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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 />Dcal 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 Numbers
<br />Test Pressures
<br />1. EXTERIOR DOORS
<br />A. SWINGING
<br />Plastpro Inc./ Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />FL6184-R1
<br />+65.0/-65.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL8838-R1
<br />+55.0/-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 />+40.0/-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Residential 1NindCode Doors W5 (8X7)
<br />FL5675-R3
<br />+30.0/-32.0 psf
<br />Clopay Building Products
<br />Residential WindCode Doors W5 (16X7)
<br />FL5675-R3
<br />+30.0/-30.0 psf
<br />(used immndspeeds over f20mph)
<br />Clopay Building Products
<br />Residential WlndCode Doors W6 8X7
<br />FL5675-R3
<br />+37.0/--41.0 psf
<br />(used in wind speeds over 120 mph)
<br />Clopay Building Products
<br />Residential WlndCode Doors W6 (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 Classics 16x7
<br />FL5427-R2
<br />+38.4/--43.7 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (80)
<br />FL5302-Rl
<br />+40.1/-47.4 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (160)
<br />FL5302-Rl
<br />+38.41-43.7 psf
<br />D. OTHER
<br />2. WINDOWS
<br />A. SINGLE HUNG
<br />General Aluminum Com any
<br />Series 1550/1570
<br />FL14412
<br />+47.2/-50.0 psf
<br />General Aluminum Company
<br />Series 190011970
<br />FL12968
<br />+40,0/-40.0 psf
<br />B. HORIZONTAL SLIDER
<br />General Aluminum Company
<br />2800 Series
<br />FL12989
<br />+40.0/-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. OTH E R
<br />3. PANEL WALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+86.5I-86.5 psf
<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 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 />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 psf
<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 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 />FL1644-R2
<br />NIA
<br />Boise Eng. Wood Prod.
<br />Wood I -Joists ALLJOIST
<br />FL1645-R2
<br />N/A
<br />D. MATERIAL
<br />FECP Co 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 />FL12045
<br />NIA
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />FL1774-R2
<br />N/A
<br />Powers Steel, Inc.
<br />Power Box Lintels
<br />FL6264-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 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 />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-R1
<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-R1
<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 />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-R1
<br />HDQ8-SDS3
<br />FL10441
<br />Holddown
<br />UPHD8
<br />FL817-R1
<br />HETA16
<br />FL11473
<br />Embedded Truss Anchor
<br />HTA16
<br />FL821-R1
<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-R1
<br />HUS410
<br />FL10531
<br />Joist Hanger
<br />HUS410
<br />FL821-R1
<br />HUS412
<br />FL10531
<br />Joist Hanger
<br />HUS412
<br />FL821-R1
<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-RI
<br />IUT
<br />FL10531
<br />I -Joist Hanger
<br />THE
<br />FL815-R1
<br />LGT2
<br />FL11470
<br />Light Girder Tiedown
<br />LUGT2
<br />FL817-R1
<br />LSSU210-2
<br />FL10447
<br />Slopable/Skewable Hanger
<br />LSSH31
<br />FL816-R1
<br />LSSU28
<br />FL10447
<br />Slopable/Skewable Hanger
<br />LSTA12
<br />FL10852
<br />Strap Tie
<br />LSTA12
<br />FL816-R1
<br />LSTA18
<br />FL10852
<br />Strap Tie
<br />LSTA18
<br />FL816-R1
<br />LSTA30
<br />FL10852
<br />Strap Tie
<br />LSTA30
<br />FL816-R1
<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-R1
<br />LTT20B
<br />FL11496
<br />Tension Tie
<br />LTS20B
<br />FL822-R1
<br />LUS26
<br />FL10655
<br />Joist Hanger
<br />JUS26
<br />FL821-R1
<br />LUS414
<br />FL10655
<br />Joist Hanger
<br />JUS414
<br />FL821-R1
<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-R1
<br />MGT
<br />FL11470
<br />Medium Girder Tiedown
<br />MUGT-15
<br />FL11910
<br />MST48
<br />FL10852
<br />Strap Tie
<br />KST248
<br />FL822-RI
<br />MST60
<br />FL10852
<br />Strap Tie
<br />KST260
<br />FL822-R1
<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 />_
<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-R1
<br />PA51
<br />FL11476
<br />Foundation Strap
<br />TA51
<br />FL816-R1
<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-R1
<br />SP4
<br />FL10456
<br />Stud Plate Tie
<br />SPT4
<br />FL821-R1
<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 />7 t 7-tL16-3747 '' Fax 717-846-0355
<br />HR Engineering, inc.
<br />1418 E. Market St., Suite B
<br />York, PA 17403
<br />21 January 200ti
<br />Nick Thomipson, Product Manager- Siding dz Metals
<br />A;socia+ed M fenals, LLC
<br />. I State Road
<br />Cuyahoga Falls, Ohio 44223
<br />RE: Florida Evaluation, Coventry Vinyl Siding, FRC 2007
<br />Dear Mr. Thompson:
<br />The following Associated Materials vincl siding, prnrlil•^r: Co-, r try has been Tasted and
<br />analyzed in conformance with ASTM D 3679-05 as required by Florida Building Code
<br />2007, paragraphs 1404.9 and 1405.13, plus Florida Residential Code 2007, paragraph
<br />70-3.11 Structu al felting to AS'l M., D 5206, as required by ASTM b 3679. was done at
<br />Archoocu3ral Testing, Inc. and is reported in 77945.01-109-40 and 82537.01-109-40.
<br />Tcstinv was dine for Alside, Inc.. which is owned by Associated Materials- Li-C.
<br />Coventry vinyl siding ,s proilur,i .e,. inc�,nLluratiun,. Duub-- - L%,�:isle �,' DuCchrip.
<br />Double 4", Double 4" I)utchlap, and 1•tole 3", all with a thickness of 0.042 A
<br /><nenL=fhoning ?eature of thi< product is Thar it has a "iolle',d c,lge nail hem", wl:idl forms a
<br />double thickness at th,� nail hern edge.
<br />havr- perforated a ct!I11bina'ntn 01 ratiol;al and con3pere.iih;, analyses oil flhc> product,
<br />which includes the rnandatory requirements of Annex A1.2.1 in ASTM f) 3679
<br />installation must be over 5/8' minimum nailable sheathing or 1i5'• minimum plywood.
<br />Installation fasteners must be roofing nail; with _ iQ" diameter head. 1/8" diameter shank,
<br />and a ininiruum ler.gril of 1-Sin". The allowable design wind pressures for all 5
<br />„onfi-guralion¢ including Double 5„ D-hlc C.flap, DouUlr 4' riot i- 4"
<br />.
<br />Dutcltlap, and Triple 3� " are /1- r3 psf for b'nid sspacing, Ti llS.3 pet ,or ,.. ,wit
<br />spacing, and-+l-86.5 psf for 16" stud spacing. in order to achieve these pressures, all
<br />•tads must have nails in then i 1 ;al rails must be in studs.
<br />he above values can he cc r_1p3arcd directly to tf r required wind loads in Chapter 16 of
<br />the Florida Building Code. 1 .rust that this information is sett Lent her 1he project need.,;.
<br />If thefe are any queskons about this report or if anything additional is required, please
<br />advise me.
<br />Sincerely yours:
<br />Allen N. Reeves, RE,
<br />Structural Engineer - ANI :ant
<br />Florida License No. 19354 Cc: 090110005
<br />� / ✓�9 rub 4Ay 2oa7 -... -, '-
<br />;' 7-646-3747
<br />HR Engineering, Inc.
<br />1418 E. Market St., Suite 8
<br />York, PA 17403
<br />Ted Bemoan, P.E., Adminislralor,
<br />Florida Building Code Commission
<br />Ted Berman and Associates. LLC.
<br />925 mil" Stria'.-. Suite 104
<br />Aarui Beach, Florida 33140
<br />RE: Certifi:atior of independence.
<br />e R
<br />LIc-.r till. _,_/man
<br />Installing soffit and fascia
<br />Please note: Although vinyl soifit'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. rasca,
<br />Installing trim - Option A !asnew"
<br />When fascia is applied without exposed nailing.+y f charxee
<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-channel on the fascia. sa61 srll-
<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 />Installing trim - Option Bswa
<br />When soffit only is applied, or when fascia panel is secured to undersidefascia
<br />of wood fascia. �r j-i33s "
<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. ! t
<br />With closed eave: Substitute Jchannels for the Fchannels. t d annel said Ryp
<br />Secure all channels in the center of the nail slots, 12" on center. Option B
<br />a!Iing soffit
<br />1. Measure the distance between the inside of the inside and outside trims. Allow
<br />114" per side for expansion and cut the panels to length. Insert panels into trims. fI
<br />For eaves overin width, you will need to install intermediate nailing supports l/
<br />to keep the soffitt 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 Ding 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 comer, the pint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel. -••"•a
<br />SUa ght trim use
<br />J-dlaMtls KtnG7nN
<br />Z6 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.ice-es.org 1 (800) 423-6587 1 (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 />RICH FORD, VERMONT 05476
<br />(802) 848-7010
<br />www.kaycon.com
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUATION SCOPE
<br />Compliance with the following codes:
<br />R 2006 International Building Codee (IBC)
<br />is 2006 International Residential Codd" (IRC)
<br />0 1997 Uniform Building Code's (UBC)
<br />■ BOCA' National Building Codeil999 (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 />conforming to the requirements of ASTM D 3679. The siding
<br />is used as an exterior wall covering over solid sheathing and
<br />as soffit. The siding has a plain- er wood -grain texture and is
<br />available in various colors with matching trim, comers, and
<br />starter strips. The panels area minimum of 0.040 inch (1 mm)
<br />thick. Lengths range from 10 to 12.5 feet (304810 38t0 mm).
<br />Panels are formed with an upper edge having nail slots and a
<br />lower edge that hooks into the upper edge of the lower course.
<br />The siding is produced in different profiles as described in
<br />Table 1 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 manufacturers 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 />manufacturer's 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 applicable
<br />code.
<br />The allowable wind loads are as noted in the prescriptive
<br />requirements of the applicable code. Seer 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 of the IRC. In areas where the basic wind speed (3-
<br />second gust do not exceed 100 mph (45 mis) [80 miles per
<br />hour (36 mts) (fastest mile) under the UBC), and the building
<br />height is less than or equal to 40 feet 12 192 min in
<br />19 eq ( )
<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 m/s) in Exposure B, and does not exceed 90
<br />mph (40 nits) in Exposure C or 85 mph (37 mis) in Exposure
<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 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 UBC) when
<br />attached to a code -complying, minimum ale inch -thick (10
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />attached with 1'li inch -long (38 mm), "I. -inch -diameter -head
<br />(10 mm),'le inch -diameter -shank (3 mm), corrosion -resistant
<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-G9E-,.,rReho ,byreeottobecwa. ar represenffegaerfhetics oranya---tysnixahcarrY adAnueQ A.. thrymbeca,rd,nr<l
<br />dorter� aura/rho snb�ect of the report or o recoweendrstiwr j its rise. There it ao xnr,nury by7CC Evn6wfion Set"ice, loci erpesr or impriarh as
<br />to nny fimmg,a wirer nn u,!fits repo1.or. towryproduct cove, tti 4 the,epori. �a
<br />4.m•�e,
<br />Copyright ®20W Page 1 of 2
<br />-ax 717-846-0355
<br />22 January 2009
<br />In conic-rrnauce with Rulc 9B-7LI10, l y.C. Criteria for Certification of
<br />r i1 • , ri -r riff - 3 the - - rr e - , , I ,- . I .
<br />1 I .rr e ire . I - e, the Lllc t r., : ar - ti�isiered In t�ssik net] �r-5nie r in the stoic
<br />of Florida with hcensc numocr 19354. 1 work in a tv,% person consul tree, structural
<br />engineering firm, "I3R Engineering. Inc- of which 1 aril Cite rna ority owner.
<br />In Inv Wo)k performme an evIilurucu, I du rift have. nor Will I acquire. a financial
<br />i rreres' In enr av»paris manufacturing 11 disu ihuting products for which the reports are
<br />tieing is:,ued.
<br />lu Inv -irk Oerlorrnule an traiva(i0r)1 d0 net hare, 110f Will I a(k„dire.:+ finerrcial
<br />/'infest n inn other entity involved in the.-Q,proval procuss of tilt product.
<br />[ gst that this is sufficient tCr :-he F1�3ida Buildin�C3de Commission's
<br />re uircrlent . if
<br />tneic are any y.iestions about this Cer ificatiori of independence or if af5l thiflP additional
<br />is r lui- d please advise mc.
<br />5i,n,crely your
<br />HR Enf,il 'elin:;, Inc.
<br />"1- /2.
<br />;linen N Reeves, P.E
<br />Chief Engineer
<br />,ANR:anr
<br />Cc: !associated N4aieri'.,, LLC
<br />U91)10005
<br />Installing soffit and fascia
<br />Installing fascia
<br />1. Instal[ 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 /rim. 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 panel, leaving
<br />a 1 112" tab to be inserted into overlapping panel.
<br />2. Overlap 3/4" (half the distance of the notch).
<br />Capping fascia
<br />To make corner caps, cut a piece of vinyl fascia that is 5112' long.
<br />1. Mark the vertical centerline on the back of the piece.
<br />2. Out 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 centerline to make a right-angled coiner.
<br />4. Using a snap -lock punch, make
<br />tabs lust below the top edge of the
<br />comer cap, making sure that tabs 'i Y
<br />face outward. Install corner cap by l l' -
<br />locking the bottom over the existing '" t Fascia ca in
<br />F-channel and snapping the top -- t g
<br />edge into the undersill trim,
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<br />KAYCAN-
<br />ESR-1495 I Most Widely 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 speed 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 />V-N (UBC) construction, and to construction permitted
<br />by the IRC, as applicable.
<br />5.2 The extorter 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 Manufacturers 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 reportnumber
<br />(ESR-1495).
<br />TABLE 1---KAYCAN PVC SIDING
<br />MODEL
<br />PROFILE
<br />LENGTH
<br />Board & Batten
<br />Single 7 Inch Vertical
<br />10, - 0"
<br />DA Avanti
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />DA Marquis
<br />Double 4 inch Horizontal
<br />12' - 6"
<br />D.5 Contessa
<br />Double 5 inch Horizontal
<br />17 - 0"
<br />D-5 Segance
<br />Double 5 inch Horizontal 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 />12'- 0"
<br />Newport
<br />Single 02 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 />Platinum Series D-4
<br />Double 4 inch Horizontal
<br />12'- 6"
<br />Platinum Series D4 Dutch Lap
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />Platinum Sedes 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'- Or
<br />T-3 Classic
<br />Triple 3 inch Horizontal Dutch Lap
<br />12'- O'
<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 />Vented 10"
<br />Double 5 inch Perforated Soft
<br />12' - o"
<br />Solid 10"
<br />Double 5 inch Solid Soffit
<br />12' - 0'
<br />Center Vented 12"/Solld 12'
<br />Triple 4 inch Partially Perforated Soffit
<br />12'- 6'
<br />Vented 16*
<br />Quadruple 4 inch Perforated Soffit
<br />t
<br />12'- 0"
<br />Solid 16" I
<br />Quadruple 4 inch Solid Soft
<br />12' - 0-
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<br />ICC EVALUATION SERVICE, INC. IN-
<br />Evaluate R Inform• Protecr
<br />Lee Agks Bmi-slRegional Ofnee • 5360 WarlimanMill Rned • Whirdu. CA 90601
<br />(562) 699-0543 plume• (562) 695•a694fax
<br />Certification of Independence for Evaluation
<br />ICC Evaluation Service, Inc. (�� �a
<br />(1) ICC Evaluation Service, Inc-, does not have, nix does it intend to acquire or will it acquire, W
<br />a financial interest in any company manufacturing or distributing products for which CD
<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 > iCU
<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 O O
<br />other entity involved in the approval process of the product. L
<br />n Nosse - President
<br />ICC Evaluation Service, Inc.
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<br />ee,inaurl4ab,ut Offices 3160 W„<kwae Mtll Roal. WWI- Cali. r 90601 • 062) 69945e3 Z
<br />www.ice•a.are I R<aienal Office • 900 M-ciafr X-1. Swre A. e•m,nabam, Afab,m, 352U • r205) 599-"00
<br />R<fte•al Office a 4031 War F6•a•enr sti C-ly Club Hill,, Illn,n, e047a a Q06) 799.1303
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