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PRODUCT APPROVAL SPECIFICATION SHEET
<br />is 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 />)cal product supplier should you not know the product approval number for any of the applicable listed products.
<br />Category/Subcategory
<br />Manufacturer
<br />Product Description
<br />Approval Number(s)
<br />Test Pressures,
<br />1. EXTERIOR DOORS
<br />A. SW1NGING
<br />Plastpro Inc./ Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />FL6184-Rl
<br />+65.0/-65.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL8838-Rl
<br />+55.0/-55.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL1 2441
<br />+47.01-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 420/430
<br />FL1 2274
<br />+40.0/-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Residential VMndCode Doors W5 (8X7)
<br />FL5675-R3
<br />+30.0/1 psf
<br />Clopay Building Products
<br />Residential V)findCode Doors W5 (16X7)
<br />FL5675-R3
<br />+30.0/-30.0 psf
<br />rused u, mndspeeds ove,, f20 mph)
<br />Clopay Building Products
<br />Residential V)findCode Doors W6 (8X7)
<br />FL5675-R3
<br />+37.0/-41.0 psf
<br />rused in wund Speeds Over 120 mpn)
<br />Clopay Building Products
<br />Residential VMndCode Doors \M (16X7)
<br />FL5675-R3
<br />+37.0/-37.0 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 Classica (16x7)
<br />FL5427-R2
<br />+38.4/-43.7 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (8x7)
<br />FL5302-Rl
<br />+40.1/1 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (1 6x7)
<br />FL5302-Rl
<br />+38.4/-43.7 psf
<br />D. OTHER
<br />2. WINDOWS
<br />A. SINGLE HUNG
<br />General Aluminum Company
<br />Series 1550/1570
<br />FL14412
<br />+47.21-50.0 psf
<br />General Aluminum Company
<br />Series 1900/1970
<br />FL12968
<br />+40.01-40.0 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 1550/1570
<br />FL13199
<br />+40.01-40.0 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 />NIA
<br />E. OTHER
<br />3. PANELWALL
<br />A. SIDING
<br />'Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+86.51-86.5 psf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12'716" 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 />NIA
<br />B. UNDERILAYMENTS
<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 />+ 103.0/-103, 0 p sf
<br />Alufab
<br />Galvanized Steel Storm Panels
<br />FL4804-R2
<br />+ 104.0/-104. 0 p sF
<br />6. STRUCTURAL
<br />COMPONENTS
<br />A. WOOD CONNECTORS/
<br />Simpson Strong -Tie
<br />see chart
<br />ANCHORS
<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 />FL1644-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 />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 Cone. Lintels
<br />IFL1774-R2
<br />NIA
<br />Powers Steel, Inc.
<br />Power Box Lintels
<br />IFL6264-Rl
<br />NIA
<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 jobsiti 1) copy of the product approval, 2) the
<br />7
<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 />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 />I
<br />USP Product
<br />Number
<br />I
<br />Florida Product
<br />Approval
<br />I 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 />FL1 0456
<br />Hurricane Tie
<br />LFTA6
<br />FL820-R2
<br />HCP2
<br />FL1 0447
<br />Hip Corner Plate Connector
<br />HHCP2
<br />FL817-RI
<br />HDQ8-SDS3
<br />FL1 0441
<br />Holdclown
<br />UPHD8
<br />FL817-Rl
<br />HETA1 6
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTAII 6
<br />FL821-Rl
<br />HETA20
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA20
<br />FL821 -R1
<br />HGUS210-2
<br />FL1 1468
<br />Truss Hanger
<br />THDH210-2
<br />FL821 -R1
<br />HHETA40
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HSUR/L41 0
<br />FL1 0655
<br />Heavy Skewed U Hanger
<br />HTS16
<br />FLI 0456
<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 />FL1 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 />HUS410
<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 />FL1 0531
<br />I -Joist Hanger
<br />THIF
<br />FL815-Rl
<br />LGT2
<br />FL1 1470
<br />Light Girder Tieclown
<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 />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 />LTW1 8
<br />FL820-R2
<br />LTS20
<br />FL1 0456
<br />Twist Strap
<br />LTW20
<br />FL820-R2
<br />LTT19
<br />FL1 1496
<br />Tension Tie
<br />LTS19
<br />FL822-RI
<br />LTT20B
<br />FILI 1496
<br />Tension Tie
<br />LTS20B
<br />FL822-Rl
<br />LUS26
<br />FL10655
<br />Joist Hanger
<br />JUS26
<br />FL821-Rl
<br />LUS414
<br />FL1 0655
<br />Joist Hanger
<br />JUS414
<br />FL821-Rl
<br />MBHA3.56111.88
<br />FL1 0866
<br />Masonry Beam Hanger
<br />NFM35X1 178U
<br />FL578-R2
<br />META22
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA24-18
<br />FL859-Rl
<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 />FL1 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 />MTW16
<br />FIL820-R2
<br />MTS18
<br />FL1 0456
<br />Twist Strap
<br />MTW18
<br />FIL820-R2
<br />MTS20
<br />FL1 0456
<br />Twist Strap
<br />MTW20
<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-Rl
<br />spi
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT22
<br />FL817-Rl
<br />SP2
<br />FL1 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 />FL10655
<br />Face Mount Joist Hanger
<br />ET
<br />FL1 1506
<br />Epoxy
<br />HD Titen
<br />FL2355-R3
<br />Titen Anchor
<br />717-846-3747
<br />�Fax 711-64
<br />HR Engineering, Inc.
<br />1418 E_ Market SA-, Suite B
<br />York, PA 1-7403
<br />21 January 2009
<br />Nick Thompson, ProductMauagei - Siding &Metals
<br />A,soc,a�d Materials, LLC
<br />'i'73 State Road
<br />Cuyahoga Falis. Ohin 44223
<br />RL Ii Evaluation. Coventry Vinyl Siding, FBC 2007
<br />D(�ar Mr. Tli,,inilpsolr;
<br />'I he iollowin.- Associated M-werials vinvi siding pradw---� Co,,-eT:rr ' v has been -lested njid
<br />aralvzed in conforinariGe with AST_*vl D 3679-G� as iequired by Florida Building Code
<br />Z007. paragraphs 1404.9 and 1405.13, plus. Floida Residential Code 20071. p4ragraph
<br />/03,� i Structuial testing ic, ASTV 1) 5206, ns I,) ASTM D 3679, was done al
<br />Archnectui%al Testing, Inc. and is reported in 779-15,01-109-40 and 82537.01-109-40.
<br />Tasim�! was done far Alside, Inc.. which is owned hv X�srlciatecl Mni-rials, LLC.
<br />Covani vinyl siding is- produced ul '� C(.al[iGUr;1!iQDS. Double 5", Double 5" Dutchli�ip,
<br />Double 4", Double 4" Duncinap, and Tiiple 3"� all, with a thickness of 0.04Z A
<br />�uengflwmq feature nf This inioduct is that n, hasa `rollpd cdgo irAi[ heiW', wl;,Ch forms a
<br />double tl,iicknes�s at the nail 4crn edge.
<br />� have perfcrui,�.d a combination oi. iational itnal counparative; analy1c,:i, on �his pTodrict,
<br />which includes rhe roandaEory !equiremrents n, Annex in AST-M 1) 3679
<br />Insingsition ni be over 518" rniturnUrn n1ilabic sbealhing or V," miniri plywood.
<br />Instaltationfa&ieuers; inust he ioofingnails with 3iP dlarneet 'lead, I/S" diannetei shank�
<br />and a rnaninriArn length of 1-5/8". The allowable design wind pressures tor all 5
<br />c.onfiguraiiow, including Double 5", Double 5" lar., Doublo. 4", Douhl� 4"
<br />Durcbl�p. and Triple "" are -/*-I-;'-, psf for 8" stud spacing. -i- ; 15.3 ps, for !2' stud
<br />spacittg, and +/-86.5 psf for 16" squd spacing In order to achieve �Ibese pressures, all
<br />-Lt-_i& ritum have nails inn thern and all rails must be in sLuds.
<br />. lie, �ioove vshies can be cornpared direcil ' v ro the o,�cuired wind loads, in Chaptoi 16 of
<br />the Florida Building Code. I "rWt that this information is suffacieni fo-, fine project needs -
<br />if there are any questions about this report, or if anything addition?,! is required, please
<br />advise nie.
<br />Sincerely vours
<br />Allen N. Reeves, P.E.
<br />Structural Engineer A NR� an r
<br />Florida License No. 19354
<br />Cc: 0901OWS
<br />,2 ) VAIAIJ14.4 X 2 -0 �`
<br />71�-846-3747
<br />RR- Engineering, Inc.
<br />1418 E. Market St., Suite B
<br />York, PA 17403
<br />led Beirn.ni, P.F-. Administralf,ir,
<br />Florida Building Cnle Commission
<br />Ted Beirrian and Associaws, LLC.
<br />92,', 41 " Strocu, Suirc,, 1114
<br />M�arfti Beach, Florida 33140
<br />RE: Cociincirrion of Independence
<br />De-r Mi. 13erman
<br />Installing soffit and fascia
<br />Please note: Although vinyl soffit's are manufactured with the same exacting
<br />s an at s as a v ny pro uc s; n tors are not a a to a v
<br />as leffits 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. 1�cia,
<br />Installing trim - Option A
<br />When fascia is applied without exposed nailing. it
<br />With open eave: Secure F-channal 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 i
<br />F-channel on the fascia.
<br />WIN
<br />With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A
<br />I
<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 />T11
<br />With open eave: Secure F-channel to the wall and to the Inside of the fascl board,
<br />a
<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. wail
<br />Secure all channels in the center of the nail slots, 12" on center. Option B
<br />ir.-.,ialling soffit
<br />I 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 />Foreavesover 18"in width, you will noodle, 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 Diagonal trim use
<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 />b i
<br />oth lustrati Both methods are made with J-channel or H-channe[.
<br />Straight trim use
<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 114* for clearance. Cut panel to width.
<br />3. Perforate [he 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 snalp-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 QVieflapping panel.
<br />2. Overlap 3/4" (half the distance of the notch).
<br />Fascia n5tallation
<br />Fascia overlapping
<br />cut fascia
<br />Parer
<br />'iligs 114'
<br />Capping fascia
<br />To make corner caps, cut a piece of vinyl fascia that is 5 1/2" long,
<br />1. Mark the vertical canterline on the back of the piece.
<br />2. Cut a 90' sector, 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 />sra=p
<br />along vertical centedine to make a right-angled corner. ivam
<br />4. Using a snap -lock punch, make
<br />tabs just below the top edge of the
<br />ure
<br />comer cap, making a that tabs
<br />2
<br />face outward. Install corner c p by
<br />a
<br />locking the bottom over the existing
<br />Fascia capping
<br />F-channel and snapping the lot)
<br />edge into the undersill turn.
<br />KAYCAN- I KA YCA N'"
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued November 1, 2006
<br />This report is subject to re-examination in two years,
<br />www.icc-es.org 1(800)423-6587 ](562)699-0543 A Subsidiary of the International Code Council'
<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 />(802) 848-7010
<br />.ww.kaycarucom
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUATION SCOPE
<br />Compliance with the following codes:
<br />2006 �nternational Building Codd' (I BC)
<br />2006 international Residential Code (IRC)
<br />v 1997 Uniform Building Codelm (UBC)
<br />BOCA' National Building Code/11999 (BNBC)
<br />1999 Standard Building Code' (SBC)
<br />Properties evaluated:
<br />iii 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 />conforming to the requirements of ASTM D 3679, The siding
<br />is used as an exterior wall covering ... r 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, corners, and
<br />starter strips. The panels are a minimum of 0.040 inch (I nom)
<br />thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mum).
<br />Panels are formed with an upper edge having nail slots and a
<br />I ower 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 ofthe siding, including the panels, corners, Starter
<br />strips , trim and offieraccossory 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 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 harder shall be
<br />provided behind the siding, as required 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 i n excess of the prescriptive requirements or
<br />where the applicable code does not provide prescriptive
<br />requirements.
<br />4.2 Wind i
<br />Design wind proFsur.3 Must i cutormined in accordance
<br />with Chapter 16 of the IBC, SBC, UBC or BNBC or Section
<br />301.2.1.1 ofthe IRC. In areas � herc the basic wind speed (3-
<br />second gust do not exceed 100 nri (45 m1s) [80 miles per
<br />hour (36 m/s) (fastest mile) u"der tho UBC], and the building
<br />height is less than or equal It 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 />areaswhere the basicwird speed (3-second gust) is lessthan
<br />110 mph (49 mls) in Exposure B, and does not exceed 90
<br />mph (40 ryVs) in Exposure C or 85 mph (37 tints) in Exposure
<br />D. Forapplications 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 of the prescriptive requirements,
<br />the Kaycan PVC Siding has an allowable negative wind load
<br />of 70 psf (3352 Pa) [44 psf (2107 Pa) under the JBC] when
<br />attached to a code-conorrying, minimum %-inch-thick (10
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />attached with V12-inch-long (38 mm), %-inch-diameter-head
<br />(10 mm),'/,-inch-diameter-shank (3 ri corrosion-resistani
<br />roofing nails spaced 6 inches (152 mm) on center- The
<br />structural sheathing and framing to which the siding iE
<br />attached are outside the scope of this report.
<br />Rq ...h. , .. ... ffi,iy 0 b, -1,-d
<br />�"d, flh� .,bj,, flh� i.. T;,,,,., by ICC Ewh,,Ji,,, 5-k,, h v-, p!,M, -
<br />0,,,qf 1mg � 11- w IN, f, y p-1- 1 by Ih,. ,.P 10Z
<br />=Iml -
<br />Ccpyn9hL()2008 Page 1 of 2
<br />-ax 117-846,0355
<br />22 Jauuary 2009
<br />In conformance �,v i r h R u 1,(-. 9 R- 12. 11(), f-.A.C. 'Criteri,, to r Certific�arifln o f
<br />lnd,�pen6�lice� I �dfe� the tollu\61il,'. I all! F. iqi.�ter(fd ptofussional (2rigineer ui like staw,
<br />g
<br />of Florida With lt,�OuSz� oUrnbc? 19354. 1 wcnk in a Lwu porson co:isuLting strucw�al
<br />engineeriq funi, ' 14R Engineering. Inc-' , of which I ain the majority owner.
<br />In niv woll, performing all evalljuwri, 1 do no( ha%c pur will I acquire. a financial
<br />ITII(A(�sf in ;1n)i corrii Inallufacrurnre ol oisi PiLducts foi which tile reports are
<br />being i,,;ucd.
<br />In 111N, purionning ail eValUaJOH, I dO nl)� [)UVe� nor Will I aLidnire. d finafl�iut
<br />;liturest n any o�hercnllly in,olvod if) flic apiptoval procc."s ut th, prciduct.
<br />I trtust [11,11 .11i6 is suff:,-ik:nt tol -1he Florida Bui!din� Code Cornrnis�ion'� requirentems- if
<br />trll,�rC are any qUeSLIOITS rbOLIt rhis cerinication of nicleperidericc, or it an0iin.p additional
<br />is please, ndvis,� me
<br />Sincerely ' voun�:
<br />HR Enllineerir�,, Inc.
<br />aZ4.1 /�.
<br />Allen N. Reevps,, P.E.
<br />Chief Engirteei
<br />AN'R:aurr
<br />Cc: �sso( ial�d Mqter::�1111�, LLC
<br />09010005
<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, Vermont, Linder
<br />this report.
<br />a quality control progarin with inspections by
<br />5.0 CONDITIONS OF USE
<br />Architectural Testing Inc. (AA-676).
<br />Thei PVC Siding described in this report complies 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 following
<br />conditions:
<br />6.2 Data in accordance with the ]CC -ES i
<br />5.1 The siding is limited to installations on buildings ofType
<br />Guideline for Vinyl Siding (AC37), dated October 2008.
<br />V_B (flBC), 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 IDENTIFICATION
<br />5.2 The exterior walls shall be braced or sheathed to resist
<br />racking 10 us with approved materials in accordance
<br />The Kaycan PVC Siding described in this report shall be
<br />with of the3applicable code-
<br />identified by a stamp bearing the Kaycan Ltd. name and/or
<br />trademark, the product type, the statement Confo,"s to
<br />5.3 The siding shall be installed only on exterior walls over
<br />ASTM specification 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 />shelf be covered with a water-rosistive barrier, as
<br />(ESR-1495).
<br />required by the applicable code.
<br />TABLE 1-KAYCAN PVC SIDING
<br />MODEL
<br />PROFILE
<br />LENGTH
<br />Board & 13.111an
<br />Single 7 Inch Verfic�l
<br />101-01,
<br />DA Avant!
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />D-4 Marquis
<br />Double 4 inch Horizontal
<br />12T _ 6.�
<br />D-5 Contessa
<br />Double 5 inch Horizontal
<br />17- 0"
<br />i Begance
<br />D.ulbl. 6-h Hi,n,.ntal Dut.h L.p
<br />12'- 0"
<br />D-5 Vedi�l
<br />D-ble 5 inch Veni�l
<br />101 - o"
<br />L-isto.
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Ncwpon
<br />Single 6'1, inch Horizontal
<br />i(Y-01,
<br />Occan Park Bevel
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />O�an Park Cove
<br />Double 4.5 inch Hori2omai
<br />12'- 0"
<br />Platinum Series DA
<br />Double 4 inch Horizontal
<br />1Z - 6"
<br />Platinum Series D-4 Dutch Lap
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />Pli Series T-3
<br />Triple 3 inch Horii
<br />12'- 0"
<br />Prova
<br />Double 4.5 inch Horizontal
<br />12'- Q"
<br />Sierra
<br />Double 4.5 Horizontal
<br />12 -0-
<br />T-3 Classic
<br />Triple 3 inch Horizontal Dutch Lap
<br />12'- G"
<br />I T-3 Horizontal
<br />Tivine 3 inch Horizontal
<br />12'- 0"
<br />Vented 8"
<br />D..bl� 4 ..h `.,brat.d Soffit
<br />12'- 0"
<br />Vtcd 19'
<br />Double 5 Inch Perforated Soffit
<br />12'- 0"
<br />Solid 10"
<br />Double 5 inch Solid Soffit
<br />12'- 0"
<br />Center Vented 12"/Solid 12'
<br />Tripho 4 inch Partiall, P, �orated -Soffn
<br />12'-6"
<br />V..t.d 16'
<br />Q-druple 4 iod, Port-t.c! S.
<br />12--l"
<br />Solid 15
<br />UUaClouple 4 inon Solid sort
<br />121-01 1
<br />27
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<br />ICC EVALUATION SERVICE, INC.
<br />Evaivace - Inform ii Protect:
<br />LmAngcl�� Bwiness/RegionatOfficc- 536OW,,rkman Mill P-d Whu:ucr.CA9W1
<br />(562) 699-0543 pi - (562) 695-46914 f.x
<br />Certification of Independence for Evaluation
<br />ICC Evaluation Service, Inc.
<br />it
<br />(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will acquire,
<br />a financial interest in any company manufacturing or distributing products for which
<br />(D
<br />evaluations are issued.
<br />C_
<br />(2) ICC Evaluation Service, Inc.. is not owned, operated or controlled by any company
<br />U)
<br />manufacturing or distributing products R evaluates.
<br />CU
<br />(3) 11 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.
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<br />F5
<br />>
<br />(4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
<br />C:)
<br />0
<br />other entity involved in the approval process of the product.
<br />L_
<br />CL
<br />0-
<br />1�4
<br />On Nosse - President
<br /><
<br />ICC Evaluation Service, Inc.
<br />-6-0
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<br />R-d. S. .1, lt.�,h Al� 3520 (205) W-9800
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<br />191
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<br />NO.
<br />PA 1.0
<br />I I If I P I I i L 1, 1 11. .;1 ill, U 1. ul �.. L I I I i I I I F1
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