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PRODUCT APPROVAL SPECIFICATION SHEET
<br />ts required by Florida Statute 553.842 and Florida Administrative Code 911-72, 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 />Dcal product supplier should you not know the product approval number for any of the applicable listed products.
<br />CategoryfSubcategory
<br />Manufacturer
<br />Product Description
<br />Approval Number(s)
<br />Test Pressures
<br />1. EXTERIOR DOORS
<br />A. SV\ANGING
<br />Plastpro Inc./ Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />FL6184-Rl
<br />+65.01-65.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL8838-Rl
<br />+55.01-55.0 psf
<br />ThermaTrut
<br />Smooth StariFiber-Classic
<br />FL12441
<br />+47.01-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 4201430
<br />FL12274
<br />+40.0/-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Resi d enti al VMndCode Doors M (8X7)
<br />FL5675-R3
<br />+30.01-32.0 psf
<br />Clopay Building Products
<br />Resi d enti al VAndCode Doors W5 (16X7)
<br />FL5675-R3
<br />+30.01-30.0 psf
<br />(used in wind speeds over �20 mp�7)
<br />Clopay Building Products
<br />Resi d enti al V'AndCode Doors M (8X7)
<br />FL5675-R3
<br />+37.01-41.0 psf
<br />(uueu in wind 3peeds over 120 mp�i)
<br />Clopay Building Products
<br />Resi d enti al VAndCode Doors W6 (16X7)
<br />FL5675-R3
<br />+37.01-37.0 psf
<br />Amarr Garage Doors
<br />Model #500 Classica (8x7)
<br />FL5427-R2
<br />+ 40.11-47.4 p sf
<br />Amarr Garage Doors
<br />Model #500 Classica (16x7)
<br />FL5427-R2
<br />+38.41-43.7 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (8x7)
<br />FL5302-Rl
<br />+ 40.11-47.4 p sf
<br />Amarr Garage Doors
<br />Model #600 Stratford (1 6x7)
<br />FL5302-Rl
<br />+ 38.41-43.7 p sf
<br />D. OTHER
<br />2. VWNDOWS
<br />A. SINGLE HUNG
<br />General Aluminum Company
<br />Series 155011570
<br />FL14412
<br />+47.21-R.0 psf
<br />General Aluminum Company
<br />Series 190011970
<br />FL12968
<br />+ 40.01-40. 0 p sf
<br />B_ HORIZONTAL SLIDER
<br />General Aluminum Company
<br />2800 Series
<br />FL12989
<br />+ 40.01-40. 0 p sf
<br />C. FIXED
<br />General Aluminum Company
<br />Series 155011570
<br />FL13199
<br />+ 40.0/40. 0 p sf
<br />General Aluminum Company
<br />Series 1900/1970
<br />FL13199
<br />+ 40.01-40. 0 p sf
<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. PAN EL WALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+ 86.5f-86.5 p sf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12"116" Vented Soffit
<br />FL12199
<br />+70.0/-70.0 psf
<br />C. OTHER
<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 />NIA
<br />B. UNDERLAYMENTS
<br />C. ROOFING FASTENERS
<br />D. ROOF VENTILATORS
<br />Southeastern Metal
<br />Weather Vent
<br />FL1 1024
<br />NIA
<br />Florida Metal Products, Inc
<br />Vent RV10
<br />FL2075-R4
<br />NIA
<br />E_ ROOFING TILES
<br />F. ROOF TILE ADHESIVE
<br />G, OTHER
<br />S. SHUTTERS
<br />A. STORM PANELS
<br />Metal Tech, Inc
<br />Galvanized Steel Storm Panels
<br />FL722-R2
<br />+103.0/-10:3.0 pi
<br />Alufab
<br />Galvanized Steel Storm Panels
<br />FL4804-R2
<br />+ 104.01-104. 0 p sf
<br />6. STRUCTURAL
<br />COMPONENTS
<br />A. WOOD CONNECTORS/
<br />ANCHORS
<br />Simpson Strong -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 />NIA
<br />C. ENGINEERED LUMBER
<br />Boise Eng. Wood Prod.
<br />Versa -Lam SP
<br />FL1 644-R2
<br />NiA
<br />Boise Eng. Wood Prod.
<br />Wood I -Joists ALLJOIST
<br />FL1645-R2
<br />NIA
<br />D. MATERIAL
<br />FECP Corp. (Cast -Crete)
<br />Hiah Strencith Concrete Lintels
<br />FL158-R3
<br />NIA
<br />Wekiwa CP
<br />Pre -cast and Pre -Stressed Lintels
<br />FL1418-R2
<br />NIA
<br />Lott's CP
<br />Lintel
<br />FL1 2045
<br />NIA
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />FL.1774-R2
<br />NIA
<br />Powers Steel, Inc.
<br />Power Box Lintels
<br />FI-6264-Rl
<br />NiA
<br />The products I isted 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 />P
<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 />DATE
<br />FSimpson & USP Cross Over Chart with Florida
<br />&I rr Product Approval Numbers
<br />Simpson Produ
<br />Number
<br />I
<br />Florida Product
<br />Approval
<br />Number
<br />Product Description
<br />I
<br />LISP Product
<br />Number
<br />IMP34
<br />Florida Product
<br />Approval
<br />Number
<br />IFL822-Rl
<br />A34
<br />FL1 0446
<br />Framing Anchor
<br />ABU44
<br />FL1 0849
<br />Adjustable Post Base
<br />PAU44
<br />FL569-R3
<br />CS22
<br />FL1 0852
<br />Coil Strap Tie
<br />RS300
<br />FL822-Rl
<br />H3
<br />FL1 0456
<br />Hurricane Tie
<br />H10
<br />FL1 0456
<br />Hurricane Tie
<br />RT16
<br />FL565-R3
<br />H2.5
<br />FL1 0456
<br />Hurricane Tie
<br />RT7
<br />FL565-R3
<br />H6
<br />FL10456
<br />Hurricane Tie
<br />LFTA6
<br />FL820-R2
<br />HCP2
<br />FL1 0447
<br />Hip Corner Plate Connector
<br />HHCP2
<br />FL817-Rl
<br />HDQ8-SDS3
<br />FL1 0441
<br />Holddown
<br />UPHD8
<br />FL817-Rl
<br />HETAII 6
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA1 6
<br />FL821-Rl
<br />HETA20
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA20
<br />FL821-Rl
<br />HGUS210-2
<br />FL1 1468
<br />Truss Hanger
<br />THDH210-2
<br />FL821-Rl
<br />HHETA40
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HSU R/L41 0
<br />FL10655
<br />Heavy Skewed U Hanger
<br />HTS16
<br />FL10456
<br />Heavy Truss Strap
<br />HTW1 6
<br />FL820-R2
<br />HTS20
<br />FL10456
<br />Heavy Truss Strap
<br />HTW20
<br />FL820-R2
<br />HTT16
<br />FL1 1496
<br />HDITension Tie
<br />HTT16
<br />FL821-Rl
<br />HTT22
<br />FLI 1496
<br />HDITension Tie
<br />HTT22
<br />FL821-Rl
<br />HUS410
<br />FL1 0531
<br />Joist Hanger
<br />HUS41 0
<br />FL821-Rl
<br />HUS412
<br />FL1 0531
<br />Joist Hanger
<br />HUS412
<br />FL821-Rl
<br />HUSC410
<br />FL1 0655
<br />Joist Hanger
<br />HUSC412
<br />FL1 0655
<br />Joist Hanger
<br />ITT
<br />FL1 0667
<br />TF I -Joist Hanger
<br />THO
<br />FL815-Rl
<br />IUT
<br />FL1 0531
<br />I -Joist Hanger
<br />THF
<br />FL815-Rl
<br />LGT2
<br />FL1 1470
<br />Light Girder Tiedown
<br />LUGT2
<br />FL817-Rl
<br />LSSU210-2
<br />FL1 0447
<br />Slopable/Skewable Hanger
<br />LSSH31
<br />FL816-Rl
<br />LSSU28
<br />FL1 0447
<br />SlopablelSkewable Hanger
<br />LSTA12
<br />FL1 0852
<br />Strap Tie
<br />LSTA12
<br />FL816-Rl
<br />LSTA18
<br />FL1 0852
<br />Strap Tie
<br />LSTA18
<br />FL816-Rl
<br />LSTA30
<br />FL1 0852
<br />Strap Tie
<br />LSTA30
<br />FL816-Rl
<br />LSTA36
<br />FL1 0852
<br />Strap Tie
<br />LSTA36
<br />FL816-Rl
<br />LTS12
<br />FL1 0456
<br />Twist Strap
<br />LTW1 2
<br />FL820-R2
<br />LTS16
<br />FL1 0456
<br />Twist Strap
<br />LTW1 6
<br />FL820-R2
<br />LTS18
<br />FL1 0456
<br />Twist Strap
<br />LTW11 8
<br />FL820-R2
<br />LTS20
<br />FL10456
<br />Twist Strap
<br />LTW20
<br />FL820-R2
<br />LTT19
<br />FL1 1496
<br />Tension Tie
<br />LTS19
<br />FL822-Rl
<br />LTT20B
<br />FL1 1496
<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 />NFM35X1 178U
<br />FL578-R2
<br />META22
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA24-1 8
<br />FL859-RI
<br />MGT
<br />FL1 1470
<br />Medium Girder Tiedown
<br />MUGT-15
<br />FL1 1910
<br />MST48
<br />FL1 0852
<br />Strap Tie
<br />KST248
<br />FL822-Rl
<br />MST60
<br />FL1 0852
<br />Strap Tie
<br />KST260
<br />FL822-Rl
<br />MSTAM36
<br />FLI 1473
<br />Strap Tie for Masonry
<br />MTS12
<br />FL1 0456
<br />Twist Strap
<br />MTW12
<br />FL820-R2
<br />MTS16
<br />FL1 0456
<br />Twist Strap
<br />MTW1 6
<br />FL820-R2
<br />MTS18
<br />FL1 0456
<br />Twist Strap
<br />MTW1 8
<br />FL820-R2
<br />MTS20
<br />FL1 0456
<br />Twist Strap
<br />MTV\/20
<br />FL820-R2
<br />MTS30
<br />FLI 0456
<br />Twist Strap
<br />MTW30
<br />FL820-R2
<br />Tension Tie
<br />MTS27B
<br />FL822-Rl
<br />PA51
<br />FLI 1476
<br />Foundation Strap
<br />TA51
<br />FL816-Rl
<br />Spi
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT22
<br />FL817-Rl
<br />SP2
<br />FLI 0456
<br />Stud Plate Tie
<br />SPT24
<br />FL817-Rl
<br />SP4
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT4
<br />FL821-Rl
<br />U24
<br />FLI 0655
<br />Face Mount Joist Hanger
<br />ET
<br />FL11506
<br />Epoxy
<br />HD Titen
<br />FL2355-R3
<br />Titen Anchor
<br />F15)� 71-&
<br />717-$46-3747
<br />HR Frg nc.
<br />1418 E, MiRd* 81_$uite B
<br />York, F"A 17-4.03
<br />;1 January 2009
<br />Mck Thompson, Product Maiiager- Siding & Metals
<br />Associated'Materials, U—C
<br />3773 State Road
<br />Cuyahoga Falls, 04io 44223
<br />RE Florida l3vatuation, Covent�.v Vinyl 'Siding, FBC 2007
<br />Lear Mr. Thompson;
<br />The following Associated Mateiials viuyl siding. product-, Coventry ha,% been tested and
<br />analyzed in, conformance with ASTNI D 3679-0-5 as required b�. Florida. Builtling Code
<br />2-Mi, paragraphs 1404.9 and 1405.13, plus Florida Rcsidemiql Code 2007, parigr2ph
<br />,0111 S.tructuril testing to A-97M D 5106, as requ�recl biv ASTIM D 3679, was done M
<br />Z,hitectural Testing, lnc� and is reported in 77045.01-10��-AO and 82537.01-109-40,
<br />Testing was done for Alside, Inc., whiifh is owned by Associated M2terials. LLC.
<br />Co-ventry vir,- I sidiog, is produced in. 5 configurations, Double 5", Double 5" Dutchlap,
<br />Double 4", Double 4" Dutt:hlap� and Triple 3"; all with a (hickness of G.042" A
<br />stnangthenuirg feawreof this produ�ct is that it has a "railed edge ruill hem". i�,hich forms a
<br />double. thickness at the nail. hem edge.
<br />-ational , ii, this product
<br />I 1-ave corribinati
<br />-oil of I a id comparative analyses or
<br />whicIl lnd_u�!es the mandatory reqUH`er1f_'nLS (if Annex A1.2-1 in ASTM, D 3679
<br />ln�,ijl*jop mu-st be over 5[9" rinnimung rmilable shtathing or 1/2" mininnon plywood.
<br />must be roofing nails with 3/T' diameter ht:acl, 1/8." dwrineter shnnX,
<br />arid a I!*Mfnmrn1 length of 1-5/8". T'he alJowahle, design wind pies-,Lrres for all 5
<br />configuration-14. incl-uding Double. 5", Dooble 5" Ducchlap, Double 4", Double 4"
<br />Dutchlap,- a0 Triple 3" are +./-173 psf for 8" stA spacing. +i- 1153 psf for 12" stud
<br />spaciriY 104 . .+1-86.5 psf -for 16" st.ud slyacting. In order to achieve these pressures,
<br />nuds rrhu4ft Wave� ii ails Wtliem and all nails ruu�t be in studs -
<br />The abav)e� valrues can 15e compared directly (o the required wind loa& in Chapter 16 of
<br />the Florida Building Code, I uu-st that this information is sufficient for the project needs -
<br />If there ire -nrry (Ijuestions about thii; reporf, or if arryll-iing additional is iequired, piense
<br />advise me..
<br />Sincere.ly your,.; 1
<br />E
<br />Allen IN- Reeves. P.
<br />Structural Engineer R
<br />'�aor
<br />AN
<br />No. 19354
<br />Florida Liceriae Cc�0001000.5
<br />Installing soffit and fascia
<br />Please note: Although vinyl soffit's 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 F-channel to the exterior of the fascia with the top leg
<br />testing against the bottom of the board. Secure F-channel on wall, level with the
<br />F-channel on the fascia.
<br />With closed eave: Use a J-channel in place of the F-charmel 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 secured to underside
<br />of wood fascia.
<br />With open eave: Secure F-charmel 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 closed eave: Substitute J-channels for the F-channels.
<br />Secure all channels in the center of the nail slots, 12" on center.
<br />lr,c,falling 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 corner, the joint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel.
<br />faKLI
<br />T
<br />wfli
<br />Option A
<br />faula
<br />"it
<br />Option B
<br />Diagonal trim use
<br />ght trim use
<br />KAYCAN-
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued November 1, 2008
<br />This report is subject to re-examination in two years.
<br />www.icc-es.org 1(800)423-6587 1(562)699.0543 A Subsidiary of the International Code CounclP
<br />DIVISION: 07—THERMAL AND MOISTURE PROTECTION
<br />Section: 07460— Siding
<br />REPORT HOLDER:
<br />KAYCAN LTD.
<br />ONE MEMORIAL DRIVE
<br />RICHFORD, VERMONT 05476
<br />==O...
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUATION SCOPE
<br />Compliance with the following codes:
<br />* 2006 International Building Gode�(IBC)
<br />* 2006 International Residential Cooree (I RC)
<br />* 1997 Uniform Building Code� (UBC)
<br />* BOW National Building Code/1999 (BNBC)
<br />* 1999 Standard Building Code� (SBC)
<br />Properties evaluated:
<br />• Exterior veneer
<br />• Wind resistance
<br />2.0 USES
<br />Kaycan PVC Siding is used as an exterior veneer and as
<br />closure material on the underside of exterior roof eaves
<br />(soffits) .
<br />3.0 DESCRIPTION
<br />Kaycan PVC Siding is horizontal and vertical lap siding and
<br />soffits manufactured from rigid polyvinyl chloride (PVC)
<br />confonming to the requirements ofASTM D 3679. The siding
<br />is used as an exterior wall covering over solid sheathing and
<br />as soffit. The siding has a plain- or wood -grain texture and is
<br />available in various colors with matching trim, comers, and
<br />starter strips. The panels are a minimum ofO.040 inch (1 mm)
<br />thick. Lengths range from 10 to 12,5 feet (3048 to 3810 mm).
<br />Panels are formed with an upper edge having nail slots and a
<br />lower edge that hooks into the upper edge ofthe lower course.
<br />The siding is produced in different profiles as described in
<br />Table I of this report.
<br />4.0 INSTALLATION
<br />4.1 General:
<br />Installation of the siding, including the panels, comers, starter
<br />strips , trim and other accessory items, shall be in accordance
<br />with the manufacturer's published installation instructions, the
<br />applicable code and this report. In the event of a conflict
<br />between the man ufacturees published installation instructions
<br />and this report, this report shall govern. A copy of the
<br />manufactumes published installation instructions shall be on
<br />the jobsite at all times during installation.
<br />Solid sheathing and a water -resistive bar-rior shall be
<br />provided behind the siding, as requined by the applicable
<br />code -
<br />The allowable wind loads are as noted in the prescriptive
<br />requirements of the applicable code. See Section 4.2 for
<br />applications in excess of the prescriptive requirements or
<br />where the applicable code does not provide prescriptive
<br />requirements.
<br />4.2 Wind Resistace:
<br />Design wind pressures must be determined in accordance
<br />with Chapter 16 of the IBC, SBC, UBC or BNBC or Section
<br />301.2.1.1 ofthe IRC. In areas where the basicwind speed (3-
<br />second gust do not exceed 100 mph (45 m1s) [80 miles per
<br />hour (36 mls) (fastest mile) under the JBCj, and the building
<br />height is less than or equal to 40 feet (12 192 mm.) in
<br />Exposure C areas, installation must comply with the
<br />prescriptive requirements of IBC Section 1405.13, BNBC
<br />Section 1406.3-3, SBC Secfton 1403.9 or UBC Section 1405,
<br />as applicable.
<br />In jurisdictions enforcing the IRC, installation much comply
<br />With the prescriptive requirements of IRC Section R703.4 for
<br />areas where the basic wind speed (3-second gust) is less than
<br />110 mph (49 m1s) in Exposure B, and does not exceed 90
<br />mph (40) m1s) in Exposure C or 85 mph (37 nVs) in Expcsure
<br />D. For applications in excess ofthe prescriptive requirements,
<br />the design must be in accordance with IRC Section
<br />R301.2-1.1.
<br />For applications in excess ofthe prescriptive requirements,
<br />the Kay�n PVC Siding has an allowable negative wind load
<br />of 70 psf (3352 Pa) 144 lost (2107 Pa) under the UBC) when
<br />attached to a code -complying, minimum 3/,-inch-thick (10
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />attached with 1112-inch-long (38 mm), 31,-inch-diameter-head
<br />(10 mm), 'Icinch-diameter-shank (3 mm), corrosion-resistani
<br />roofing nails spaced 6 inches (152 mm) on center- The
<br />structural sheathing and framing to which the siding is
<br />attached are outside the scope of this report.
<br />ICC "E S Emi-h- Rp0,mWN k,d,
<br />i,,piwd,
<br />Vfi,,d,,g,, wl— a— it, 174—p-, w ,),��d d by 11,Mn.
<br />C.pynght 912008 Page 1 of 2
<br />71'7 84&374T Fax 717-846rO355
<br />HR Engineering, Inc.
<br />1418 E. Market St., Suite B
<br />York, PA 17403
<br />22 January 20.09
<br />Tcd Berman, P.R_,)Arriinis�r�uor,
<br />lotida Buildio� CQ6�. Contmission
<br />Ted,Beimari and Associates, LLC.
<br />925 41S'Street, Suite, 104
<br />Miarni Beach, Florida 33140
<br />RE�
<br />Dear Mr, Berman -
<br />In ronformaricc with Rule QB-72,1 10, EA.C. `Cfiieria foi- Certification of
<br />I offer the following. I am a registered professional engineer it! rhe state
<br />Independence' I
<br />of Florida with license number 19354, 1 work in a Iwo person consulting siructural
<br />engineerirtg firro, "HR Engineering, lnc.% of which I arn [lie majority owner.
<br />In my work pett-�rriliri all I do riot bav,� nor w-ill I acquife, a finao6al
<br />interest in �ny company nianut actuniia-g or disnibuting products lor w1ricli the repo.,ts are
<br />being issued.
<br />In: rny -orR porforming in ev,,iiiwion, I do n(.)( have, nor wdl I acquire, a firtancial
<br />intoresi in any orftcr omif.y involved in the approval process of the, product.
<br />I trust that this is suffi6ent for the Florida Building Code Commission's requirements. If
<br />therc are ar,,X,,qi_;est�nns about this certifi,-auon of 'independence. or if anything additional
<br />is required, pleas�? advise
<br />Sincerely yours�
<br />HR Engineering, Inc.
<br />Attloo, N. Reeves, P.E.
<br />Chief Enzaneot
<br />A1NR:anr
<br />(,'c: A"ocisted �,!Rterials, TAX.
<br />0901,0(7105
<br />Installing soffit and fascia
<br />Installing fascia
<br />1. Install an undersill Vim 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 F-channel, and snap the tabs into the
<br />undersill trim. if soffit is not being installed, hook 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 pare], leaving
<br />a 1112" tab to be inserted into overlapping panel.
<br />2. Overlap 314" (half the distance of the notch).
<br />Capping fascia
<br />in.
<br />Fascia installation
<br />Otd,
<br />Fascia overlapping
<br />G40
<br />lot
<br />; 1W
<br />To make comer caps, cut a piece of vinyl fascia that is 5 112" long.
<br />1, Mark the vertical centerline on the back of the piece,
<br />2. Cut a 90' section of the bottom flange from the center, leaving a
<br />45' angle on either side.
<br />3. Use hand to fold fascia
<br />a seamer or metal straightedge piece
<br />along vertical centefine to make a right-angled corner.
<br />4. Using a snap -lock punch, make
<br />. . . . . . . . . .
<br />tabs just below the top edge of the
<br />corner cap, making sure that tabs
<br />face outward, Install corner cap by
<br />locking the bottom over the existing
<br />F-channei and snapping the top
<br />Fascia capping
<br />edge into the undersill tri
<br />g_
<br />KAYCAAf -
<br />ESR-1495 I Most WidelyAccepted and Trusted
<br />Page 2 of 2
<br />Wind resistance of the soffit panels is outside the scope of
<br />5.4 The siding is manufactured in Richford, Ve"orit, under
<br />this report .
<br />a quality control program with inspections by
<br />5.0 CONDITIONS OF USE
<br />Architectural Testing Inc. (AA-676).
<br />The Kaycan PVC Siding described in this report CDonplies with,
<br />6.0 EVIDENCE SUBMITTED
<br />or is a suitable alternative to what is specified in, those codes
<br />6.1 Manufacturers published installation instructions.
<br />listed in Section 1.0 of this report. subject to the foflovring
<br />conditions
<br />6.2 Data in accordance ith the ICC-ES EvaluaVion
<br />5.1 The siding is limited to installations on buildings ofType
<br />Guideline for Vinyl Siding (AC37), dated October 20N.
<br />V-B (113C), Type 513 (BNBC), Type VI (SBC), and Type
<br />6.3 Quality documentation in accordance with the
<br />V-N (UBC) construction, and to construction perrnitted
<br />Acceptance Cdteria for Quality Documentation (AC10).
<br />by the IRC, as applicable.
<br />7.0 IDENTIFICATION
<br />5.2 The exterior walls shall be braced or sheathed to resist
<br />The Ka an PVC Siding described in this report shall be
<br />yc
<br />racking loads with approved materials in accordance
<br />with of the applicab le code.
<br />identified by a stamp bearing the Kaycan Ltd. name and/or
<br />trademark, the product type, the statement "Confie"s to
<br />5.3 The siding shall be installed only on exterior walls over
<br />ASTM spe,cification D 3679," the statement "Conforms to UBC
<br />solid sheathing capable of resisting design wind
<br />Standard 14-2", the name of the inspection agency
<br />pressures both positive and negative. The sheathing
<br />(Architectural Testing, Inc.), and the evaluation report number
<br />shall be covered Wth a water -resistive barrier, as
<br />(ESR-1495).
<br />required by the applicable code.
<br />TABLE 1—KAYCAN PVC SIDING
<br />MODEL
<br />PROFILE
<br />LENGTH
<br />B..rd & B.tt-
<br />Single 7 1-h V.rtW
<br />101 - 0'
<br />DA Avand
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />DA Marquis
<br />Double 4 inch Horizontal
<br />12, - T
<br />D-S Contessa
<br />Double 5 inch Horl—tal
<br />12'- 0"
<br />D-5 Elega-e
<br />Dcuble 5 inch Horl—tal D.tch L.p
<br />12'- 0"
<br />D-5 Verti�l
<br />D-ble 5 inch Verfi�l
<br />101-01
<br />Le�iston
<br />Double 4.5 inch Hori—tal
<br />12'- 0"
<br />N—pod
<br />Single 6% inch Horizontal
<br />10'_01
<br />Oce.o P.rk B—I
<br />Double 4.5 inch Horizontal
<br />12'- 0'
<br />0�an Perk Co—
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Platinum Series D-4
<br />Double 4 inch Horizontal
<br />12'- 6'
<br />Platinum Sedes DA Dutch Lap
<br />Oouble 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />Platinum Series T-3
<br />Triple 3 inch Horizontal
<br />12'- 0'
<br />P
<br />Double 4.5 inch Honzortal
<br />12'- 0"
<br />St.'.
<br />Double 4.5 Ho,inrtal
<br />12'- 0"
<br />T-3 Classic
<br />Triple 3 inch Horizontal Dutch Lap
<br />12'- W
<br />T-3 Horizontal
<br />Triple 3 inch Horizontal
<br />12'- W
<br />Vented 8"
<br />Double 4 inch Perforated Soffit
<br />12 - 0"
<br />Vented 10"
<br />Double 5 inch Perforated Soffit
<br />12'- 0"
<br />Solid 1 D"
<br />Double 5 inch Solid Soffit
<br />11._ "I
<br />Center Vented 12"llsolid 12"
<br />Triple 4 inch Partially Perforated Soffit
<br />12'- 6"
<br />Vented 16"
<br />Quadruple 4 inch Perforated Soffit
<br />12'- o'
<br />S.fid 16'
<br />Quadmple 4 inch Solid Soffit
<br />12'�
<br />ICC EVALUATION SERVICE. INC.
<br />Evaluatt 4 Infono w Protect
<br />L. Apl. l3.t.fR.0 ... I Offi.. - 5360 W,,rk— Mill Nd . whiaw,. CA 90601
<br />(562) 699-0543 ph,- - (562) 693,4694 f..
<br />Certification of Independence for Evaluation
<br />[CC 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) ICC 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, noritAll acquire, a financial interest in any
<br />other entity involved in the approval process of the product.
<br />;O/k 1fW_1
<br />*n Nos -President
<br />ICC Evaluation Service, Inc.
<br />8h— Allb— S52 U - (20) 5. 9800
<br />09DCO.. M. "A' , - "' " " — " , 6" , ` "' , , , "
<br />offi.. - 401 W., Fl., R-J. C Ci.b K1111, "". �47S - (7081 7W.1305
<br />27
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<br />SHEET NO.
<br />PA 1.0i
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