA12
<br />FL10852
<br />Strap Tie
<br />LSTA12
<br />FL816-Rl
<br />LSTA18
<br />FL10852
<br />Strap Tie
<br />LSTA18
<br />FL816-Rl
<br />LSTA30
<br />FL10852
<br />Strap Tie
<br />LSTA30
<br />FL816-Rl
<br />LSTA36
<br />FL10852
<br />Strap Tie
<br />LSTA36
<br />FL816-R1
<br />LTS12
<br />FL10456
<br />Twist Strap
<br />LTW12
<br />FL820-R2
<br />LTS16
<br />FL10456
<br />Twist Strap
<br />LTW16
<br />FL820-R2
<br />LTS18
<br />FL10456
<br />Twist Strap
<br />LTW18
<br />FL820-R2
<br />LTS20
<br />FL10456
<br />Twist Strap
<br />LTW20
<br />FL820-R2
<br />LTT19
<br />FL11496
<br />Tension Tie
<br />LTS19
<br />FL822-Rl
<br />LTT20B
<br />FL11496
<br />Tension Tie
<br />LTS20B
<br />FL822-Rl
<br />LUS26
<br />FL10655
<br />Joist Hanger
<br />JUS26
<br />FL821-Rl
<br />LUS414
<br />FL10655
<br />Joist Hanger
<br />JUS414
<br />FL821-Rl
<br />MBHA3.56/11.88
<br />FL10866
<br />Masonry Beam Hanger
<br />NFM35X1178U
<br />FL578-R2
<br />META22
<br />FL11473
<br />Embedded Truss Anchor
<br />HTA24-18
<br />FL859-Rl
<br />MGT
<br />FL11470
<br />Medium Girder Tiedown
<br />MUGT-15
<br />FL11910
<br />MST48
<br />FL10852
<br />Strap Tie
<br />KST248
<br />FL822-Rl
<br />MST60
<br />FL10852
<br />Strap Tie
<br />KST260
<br />FL822-RI
<br />MSTAM36
<br />FL11473
<br />Strap Tie for Masonry
<br />MTS12
<br />FL10456
<br />Twist Strap
<br />MTW12
<br />FL820 R2
<br />MTS16
<br />FL10456
<br />Twist Strap
<br />MTW16
<br />FL820-R2
<br />MTS18
<br />FL10456
<br />Twist Strap
<br />MTW18
<br />FL820-R2
<br />MTS20
<br />FL10456
<br />Twist Strap
<br />MTW20
<br />FL820-R2
<br />MTS30
<br />FL10456
<br />Twist Strap
<br />MTW30
<br />FL820-R2
<br />Tension Tie
<br />MTS27B
<br />FL822-Rl
<br />PA51
<br />FL11476
<br />Foundation Strap
<br />TA51
<br />FL816-RI
<br />SP1
<br />FL10456
<br />Stud Plate Tie
<br />SPT22
<br />FL817-RI
<br />SP2
<br />FL10456
<br />Stud Plate Tie
<br />SPT24
<br />FL817-Rl
<br />SP4
<br />FL10456
<br />Stud Plate Tie
<br />SPT4
<br />FL821-Rl
<br />U24
<br />FL10655
<br />Face Mount Joist Hanger
<br />ET
<br />FL11506
<br />Epoxy
<br />HD Titen
<br />FL2355-R3
<br />Titen Anchor
<br />717.846-3747 7-ax 717446.OM
<br />H'R Engineering, Inc.
<br />1418 E. Meftt St, Suite B
<br />York, PA 17403
<br />21 January 2009
<br />Nick Thompson, Product Manager- Siding ak Mh[ats
<br />Associated Materials, LLC
<br />3773 State Road
<br />Cuyahoga Falls. Ohio "223
<br />RE: Florida Evaluation, Coventry Vinyl Siding, FRC 2007
<br />Dear Mr. Thompson;
<br />The following .Associated Materials vinyl siding. product, Coventry has been tested and
<br />analyzed in conformance with ASTNI D 3679-05 as required by Florida Building Code
<br />2007, paragraphs 1404.9 and 1405.13, plus Florida Residential Code 2007, paragraph
<br />103 11 Structural testing to ASTM D 5206. as required by ASTM D 3679, was done at
<br />Architectural "testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40,
<br />Testing was done for Afside, Inc.. which is owned by A rr.ciated Materials, LLC.
<br />Coventry vinyl siding is produced in 5 configurations, Doub.e 5", Double 5" Dutchlap,
<br />1 4" le 4" Dut 11 a an thickness le Double c_ 1 p, d Triple 3"; all with a thickness of 0.042" A
<br />strengthening feature of this product is that it has a "rolled edge nail hew", wt;ich fomis a
<br />double thickness at the nail hem edge.
<br />have perforated a combination of rational and compaiative analyses on this ptocuct,
<br />Ir
<br />which includes the mandatory requirenle is of Annex A1.2 1 in ASTM D 3679
<br />lnstallariitn Inust be over 5/&3 minimum nailable sheathing or 1/2" minimum plywood.
<br />Instaltatlon fs3teners must be roofing nail; with 31S" diameter head, 1/8" diameter shank,
<br />and a tnibirinturn length of 1-5/fi". The allowable design wind pressures for all 5
<br />configurations including Double 5", Double. S" Dutchlap, Double 4", Doubic 4"
<br />Uutcttlayp, and Triple 3" are -!-1.7
<br />3 psf for S" stud spacing, -i- I ] 5.3 psf for !2" stud
<br />-spacing. and +•/-86.5 psf for 16" stud spacing. In order to achieve these pressures, all
<br />studs must`have nails it1 tliem and all nails must be in studs.
<br />"he above vattSPs can be ecmpared directly to the required wind loads in Chapter 16 of
<br />the Florida Building Code. I trust that this information is sufficient to- the project needs.
<br />If there are any questions about this report, or if anything additional is required. please
<br />advise me.
<br />Sincerely yours;
<br />Allen N. Reeves, P.E.
<br />Structural Engineer A;NR:anr
<br />Florida License No. 19354 Cc: (390100(15
<br />26
<br />Installing soffit and fascia
<br />Please note: Although vinyl soffifs are manufactured with the same exacting
<br />standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation
<br />as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal
<br />installation of soffits on walls is not recommended and cannot be guaranteed.
<br />Installing trim - Option A
<br />When fascia is applied without exposed nailing.
<br />With open eave: Secure Fchannel to the exterior of the fascia with the top leg
<br />resting against the bottom of the board. Secure F-channel on wall, level with the
<br />F-channel on the fascia.
<br />With dosed eave: Use a J-channel in place of the F-channel at the wall. Secure all
<br />channels every 12' on center, in center of nail slots.
<br />Installing trim - Option B
<br />When soffit only is applied, or when fascia panel is seared to underside
<br />of wood fascia.
<br />With open eave: Secure F-channel to the wall and to the inside of the fascia board,
<br />level with each other. Cut out back of channel to fit around rafters, if needed.
<br />With dosed eave: Substitute Jchannels for the F-channels.
<br />Secure all channels in the center of the nail slots, 12" on center.
<br />lr=,ialling soffit
<br />1 Measure the distance between the inside of the inside and outside trims. Allow
<br />1/4" per side for expansion and cut the panels to length. Insert panels into trims.
<br />For eaves over 18' in width, you will need to install intermediate nailing supports
<br />to keep the soffit from sagging.
<br />2. Interlock panels as you would vertical siding. Closed soffit can be secured every
<br />12' on center.
<br />3. When fascia panel is not being applied, use an F-channel or J-channel at corners
<br />of the overhang to properly finish the installation.
<br />4. When soffits meet at a comer, the joint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel.
<br />rfascia o
<br />gym\
<br />logo
<br />( I - f-dia51W
<br />60f5A nor -
<br />Option A
<br />tasc e
<br />pchamet
<br />l _7
<br />feharud som wl
<br />Option B
<br />07
<br />o
<br />Diagonal trim use
<br />Straight trim use
<br />letemps H-Ownnel
<br />- i
<br />Ut_
<br />KAYCAW
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued November 1, 2008
<br />This report is subject to re-examination in two years.
<br />wwiNjec-es.0ra 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council"
<br />DIVISION: 07-THERMAL AND MOISTURE PROTECTION
<br />4.0 INSTALLATION
<br />Section: 07460- Siding
<br />4.1 General:
<br />REPORT HOLDER:
<br />Installation of the siding, including the panels, comers, starter
<br />strips, trim and other accessory items, shall be in accordance
<br />KAYCAN LTD.
<br />with the manufacturer's published installation instructions, the
<br />ONE MEMORIAL DRIVE
<br />applicable code and this report. In the event of a conflict
<br />RICHFORD, VERMONT 05476
<br />between the manufacturer's published installation instructions
<br />(802) 848-7010
<br />and this report, this report shall govern. A copy of the
<br />www.kayean.com
<br />manufacturer's published installation instructions shall be on
<br />the jobsite at all times during installation.
<br />EVALUATION SUBJECT:
<br />Solid sheathing and a water -resistive barrier shall be
<br />provided behind the siding, as required by the applicable
<br />KAYCAN PVC SIDING
<br />We.
<br />The allowable wind loads are as noted in the prescriptive
<br />1.0 EVALUATION SCOPE
<br />requirements of the applicable code. See Section 4.2 for
<br />Compliance with the following codes:
<br />applications in excess of the prescriptive requirements or
<br />where the applicable code does not provide prescriptive
<br />• 2006 International Building Codes (IBC)
<br />requirements.
<br />is 2006International Residential Coda® (IRC)
<br />4.2 Wind Resistace7
<br />is 1997 Uniform Building Code'"" (UBC)
<br />Design wind pressures mast be determined in accordance
<br />with Chapter 113 cf the IBC, SBC, UBC or BNBC or Section
<br />■ BOCAs National Building Code/1999 (BNBC)
<br />301.2.1.1 of lhs IRC. In areaswhere he basic wind speed (3-
<br />0 1999 Standard Building Code° (SBC)
<br />second gust do not exceed 10) mph (45 m/s) [80 miles per
<br />hour (36 note) (fastest mile) under the UBC), and the building
<br />Properties evaluated:
<br />P
<br />height is less than or equal to 40 feet 1 9
<br />g 212mm in
<br />Exposure C areas installation mu comply with the
<br />is Exterior veneer
<br />prescriptive requirements of IBC Seon 1405.13, BNBC
<br />Section
<br />■ Wind resistance
<br />Section 1406.3.3, SBC Section 1403.9 or UBC Section 1405,
<br />as applicable.
<br />2.0 USES
<br />In jurisdictions enforcing the IRC, installation much comply
<br />Kaycan PVC Siding is used as an exterior veneer and as
<br />with the prescriptive requirements of IRC Section R703.4 for
<br />closure material on the underside of exterior root eaves
<br />areas where the basic wind speed (3-second gust) is less than
<br />(soffits).
<br />110 mph (49 mis) in Exposure B, and does not exceed 90
<br />mph (40 mis) in Exposure C or 85 mph (37 Ms) in Exposure
<br />3.0 DESCRIPTION
<br />D. For applications in excess ofthe prescriptive requirements.
<br />Kaycan PVC Siding is horizontal and vertical lap siding and
<br />the design must be in accordance with IRC Section
<br />soffits manufactured from rigid polyvinyl chloride (PVC)
<br />R301.2.1,1.
<br />conforming to the requirements of ASTM D 3679. The siding
<br />For applications in excess of the prescriptive requirements,
<br />is used as an exterior wall covering over solid sheathing and
<br />the Kaycan PVC Siding has an allowable negative wind load
<br />as soffit. The siding has a plain- or wood -grain texture and is
<br />of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC1 when
<br />available in various colors with matching trim, comers, and
<br />attached to a code -complying, minimum a/a inch -thick (10
<br />starter strips. The panels are a minimum of 0.040 inch (1 mm)
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm).
<br />attached with 1'/,-inch-long (38 mm), % inch -diameter -head
<br />Panels are formed with an upper edge having nail slots and a
<br />(10 fom).'/a Inch -diameter -shank (3 mm). corrosion -resistant
<br />loweredge, that hooks into the upper edge ofthelower course.
<br />routing nails spaced 6 inches (152 mm) on center. The
<br />The siding is produced in different profiles as described In
<br />structural sheathing and framing to which the siding is
<br />Table 1 of this report.
<br />attached are outside the scope of this report.
<br />ICC-BS Evnbmrion Aepnrrs mr rid robe co,uhned its reparnrb,g nesrbdks or my other mniborex rid lrm((r add'eu.l nor ore thee ro 6r murdvxr
<br />ddomemmt of Me mbjerl ofrhe report a n remmnmrdnia fair it. rue. There a on. 1n by ICC E.wh,nl a Service, Ix.. ecpas w-plied( m
<br />ro onyfmh.x a odmr money b, rhu rermrr, a •s ro anrvrod.1 cm-rrd by de depae MEOW
<br />_�
<br />Copynght 02108 Page 1 of 2
<br />7`7-846-3747 Fax 717-846-0355
<br />HFt Engineering, Inc.
<br />1418 E. Market St.. Suite 8
<br />York, PA 17403
<br />22 January 2009
<br />Ted Benndn, P.F:.. Adaainistrator.
<br />Florida Building Code Commission
<br />Ted Berman and associates, LLC.
<br />Y15, 41s' Stroot. Suite 104
<br />Miami Beach, Florida 33140
<br />RE: Certification of independence
<br />Deer Mi. Berman;
<br />In conformance with Rule 913-72.110, F.A.C. "Criteria for Certification of
<br />Independence". I offer file follohk ing. I am a tegistered professional engineer in the state
<br />cf Florida with license numoe- 19354. I Work in a two person consulting structural
<br />engineering firm, "IIR Engineering. Inc,". of which I am the majority owner.
<br />]n my work performing an evaluation, 1 do not have, nor will I acquire, a financial
<br />interest is any company manufacturing 2r distributing products for which the reports are
<br />tieing issued.
<br />In ❑ry work performing an evaluation, I do not have, nor will I acquire, a financisl
<br />Interest :n any other entity involved in the approval process of the; prod, uct.
<br />trustiliat this it, _u tit to (tu he Florida rid• a Building Code ode Cornmission's reyuirerrents. If
<br />there are any questions about this certification of independence, or if anything additional
<br />is r'Ijulrcd. please advise me..
<br />Sincerely yours
<br />i-IR Eneineerim, file.
<br />Allen N. Reeves, P.E.
<br />Chief Engineer
<br />ANR:anr
<br />Cc: Associated Matey;ais, LLC
<br />09010005
<br />Installing soffit and fascia
<br />Installing fascia
<br />1. Install an undersill trim at the top of the fascia board.
<br />2. Measure distance from the bottom of the F-channel to the top of the undersill trim,
<br />and then subtract 1/4' for clearance. Cut panel to width.
<br />3. Perforate the cut edge using snap -lock punch approximately every 8', ensuring the
<br />'tabs' face outward.
<br />4. Hook the leg of the fascia panel over the Fchannel, and snap the tabs into the
<br />undersill trim. If soffit is not being installed, took the fascia directly over the
<br />fascia board.
<br />An alternative to snap -lock punch attachment is to slide the top of the fascia behind
<br />metal drip -edge.
<br />Overlapping fascia
<br />1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving
<br />a 1 1/2'tab to be inserted into overlapping panel.
<br />2. Overlap 3/4" (half the distance of the notch).
<br />I
<br />torso VT F-channel
<br />Fascia installation
<br />notch
<br />Fascia overlapping
<br />Capping fascia
<br />�-
<br />To make corner caps, cut apiece of vinyl fascia that is 51/7' long.
<br />;l:
<br />1. Mark the vertical centerline on the back of the piece.ix
<br />'
<br />2. Cut a 90' section of the bottom flange from the center, leaving a
<br />45' angle on either side.
<br />3. Use a hand seamer or metal straightedge to fold fascia piece
<br />along vertical centedine to make a right-angled corner.
<br />4. Using
<br />a snap4ock punch, make
<br />r.
<br />t
<br />tabs just below the top edge of the
<br />r
<br />comer cap, making sure that tabs
<br />face outward. Install caner cap by
<br />- l
<br />locking the bottom over the existing
<br />I`
<br />mt
<br />--
<br />Fchannel and snapping the top
<br />Fascia capping
<br />edge into the undersill trim. ,
<br />KAYCAN"
<br />ESR-1495 I Most N4dely Accepted and Trusted
<br />Wind resistance of the soffit panels is outside the scope of
<br />this report.
<br />5.0 CONDITIONS OF USE
<br />The Kaycan PVC Siding described in this report complies with,
<br />or is a suitable alternative to what is specified in, those codes
<br />listed in Section 1.0 of this report, subject to the following
<br />conditions:
<br />5.1 The siding is limited to installations on buildings of Type
<br />V-B (IBC), Type 5B (BNBC), Type VI (SBC), and Type
<br />WIN (UBC) construction, and to construction permitted
<br />by the IRC, as applicable.
<br />5.2 The exterior walls shall be braced or sheathed to resist
<br />racking loads with approved materials in accordance
<br />with of the applicable code.
<br />5.3 The siding shall be installed only on exterior walls over
<br />solid sheathing capable of resisting design wind
<br />pressures both positive and negative. The sheathing
<br />shall be covered with a water -resistive barrier, as
<br />required by the applicable code.
<br />Page 2 of 2
<br />5.4 The siding is manufactured in Richford, Vermont, under
<br />a quality control program with inspections by
<br />Architectural Testing Inc. (AA-676).
<br />6.0 EVIDENCE SUBMITTED
<br />6.1 Manufacturer's published installation instructions.
<br />6.2 Data in accordance with the ICC-ES Evaluation
<br />Guideline for Vinyl Siding (AC37), dated October 2008.
<br />6.3 Quality documentation in accordance with the
<br />Acceptance Criteria for Quality Documentation (AC10).
<br />7.0 IDENTIFICATION
<br />The Kaycan PVC Siding described in this report shall be
<br />identified by a stamp bearing the Kaycan Ltd. name and/or
<br />trademark, the product type, the statement "Conforms to
<br />ASTM specification D 3679," the statement "Conforms to UBC
<br />Standard 14-2", the name of the inspection agency
<br />(Architectural Testing, Inc.), and the evaluation report number
<br />(ESR-1495).
<br />TABLE 1-KAYCAN PVC SIDING
<br />MODEL
<br />PROFILE
<br />LENGTH
<br />Board & Batten
<br />Single 7 inch Vertical
<br />1o'- G.
<br />D-4 Avantl
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />D4 Marquis
<br />Double 4 inch Horizontal
<br />12'- 6"
<br />D-5 Contessa
<br />Double 5 inch Horizontal
<br />12' - 0'
<br />D-5 Elegance
<br />Double 5 inch Horizonlal Dutch Lap
<br />12'- 0"
<br />D-5 Vertical
<br />Double 5 inch Vertical
<br />10• _ 0`
<br />Lewiston
<br />Double 4.5 inch Horizontal
<br />/T - 0"
<br />Newport
<br />Single 611, Inch Horizontal
<br />10, _ 0"
<br />Ocean Park Bevel
<br />Double 4.5 inch Horizontal
<br />12'- 0•
<br />Ocean Park Cove
<br />Double 4.5 inch Horizontal
<br />12'- 0'
<br />PI atMum Seder D-4
<br />Double 4 inch
<br />tic Horizontal
<br />12'- 6"
<br />Plellnum Series 0.4 Dutch Lap
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6'
<br />Platinum Series T-3
<br />Triple 3 inch Horizontal
<br />12'- 0"
<br />Prova
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Sierra
<br />Double 4.5 Horizontal
<br />12'- 0'
<br />T-3 Classic
<br />Triple 3 inch Horizontal Dutch Lap
<br />12'- 0-
<br />T-3 Horizontal
<br />Triple 3 inch Horizontal
<br />12'- 0"
<br />Vented E"
<br />Double 4 inch Perforated Soffit
<br />12'- 0"
<br />Vented 10"
<br />Double 5 inch Perforated Soffit
<br />17 - 0"
<br />Solid 10"
<br />Double 5 inch Solid Soffit
<br />12' - o"
<br />Center Vented 12"/S011d 12"
<br />Triple 4 inch Partially Perforated Soft
<br />17 - 6"
<br />Vented 16"
<br />Quadruple 4 inch Perforated Soffit
<br />12'- 0"
<br />Solid 16"
<br />Quadruple 4 inch Solid Soffit it1T
<br />- 0'
<br />ICC EVALUATION SERVICE, INC.
<br />Evaluate s Inform s Protect
<br />Lw A.II&I B-i-iRe{ional Office • 5360 Workman Mill RI J • Whacm. CA 90601
<br />(562) 699.0543 plume • (562) 695.4694 to.
<br />Certification of Independence for Evaluation
<br />ICC Evaluation Service, Inc.
<br />(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire,
<br />a financial interest in any company manufacturing or distributing products for which
<br />evaluations are issued.
<br />(2) [CC Evaluation Service, Inc., is not owned, operated or controlled by any company
<br />manufacturing or distributing products it evaluates.
<br />(3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
<br />company manufacturing or distributing products for which reports are being issued.
<br />(4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
<br />other entity Involved in the approval process of the product.
<br />n Nosm - President
<br />ICC Evaluation Service, Inc.
<br />1w,vwA,{caul Omee • 57ri0 W.,raman M 11 AaaJ. WM1rtte, GIlwn a W601 • i5421 6994511
<br />www.iee-Cs.oR Retb.al Orr,, • goo Mo 1.1E R_L S, , A. amun{h- AI,Mm, 15211 • (205) 5".94100
<br />R,elon,l cake • 4051 Wert Fkw fend. C.,, clop Hiw. lnn,•u e0473 • k709) M-1305
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<br />SHEET NO.
<br />PA 1.0
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