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011
<br />PRODUCT APPROVAL SPECIFICATION SHEET
<br />ii,s required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the infbrmation 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 />ocall product supplier should you not knaw the product approval number for any of the applicable listed products.
<br />Categoryll'SubcategorV
<br />Manufacturer
<br />Product Description
<br />JApproval Number(s)
<br />Test Pressures
<br />1. EXTERIOR DOORS
<br />I
<br />A- SWNGING
<br />Ics
<br />Plastpro Inc.ff NanY2 Plastics
<br />Distinction Fiberglass Entry Doors
<br />'FL6184-Rl
<br />+65.01-65.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL8&1&-Rl
<br />+55.01-55.0 Sf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL12441
<br />+47.01-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 420/430
<br />FL12274
<br />+40.DI-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Residential WnclCode DoorsVV5 (8X7)
<br />FL5675-R3
<br />+30.0/-32.0 psf
<br />Cloplay Building Products
<br />Residential VAndCode Doors VV5 (16X7)
<br />FL5675-R3
<br />+30.0t-30.0 psf
<br />(risedir? wind speeds over f2O mp�,)
<br />Clopay Building Products
<br />Residential VAndCode DoorsVV6 (8X7)
<br />FL5675-R3
<br />+3 7.01-41 - 0 p sf
<br />(Pi5eu in wood speeds over 120 nipti)
<br />Clopay Building Products
<br />Residential WndCode 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 />+40.111 psf
<br />Amarr Garage Doors
<br />Model #600 Classical (16x7)
<br />FL5427-R2
<br />+ 38.4/-43.7 p sf
<br />Amarr Garage Doors
<br />Model #600 Stratford (8x7)
<br />FL5302-Rl
<br />+ 40.1/-47.4 p sf
<br />Amarr Garage Doors
<br />Model #6 00 Stratford (1 6x 7)
<br />FL5302-Rl
<br />+38.41-43.7 psf
<br />D. OTHER
<br />Z VVINDOVO
<br />A. SINGLE HUNG
<br />General Aluminum Company
<br />Series 1550/1570
<br />FL14412
<br />+ 47.2/-50. 0 p sf
<br />General AJuminum 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 psf
<br />C. FIXED
<br />General Aluminum Company
<br />Series 155Q/1570
<br />FL13199
<br />+40.01-40.0 psf
<br />General AJuminum Company
<br />Series 190Q11970
<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. PAN EL WALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+ 86.51-86.5 p sf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12'716" 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 A R), 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 />NIA
<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 />+ 103.01-103. 0 p sf
<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 />OSP 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 />N/A
<br />Boise Eng. Wood Prod.
<br />Wood I -Joists ALLJOIST
<br />FL1645-R2
<br />N/A
<br />D. MATERIAL
<br />FECP Corp. (Cast -Crete)
<br />High Strength Concrete Lintels
<br />FL1 58-R3
<br />N/A
<br />Wekiwa CP
<br />Pre -cost and Pre -Stressed Lintels
<br />FL1418-R2
<br />N/A
<br />Lott's CP
<br />Lintel
<br />FL12045
<br />N/A
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />FL1774-R2
<br />N/A
<br />Powers Steel, Inc.
<br />Power Box Lintels IFL6264-Rl
<br />I
<br />NIA I
<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 />performance characteristics which the product ves 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. I
<br />APPLICANT SIGNATURE
<br />DATE
<br />impson & USP Cross Over Chart with Florida
<br />Product Approval Numbers
<br />F S S i r'
<br />Simpson Produ
<br />imps urn PI
<br />Numbe
<br />s r
<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 />FL1 0446
<br />Framing Anchor
<br />MP34
<br />FL822-Rl
<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 />RT1 6
<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 />FL10447
<br />Hip Corner Plate Connector
<br />HHCP2
<br />FL817-Rl
<br />HDQ8-SDS3
<br />FL1 0441
<br />HoIddown
<br />UPHID8
<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 -R1
<br />HGUS210-2
<br />FLI 1468
<br />Truss Hanger
<br />THDH210-2
<br />FL821-RI
<br />HHETA40
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HSUR/L41 0
<br />FL1 0655
<br />Heavy Skewed U Hanger
<br />HTS16
<br />FL10456
<br />Heavy Truss Strap
<br />HTW16
<br />FL820-R2
<br />HTS20
<br />FL1 0456
<br />Heavy Truss Strap
<br />HTW20
<br />FL820-R2
<br />HTT16
<br />FLI 1496
<br />HD/Tension Tie
<br />HTT16
<br />FL821-Rl
<br />HTT22
<br />FL1 1496
<br />HD/Tension Tie
<br />HTT22
<br />FL821-Rl
<br />HUS41 0
<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 />HUSC41 0
<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 />FL10531
<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 />Slopable/Skewable Hanger
<br />LSTA1 2
<br />FL1 0852
<br />Strap Tie
<br />LSTAI 2
<br />FL816-Rl
<br />LSTAII 8
<br />FL1 0852
<br />Strap Tie
<br />LSTA1 8
<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 />LTS1 2
<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 />LTW1 8
<br />FL820-R2
<br />LTS20
<br />FL1 0456
<br />Twist Strap
<br />LTV\120
<br />FL820-R2
<br />LTT1 9
<br />FL1 1496
<br />Tension Tie
<br />LTS1 9
<br />FL822-RI
<br />LTT20B
<br />FL1 1496
<br />Tension Tie
<br />LTS20B
<br />FL822-Rl
<br />LUS26
<br />FL1 0655
<br />Joist Hanger
<br />JUS26
<br />FL821-Rl
<br />LUS414
<br />FL1 0655
<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-Rl
<br />MGT
<br />FL1 1470
<br />Medium Girder Tiedown
<br />MUGT-15
<br />FLI 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 />FL10456
<br />Twist Strap
<br />MTW1 2
<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\120
<br />FL820-R2
<br />MTS30
<br />FL1 0456
<br />Twist Strap
<br />MTW30
<br />FL820-R2
<br />Tension Tie
<br />MTS27B
<br />FL822-Rl
<br />PA51
<br />FL1 1476
<br />Foundation Strap
<br />TA51
<br />FL816-R1
<br />Spi
<br />FL10456
<br />Stud Plate Tie
<br />SPT22
<br />FL817-Rl
<br />SP2
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT24
<br />FL817-Rl
<br />SIP4
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT4
<br />FL821-Rl
<br />U24
<br />FL1 0655
<br />Face Mount Joist Hanger
<br />ET
<br />FL11506
<br />Epoxy
<br />HD Titen
<br />FL2355-R3
<br />Titen Anchor
<br />717-a46-3747
<br />Fm
<br />HIR Engineering, Inc.
<br />1418 E, Market St., SUite B
<br />York, PA 17403
<br />,I Jinitary 2009
<br />Nick Thorrp�on. Product '%lanagtr Siding & Metals
<br />Assooiate,i Materials. 1,�_C
<br />3' _1, 3 Stato Road
<br />Cu.yahoga Falls, Ohio 44223
<br />RE: Florida Evaluation. C,,.)\,entr.v -VinYl Siding, rRC 2007
<br />Vea! MI. Thompson;
<br />The following Ahsociated M�i_i ial. vinyl siding product: Co% entr ' y has been tested am!
<br />Florida Building Code,
<br />analyzed in conformance with ASTM D 3679-05 as required bN
<br />2007, fi�;ragriphs 1404.9 and i40.5.13, plus Florida Resirientiai Cc -do 2007, p,,r,�gripri
<br />03.111 Structural testing to AST N1, 1) 5206, as rcquhel bl� AS17-V D 3679, was done at
<br />-109-4CI 11 -
<br />hitectural lesting, Inc. and i� roportod in 77945.01 . ar d 82537.01 - 109-46
<br />TeSLing was done for Alsido. Inc., which is owrred b v Associated Materials. LLC�
<br />Coventr� vinyl sidin.- is produced in 5 configu rations. DojWe 5", Double 5" Dulchlap,
<br />Double 4", Doubl,e 4" Dutchla.p. and Triple ill with � thrc�ness of 0.1142' A
<br />streii.2diening feat.jre of this product is that it has a "rolled edge nad hem". v, hich tonns a
<br />double thickness at the,- naH hern edge.
<br />I hj%,e pelf,�Irmf
<br />,t4
<br />a Coll luill ation of r-tional and comp�,.rat:vv 3nal�se., (,.n this p.oduct,
<br />which includes (lie mandatory requirernenis (if Annix A1.2 I in AST.ki 1) 36-19
<br />ln�:alimion muNt be over 5/8" minimum naihible shealhing oi lr� minil-liffil plvwood.
<br />Installation fastcrivrs must N! roofing nids widi 3,18" dinrieter head, 1/8" dramerei shAnl,.
<br />and a mininium length of 1-5)/6". The. allowable dc�igr wird pressures for all 5
<br />co rifi gurai ions including Double. 5", E;ouble 5- 11)uichiap, Dcuble 4", F-)ouble 4"
<br />Dutchlap, and Triple 3" �ire +/-173 p3f for 8" MLA spacing. +1;- 115.3 psf for 12" stud
<br />to id - pressures, a!]
<br />-spacing. anJ +/-86.5 p.sf for 16" stud spacing. In ordei nieve thesc
<br />studs must Tiav-_ nails in them arA all nails. rvij�t be in stud.-..
<br />The above values Carl be cornpaied diiectl.v I,,) the required wind loads in Chapter 16 of
<br />'he Florida Buil&ng Code. I tiost, that lhis inform 'io �
<br />n ;s suffit;ierlt for he project needs.
<br />If there are sny questions al"01A this r e po. r I, cr If :uly0,iing additionit S lt-qUirod. P10ASE,
<br />Advisc. rine.
<br />Sincernly yours;
<br />Allen N'. Reeves, P.E.
<br />Erlgirrrer
<br />ANr:anr
<br />Florida T.icense No. 1935-1 1'
<br />Cc. 09, 0005
<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 sunlighL For this reason, vertical or horizontal
<br />installation of soffits on walls is not recommended and cannot be guaranteed. faxle
<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 />resting against the bottom of the board. Secure F-channel on wall, level with the
<br />F-channef on the fascia
<br />With dosed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A
<br />channels every 12" on center, in center of nail slots
<br />law,
<br />Installing trim - Option B
<br />When soffit only is applied, or when fascia panel is secured to underside
<br />of wood fascia. j-ehannei
<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 closed eave: Substitute J-channels for the F-channels. sell
<br />I
<br />Secure all channels in the center of the nail slots, 12" on center. Option B
<br />lr�Jalling soffit ...
<br />I Me ure the distance between the inside of the inside and outside trims. Allow 4-
<br />Is
<br />c
<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. Interlodi 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-channef or J-channel at comers Diagonal trim use
<br />of the overhang to property 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-diannel or H-channel.
<br />Straight thin use
<br />H-Chaftrig
<br />Installing soffit and fascia
<br />Installing fascia
<br />~34 in.
<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 unders(Il Ilim,
<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 park over the F-channel, and snap the tabs into the
<br />\N",.
<br />W41
<br />undersill trim. Ifsoffil is not being installed, hook thefascia directly over the
<br />fascia board.
<br />An alternative to snaplock punch attachmentis to slide the top ofthe fascia behind
<br />metal dripedge.
<br />VTF-dnnel
<br />Fascia installation
<br />Yr "dw
<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 overlapoing panel.
<br />2. Overlap 3/4" (half the distance of the notch).
<br />Fascia overlapping
<br />Capping fascia
<br />To make comer can cut a piece of vinyl fascia that is 5 1/2" long.
<br />I
<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 />95.
<br />3. Use a hand seamef or metal straightedge to fold fascia piece
<br />Snapo"Wh
<br />along vertical centerline to make a right-angled corner.
<br />9OUIMb
<br />4. Using a snap-lGck punch, make
<br />tabs just below the top edge of the
<br />comer cap, making sure that tabs
<br />face outward. Install corner cap by
<br />r
<br />ocking the bottom over the existing
<br />F-channel and snapping the top 7:
<br />Fascia capping
<br />edge i nto the undersill him
<br />J
<br />14CA'VrAN- I KAVrAAf -
<br />ICl Evaluation Report ESR-1495
<br />Reissued November 1, 2008
<br />This report is subject to re-examination in two years.
<br />www.lcc-es.or_q 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council"
<br />DIVISION: 07—THERMAL AND MOISTURE PROTO.CTION
<br />Section: 07460— Siding
<br />REPORT HOLDER:
<br />KAYCAN LTD.
<br />ONE MEMORIAL DRIVE
<br />RICHFORD, VERMONT 05476
<br />(802) 848-7010
<br />www.kaycan.com
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUATION SCOPE
<br />Compliance with the following codes:
<br />* 20D6 International Building Coda' (IBC)
<br />* 2006 International Residential CodeiO (I RC)
<br />* 1997 Uniform Building Codelm (UBC)
<br />* BOCA' National Building Godell 999 (BNBC)
<br />* 1999 Standard Building Code (SBC)
<br />Properties evaluated:
<br />• Exteriorveneer
<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 />conforming to the requirements of ASTM D 3679. The siding
<br />is used as an exterior wall covering over sdid shwathing and
<br />I'S soffit. The siding has a plam- or wood -grain texture and is
<br />available in various colors with matching trim, comers, and
<br />starter strips. The panels are a minialum of 0.040 inch (11 mm)
<br />thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm).
<br />Panel ' are formed with an upper edge having nail slots and a
<br />r
<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 />betweenthe manufacturers published installation instructions
<br />and this report, this report shall govern. A copy of the
<br />manufacturers published installation instructions shall be on
<br />the jobsite at all times during installation.
<br />Solid sheathing and a water -resistive barrier shall be
<br />provided behind the siding, as required by the appliczibe
<br />code.
<br />The allowable wind loads are as not d in the prescriptive
<br />cc
<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 ISC, SBC, UBC or BNBC or Section
<br />301-2.1.1 ofthe IRC. In areaswhere the basicvvind speed (3-
<br />second gust do not exceed 100 mph (45 mis) [80 miles per
<br />hour (36 this) (fastest mile) under the UBCJ, 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 Section 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 rrits) in Exposure B, and does not exceed 90
<br />mph (40 rrVs) in Exposure C or 85 mph (37 rills) in Exposure
<br />D. Forapplications in excess ofthe prescriptive requirements,
<br />the design must be in accordance with IRG Section
<br />R301.2.1.1.
<br />For applications in excess of the prescriptive requirements,
<br />the Kaycan PVC Siding has an allowable negative wind load
<br />of 70 net (3352 Pa) [44 Pat (2107 Pal) under the UBCl when
<br />attached to a Gode-complying. minimum 3/,-inch-thick (10
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />attached with I 11,-inch-Iong (38 mm), 'I.Anch-cliarneter-head
<br />(10 mm), '/.Anch-diameter-shank (3 mm), corrosion-resistaril
<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 />]CC ESEd P.�,, —1� p�tfl.tfy�d&d. — — lhgrl� 1� d
<br />- k �flf� �0,fd� 77— it., .—Y b, IC CE�h,fi,"Sve. 1"C', �Prm; � iphrd�
<br />ayfi,4,,g d mi- m da—pon o-swa��,&w—Mb.-I—exn.
<br />C.pyngri a) 2008 Pige I of 2
<br />717-846 3747 Fay. 71 i-846-0355
<br />HR Engineering, Inc.
<br />1418 E, Market St., Suite B
<br />York, PA 17403
<br />'2 Januar.v 2001)
<br />'red i3erman, P.E., Admini,-.tralor,
<br />D !'Jil— "")de cot
<br />ui " -
<br />Ted Berinan and As�ociqle�. IJA
<br />�125
<br />, , .4's' Street. Suit,� 104
<br />Miami Eic-3ch. Rol ida .33140
<br />R Cun;fication oI Ind,_,pendt:we
<br />Oca, Mr. Bcnnan
<br />In ronf,�,rrrlancc with Rule ')B�72. I 10, F. A C for Certification of
<br />IndepEndonce". 71 offer the foilo-ing. I am 'a rp�istercd Drofessinnal �m?,ineer it! the state,
<br />of Floiida with license number UU54, 1 work in a tvc :0PSUlf"12, �!ru-,-Eural
<br />il 1IR En�gineerinv.. Inc.", (!f vhidl 1 Ln) the rnakmo owner.
<br />In 11;�y work pelformtrig an I dk; ocr ha—, nor 'kill I ticclu:1e, U tillancial
<br />mi,r-�f in Illy CC:`l1P"iI!y Waritilacturilig 01 distribuiniv pr,,ducts 1L)i xhich lht,- rq)ofts are,
<br />bellu� ssued.
<br />in iny work porforiniviv art evnivation. I (In lint havE% noi will I acquire. a financial
<br />w.lor""t in any oaw-r viin i invokod in th- approval pooas� of tilt, produrt�
<br />I trust ihat lhi� is �ufficient for Tile Florida Bui!dirig Code ( orntoission's re.qUirernerirs. If
<br />therc arc iny.,1clucstions about ih�s certifi,)tiou of i ndepc'f d once. or if ari�qniog additicj;ai
<br />is rc�lutrecl, please advise rn-�.
<br />Sincerely vuum
<br />HIP Ev��In"oerrng,
<br />Chief Eng,.ineei
<br />ANR7anr
<br />U:,: A�sociated \11-i�erizlls. 1A.C.
<br />111901005
<br />ESR-1495 I Most Widely Accepte d 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, Vermont, 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 />TheKaycanPVC Sidingdescribed in thiseport ciiniplieswith,
<br />6.0 EVIDENCE SUBMITTED
<br />or is a suitable afterriative to what is specified in, those codes
<br />6.1 Manufacturer's published installation instructions,
<br />listed in Section 1.0 of this report, subject to -,he fonowng
<br />conditions:
<br />6.2 Data in accordance with the ]CC -ES Evaluabon
<br />5.1 The siding is limited to installations on buildings of Type
<br />Guideline for Vinyl Siding (AC37), dated October 2008.
<br />V-B (IBC), Type 5B (BNBC), Type VI (SBC), and Type
<br />6.3 Quality documentation in accordance with the
<br />V-N (UBC) construction. and to construction permitted
<br />Acceptance Criteria for Quality Documentation (AC10).
<br />by the IRC, as applicable.
<br />7.0 IDEN71FICATION
<br />5.2 The exterier walls shall be braced or sheathed to resist
<br />racking loads with approved materials in accordance
<br />The Kaycan PVC Siding described in this report shall be
<br />with of the applicable code.
<br />identified by a stamp bearing the Kaycan Ltd. name and/or
<br />trademark, the product type, the statement "Conforms to
<br />5.3 The siding shall be installed only on exterior walls over
<br />ASTIM specification D 3679,"the statement'Conformsto 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 with a water -resistive harder, as
<br />(ESR-1495).
<br />required by the applicable code.
<br />TABLE 1—KAYCAN PVC SIDING
<br />MODEL
<br />PROFILE
<br />LENGTH
<br />Board & Batten
<br />Single 7 inch Vertical
<br />10, - G,
<br />DA Pwantl
<br />Double 4 inch Hor�ontal Dutch Lap
<br />12'- 6*
<br />04 Marquis
<br />Double 4 inch Horizontal
<br />1 T - 6"
<br />D-5 Contessa
<br />Double 5 inch Horizontal
<br />12'- 0*
<br />D-5 Elegance
<br />Double, 5 inch Horizontal Dutch Lap
<br />12'- 0"
<br />D-5 vertical
<br />Double 5 inch Verii�l
<br />10, - o"
<br />Lewiston
<br />Dwitile 4.5 inch Horizontal
<br />12'- 0*
<br />Newport
<br />Single 6% inch Horizontal
<br />10, - 0"
<br />Orean Park 13-el
<br />Dwble 4.5 inch Horizontal.,
<br />12'- 0"
<br />Coean Park Cove
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Platinum Series 0-4
<br />Double 4 inch Florizertill
<br />12'- 6"
<br />Platinum Series DA Dutch Lap
<br />Double 4 inch Horizontal Dth Lap
<br />12'- 6'
<br />Platinum Series T-3
<br />Triple 3 inch Horizonlal
<br />12'- 0*
<br />Pro�
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />$is—
<br />0-ble rti Horo.tal
<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 8"
<br />Double 4 Inch Perforated Soffit
<br />12' 0"
<br />Vent.d 10"
<br />Double 5 inch Perforated Soffit
<br />12' - 0"
<br />Solid 10"
<br />Ooub4e 5 inch Solid Soffit
<br />12'- 0"
<br />III ' 2*11solid 12�
<br />11 �"eao
<br />Triple 4 inch Partially Perfortited Soffit
<br />12'- 6"
<br />lad 16"
<br />Quadruple 4 inch Perfonited Soffit
<br />12'- 0"
<br />S Id IF
<br />Quadruple 4 inch Wid Soffit
<br />12'. 0"
<br />ICC EVALUATION SERVICE, INC.
<br />E�alww - [of.— - ?.t�t
<br />L_ A.C.I. Bwj�riiclii ... [Off.. - 5360 W,�rk—Mill Nd WhKtw,.CA9MI
<br />(56Z) 699-0543 pt.— - (5C) 695,4694 fnx
<br />Certification of Independence for Evaluation
<br />li:C 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 Servioe. Inc., does not have, nor viAll acquire, a financial interest in any
<br />other entity involved in the approval process of the priticluct.
<br />Jo4 14�_—
<br />Jbfin Nosse - President
<br />ICC Evaluation Service, Inc.
<br />—, * , M, ll, ,, Wl,,,*,, 11*11 1161' """' "
<br />Odk,: "0 MiW R,,A S.I. A. M h Alb... 15213 (203) 11"4800
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<br />PA 1.0,
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