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_ I I I I I 1 11 1 1 L- _ __ " 111 I r I P-__4L
<br />PRODUCT APPROVAL SPECIFICATION SHEET
<br />i required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building
<br />components 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 />CategorylSubcategory
<br />Manufacturer
<br />Product Description
<br />Approval Numbers
<br />Test Pressures
<br />9• EXTERIOR DOORS
<br />A. SWINGING
<br />Plastpro Inc.! Nanya Plastics
<br />Fiberglass Entry Doors
<br />Distinction (berg ass E y
<br />FL6184R1
<br />+ -
<br />65.0165.fl psf
<br />p
<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 V115 (8X7)
<br />FL5675-R3
<br />+30.0/-32.0 psf
<br />Clopay Building Products
<br />Residential VU9ndCode Doors W5 (16X7
<br />FL5675-R3
<br />+30.0/-30.0 psf
<br />(used in wind speeds over 120mph)
<br />Clopay Building Products
<br />Residential VMndCOde Doors W6 '8X7
<br />FL5675-R3
<br />+37.0/-41.0 psf
<br />(used in wind speeds over 120mph)
<br />Clopay Building Products
<br />Residential VNindCode DoorsVV6 (16X7)
<br />FL5675-R3
<br />+37.01-37.0 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 (8x7)
<br />FL5302-R1
<br />+40.1/-47.4 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (16x7)
<br />FL5302-R 1
<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 />+47.2/-50.0 sf
<br />General Aluminum Company
<br />Series 190011970
<br />FL12968
<br />+40.01-40.0 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 1550/1570
<br />FL13199
<br />+40.0/-40.0 esf
<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-RI
<br />N/A
<br />E. OTHER
<br />3. PANEL WALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+86.5/-86.5 psf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12716" Vented Soffit
<br />IFL12199
<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 />FL5444R2
<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 />+104.01-104.0 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 kJoists ALLJOIST
<br />FL1645-R2
<br />NIA
<br />D. MATERIAL
<br />FECP Co Cast -Crete
<br />Hi h Stren th Concrete Lintels
<br />FL158-R3
<br />N/A
<br />Wekiwa CP
<br />Pre -cast and Pre -Stressed Lintels
<br />FL1418-R2
<br />NIA
<br />Lottr s CP
<br />Lintel
<br />4
<br />FL120 5
<br />NIA
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />FL1774R2
<br />N/A
<br />Powers Steel, Inc.
<br />Power Box Lintels
<br />FL6264-Rl
<br />N/A
<br />The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of
<br />1 I
<br />r o site- 9 co of the product approval, 2 the
<br />these products, the following information must be available to the inspector on the Jobsite, ollow g p 1 1) p,� p Pp r)
<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 Crass 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-RI
<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-RI
<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-RI
<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-R1
<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-RI
<br />LUS26
<br />FL10655
<br />Joist Hanger
<br />JUS26
<br />FL821-RI
<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-R1
<br />MST60
<br />FL10852
<br />Strap Tie
<br />KST260
<br />FL822-RI
<br />MSTAM36
<br />FL11473
<br />Strap Tie for Masonry
<br />MTS12
<br />FL10456
<br />Twist Strap
<br />MTW12
<br />FL820-R2
<br />MTS16
<br />FL10456
<br />Twist Strap
<br />MTW16
<br />FL820-R2
<br />MTS 18
<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-RI
<br />PA51
<br />FL11476
<br />Foundation Strap
<br />TA51
<br />FL816-R1
<br />SP1
<br />FL10456
<br />Stud Plate Tie
<br />SPT22
<br />FL817-R1
<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 />711 846-3747 Fax 717-846-0355
<br />HlR Engineering, Inc.
<br />1418 E. Market St., Suite B
<br />Ycrk, PA 17403
<br />21 January 200
<br />Nick Thorr,pson, Product Manage.- S.iding & Metals
<br />Assoaa,ed Materials, LLC
<br />3773 State Road
<br />Cuyahoga Fal,s, Ohio 44223
<br />RE Flot:da Evaluation, Coventry Vinyl Siding, FB(2407
<br />Bear Mi. Fhocipson;
<br />T;:c follroxiiia Associated ."vlateria e vir iding pm r cr try has be h -,estcd and
<br />rely.ed in con orrnance with AS i vi L) ,67c�-06 an ropred by Florida BUA. ng Cody
<br />1107, paragraphs 1404.9 ai ci 1405.13, plus Florida Residential Code 2007, paragraph
<br />,) -) ; Structunal resting to SST'' D 52()6- as re:juiren by AS1 %l D 3679- was dome at
<br />Arciiiwctural Tesir". hic. and is epoited in ;7945 I1-10r9-4L -rd 82531.01-I09-40.
<br />T: Mine was ,.lone for Alside, Inc..which is owned b; Assr r i-.tad Mnt.�t:els, 1-].C.
<br />Coventry vinyl sirJing is pr hogs in uudigurationa. Double : , Li,.ble S Duf�h::ep,
<br />Double 4", Double 4" Dutchlap, arld 1'riDle 3", all v; iih z thickness of 0.042" A
<br />st'ant-tht^nine feature of this product ri lh�r it ha,% a rrrh d ^dgr• na 1 hr:m', u'.-loch form, a
<br />r
<br />nubh flit Hess at the nail h -� edge.
<br />d r k ,,
<br />1 have Fe_rtarrnt'd a cumbill:.,!i,n 0i .auonai au(l ,u-ukuctivr 8nal)-ca5 on, :his produiL
<br />which Includes the mandatory requirewwrits (if Annex A1.21 in ASTM 1) 3679
<br />)nstaiiatirm must be over 5I.S mir,irnum nailahle ;heaihing or In" miririnunn plywood.
<br />h:stultatiun fasteners lru•t be rou.`u18 rails w II, -:^3" rdiznwlei ;.cad. 1%8" diameter shank,
<br />and a ,ttni:num Icr nth o4 I- %ti f I11e allowahie de ign wind pressures for alf 5
<br />eonfiguratlnns Including Double �", Dcrub)c D„t..nlap, Doubl 4", F)oub 4"
<br />-
<br />Dutchia}n, and Triple " era -� 17 ,1;f for stud spaing. +% 115.3 psf to, ,..2' -tad
<br />pacing, and +/-86 5 psf for 16' stud spacing Jr, order to achieve these pressures, all
<br />Muds ntust have nails in theirl- imd a II rally must be in studs
<br />he abov vaiu s can be cC rlparet' directly to lhf= required wind leads in Chapter IPi of
<br />[h,: Florida Building Code. I trust that thu inforrnation is suff.c nt for the project neons.
<br />If there are any questions' about this report, or if anything aaditional is required, please
<br />advise me.
<br />Sinn'cerrlely yours;
<br />Allen N. Reeves, P.E.
<br />.Structural EngineerAVR:anr
<br />Florida License No. 19344
<br />Cc, 0901 0005
<br />Installing soffit and fascia
<br />Please note: Although vinyl soffits are manufactured with the same exacting
<br />I I
<br />standards as all vino products, UV Inhibitors
<br />yl p uc ib tors are not added to the vmy. formu.etlan
<br />as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal
<br />- - -
<br />Installation of soffits on walls is not recommended and cannot be guaranteed.
<br />' faselr
<br />Installing trim - Option A
<br />mom`'
<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 />; r
<br />resting against the bottom of the board. Secure F-channel on watt, lave) wdit to
<br />r _
<br />r-channel on the fascia.
<br />SON
<br />With dosed eave: use a J-channel in place of the F-channel at the wall. Secure ad
<br />Dptron A
<br />channels every 12' on center, in center of nail slots.
<br />----- - -
<br />Installing trim - Option B
<br />�u
<br />�
<br />When soffit only is applied, or when fascia panel is secured to underside
<br />tam
<br />of wood fascia.
<br />n ei
<br />�I
<br />Wnh open eave: Secure F-channell 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 save: Substitute .1-channels for the F-channels.
<br />Secure all channels in the center of the nail slots, 12" on center.
<br />Option B
<br />ir-lalling soffit
<br />1. Measure the distance between the inside of the inside and outside Dims. 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 />lo keep the soffit from sagging.
<br />-=--��
<br />2 Interiodt panels as you would vertical siding. Closed soffit can be secured every
<br />12• on center
<br />3. When fascia panel is net being applied, use an F-channel or J-channel at cornars
<br />Diagonal trim use
<br />of the overhang to properly finish the installation.
<br />4. Whon soffits meet at a corner, the pint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel.
<br />Straight trim use
<br />.IihiltlrRYS H<: work!
<br />f l
<br />KAYCAN-
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued November 1, 2008
<br />This report is suG)'er t to re-examination in two years.
<br />www.icc-es.0ra 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Courrcits
<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 />www.kayean.com
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC §IDtNG
<br />1.0 EVALUATION SCOPE
<br />Compliance with the following codes:
<br />■ 2006 International Building Codee (IBC)
<br />■ 2006 International Residertia/ Cpde°L (IRC)
<br />■ 1997 Uniform Building Code- (UBC)
<br />■ BOCAll 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 mof eaves
<br />(soffits).
<br />3.0 DESCRIPTION
<br />Kaycan PVC Siding is horizontal and vertical lap siding and
<br />sciffts 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- or wood -grain texture and is
<br />available in various colors with matching trim, comers, and
<br />starter strips. The panels are a minimum of 0.040 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 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, tamers, starter
<br />strips, Vim and other accesscoi items, shall be in acme dance
<br />with the manufacturers publisheC 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 ropy of the
<br />manufacturers published installation instructions shall be on
<br />the jobsite at all times dur ng installation.
<br />Solid sheathing and a water -resistive banier shag 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 Secion 4 For
<br />applications in excess of the orescrioGve requirements cr
<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 !BC, 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 m!s) [80 miles per
<br />hour (36 m!s) (fastest mile) under the UBC), and the building
<br />height is less than or equal to 40 feet (12 192 mm) I11
<br />Exposure C areas, installation must comply with the
<br />prescriptive requirements of IBC Section 14G5.?3, BNBC
<br />Section 1406.3.3, SBC Sector. 1403.9 or UBC Section 1405.
<br />as applicable.
<br />In jurisdictions enforcing the IRC.. instailaUor much comply
<br />with the prescdpth.e requirements of IRC Section H703.4 for
<br />areas where the basic wind speed (3-second gust) Is less than
<br />110 mph (49 mis) in Exposure B, and does not exceed 40
<br />mph (40 mis) in Exposure C or 85 mph 137 mrs) it Exposure
<br />D. For applications in excess of the prescriptive requirements,
<br />the design must be in accordance with IRC Section
<br />R301.2.1.1.
<br />For applications in excess of the prescdptive requirements,
<br />the Kaycan PVC Siding has an allowable negative wind load
<br />of 70 psf (3352 Pa) 144 psf 12107 Pa) under the 'UBCj when
<br />attached to a code -complying, minimum % inch -thick (10
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />attached with 1b2-inch-long (38 min), 3/e incn-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 fhis report.
<br />iCC-ES Lwhwnaa Rcpar: a+e x bo rn ut,a d w rep= e, m+g, uIh tiu w- dl+e, ar.,Wf. nw sp,1-dy add4. no• re tt.ev to br ro++tu„r<I
<br />u+drsemeur Jrhe subject;rtAe rpwr u-a rreww,o,dxia,Jin,o-,:m.7hereism wv,anry by lCC Evabentia: Sri:ia, A, ea -*sw in,uf,e,l,:u
<br />ro an) fmfing,v dbef =racier n: =pia sepw , or ae W ery pro:fercl ro,..,ra b3 ri,r .<ponLIM
<br />COpyrmhl €) 20e8 Page 1 02
<br />7'7-846-3747 Fax 717-845-0355
<br />HR Engineering, Inc.
<br />1418 E. l0arket St. Suite B
<br />York, PA 17403
<br />22 January 2009
<br />'ibd Hollian, N.E.. %dill inu4ator,
<br />Florida f3u' Id,m Code Commission
<br />d B rm n iind Assuciales. LLC.
<br />M,lami Beach, Pot ida 13140
<br />RE: Cr:rtitb:atlon of Independence
<br />Derr �Ai _iennan
<br />In cnnforrnance with Rule 9B 72.' 10, EA. C. "Criteria for Certification ni`
<br />n!i�pFr rn�c 1 nrfe- the ful;olviia :err ogluerec! 1va!2ssi. ri+l e .;ineer c) the state
<br />of Flor14a ,Vilh 11COISe numocr 19354. 1 Work it a ;ivc person consu!t;ne st-ucturai
<br />engtneenng fine, i.rR Engineering. Inc ' . of which 1 an) the majority owner -
<br />In rrix Ivoil, perturnnnp aii e;aklalion, 1 do n(A !save tier will I acquire, a financial
<br />rlteres u1 my Cc, "npary manutecturitng nr di uihuting prrduc:z for which th; reports are
<br />help€ iS5 Uis1.
<br />Ir. my P,:-I0rinu!e an C%aivation. I del not lid.-e, u+1r wilt, I acquire iinar.isl
<br />II;:rO.ct -n any o her euGty involved in the 5fior,)Vul urocuss A lk:e product.
<br />I
<br />I t ,1st .I.at [.I•j is tfi rent t he Eolidq 3uildiilCode t_'„nut i „on � r qua'cr ;en[,. '.f
<br />t1-rc :;re any q.,cst,ons about tn.s c_,,ifi:ztio i of :ndep,:lldeoce Jf it any'thrnt addiuonal
<br />r, r,�u d plea . ad):;e me.
<br />51n, crc lv ;'ours
<br />Hhlnc-
<br />aL� /�,. re,
<br />ditch 1- Reeves, P L
<br />Chirp Eneinrer
<br />ANR nor
<br />Cc: Assr,ciated nn,!,.r._, LLC
<br />09C 111U0`
<br />Installing soffit and fascia
<br />Installing fascia
<br />1 Install an undersil trim at the top of the fascia board.
<br />2. Measure d'stanca from the bottom of the F-channel to the top of rite undersill him,
<br />and then subiract iW for clearance. Out panel to width.
<br />3. Peiforale a col lo^e using snap-lar k punchapproximately every 8', ensurin
<br />g the
<br />tabs'fa,e outward
<br />p the 4. Hook ,n., of toe fast • -I aver h la ar>c o e the Fc annet and snap ,h., tabs into the
<br />leg P
<br />undersill trim :5 scfft is not be, )q installed, hook the fascia directly over the
<br />fasda board.
<br />An alternative to sna04cd, punch attachments to slide the too cf the fascia tiehird
<br />meta drip -edge.
<br />Overlapping fascia
<br />1. D'<arlap ras-;a by cutting Te, uoitoo', edge of the undedayinp panel, leaving
<br />a I t tz' tau to be Inserter: into over lapping panel.
<br />2. Overlap 314" !half me distance of the rolch)-
<br />Capping fascia
<br />To rake corner caps cut a piece of mnvl fascia that is 5 1;2" long.
<br />1 Mat k the vertical c rter:ine on the back of the olece.
<br />2. Our a 90' sechof of the bottom flange from the center, leaving a
<br />45' angle on wither side.
<br />3. Use a hand seamer or metal straightedge to fold fascia piece
<br />along vertical centerline to make a right-angled corner.
<br />4 Using a snap -lock punch, make
<br />Lips'ust below the to edoe of th
<br />uridersl trim
<br />v, I
<br />A w■9ia
<br />' pert
<br />Rena VI"
<br />feria 112" F•chanra!
<br />Fascia installation
<br />-'`I �'-1r7• over�p
<br />-��
<br />Fascia ovenapping
<br />e
<br />tr 3 p., i r
<br />gamer cap. making sure that tabs s
<br />fa; a outwaid Install corner cap by -
<br />la, ing the bct om over The existing
<br />F-channel and snapping the top J Fascia capping
<br />l
<br />edge into the undersill trim,
<br />KAYCAN "
<br />ESR-i495 I Most Wde,'y Accepted and Trusted
<br />Page 2 of 2
<br />W;nd resistance of the soffit panels i5 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 />The Kaycan PVC Siding described in this repodcompliesvith,
<br />6.0 EVIDENCE SUBMITTED
<br />or is a suitable aitetoa!ive to what is specified in, those codes
<br />6.1 Manufacturers ublished installation instructions.
<br />p
<br />listed in Section 1.0 of this report, subject to the follovring
<br />condi!ions:
<br />6.2 Data in accordance with the ICC-ES Evaluation
<br />5.1 The sitting is lim;ted to installationsonbuildings of Type
<br />Guideline for Vinyl Siding (AC37), dated October 2D08.
<br />V-B iIBC . Type 513 ('.?NBC), Type VI (SBC), and Type
<br />6.3 duality documentation in accordance with the
<br />V-N (UBC) construction, and to construction permitted
<br />Acceptance Criteria for Quality Documentation (AC10).
<br />ry the IR'C, as applicable.
<br />7.0 IDENTIFICATION
<br />5.2 The exterior walls shall be braced or shoathed to resist
<br />raclung roads with approved materials !n accordance
<br />The Kaycart 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 />ASTM. specification D 3679," the statement "Conforms to UBC
<br />solid sheathing capai of resisting design wind
<br />Standard 14-2", the name of the inspection agency
<br />pressures both positive and negative. The sheathing
<br />(ArchitecturaiTesting,Inc,),andtheevaluation report number
<br />shall be coverer, with a waler-resistive barrer, as
<br />(ESR-1495).
<br />required by the applicable code.
<br />TABLE 1-KAYCAN PVC $!D!NG
<br />r- MODEL __�__
<br />PROF)LE
<br />LENGTH
<br />P.oa.-d f. Satter:
<br />3 ngie 7 1rcn Vertical
<br />IU. 0"
<br />i 0-4 Avanii
<br />�- pauar- 4 ,rich Horzontal Dutch tap
<br />12' 6"
<br />D-4 Anaraufs
<br />Uoubla 4!"l," Horizontal
<br />12' .6-
<br />I D",, Uo .Iessa �
<br />Douote 5 indi, Horizontal
<br />�- - --
<br />12' 0"
<br />D-5 61.xn.;oc>`
<br />Duu61a S rn:! Ho!izontai Dutch Lap
<br />-- 0•
<br />D-5 \''edicai
<br />Lcwista�
<br />---"--
<br />Dnf,ble 5 inch Vertical
<br />rnra - �r b 4 �'nrJr Hrrizan taf
<br />----Sinoln
<br />12 _ 0•
<br />Newport
<br />6'.t<in�t Horzontal
<br />10• p•
<br />Goan Patk Brvei W
<br />_
<br />Dcuble 4.5 inch Horizontal
<br />l
<br />12'- 0-
<br />Crean Park Cove
<br />Double 4.5 inch Habontal
<br />12'. e'
<br />-W.nwn Serial 'D-4
<br />Dcuble 4 inch Horizontal
<br />1y S.
<br />Platinum Serie , U-4 Duta� Lai
<br />�~
<br />Double 6 inch Horizontal Dutch Lap
<br />12- - 6"
<br />Plafirwm Series T-3
<br />Triple 3 inch Horizontal
<br />12•.. 0"
<br />G nr+a
<br />Doable 4.5 arch Huraontat
<br />127_ 0"
<br />Sierra
<br />r T 3 Classic
<br />Dwble 4.5 Horizontal
<br />Triple 3 inch He: izwtal Dutch L2P
<br />171.01
<br />12'- 0"
<br />_ T-3 Horizcr(=_?
<br />Triple 3 inch Hom_ontai
<br />12,- 0"
<br />Ve•"ed a"
<br />D-bie 4 inch Perforated Soffit
<br />12'- 0'
<br />Vented 10-
<br />Double 5 irch Perforated Soff)t
<br />12'- 0"
<br />Solid 10"
<br />Center Vented 127/ ;rd 12"
<br />Double 5 inch Solid Soffit
<br />12'. e"
<br />TnlAc 4 inch Par!'Wy Perforated Soffit
<br />12• _ 6-
<br />Vented 1 G'
<br />Quadruple 4 inch Perforated Soffit
<br />12'- 0"
<br />Sntid 16"
<br />Ouadru ie 4 inch Soho Soffit
<br />ICC EVALUATION SERVICE. INC.
<br />Evaluate A Inform ■ Protect
<br />La A iiii,k. Brrain9asrReg oral Office • 4360 Workman Mill Road • Whim,. CA 9C601
<br />(562) 699-0543 phom • , b 695.4694 fax
<br />Certification of Independence for Evaluation
<br />ICC Evaluation Service, Inc.
<br />(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire,
<br />a financial interest in any company manufacturing or distributing products for which
<br />evaluations are issued.
<br />(2) !CC Evaluation Service, Inc., is not owned, operated or controlled by any company
<br />manufacturing or distributing products It evaluates.
<br />(3) ICC Evaluation Service, !nc., does not have, nor will acquire, a financial interest in any
<br />company rlanufactunrig or distributing products for which reports are being issued.
<br />r• cInc.,, - financial Interest m any
<br />;4) I,.G Evaluation Service, 1 does not have, nor will acquire: a a y
<br />other entry involved in line approval process of the product.
<br />v n Norse - President
<br />Ice Evaluation Service, Inc.
<br />0-1 dirk. • 1160 `>?••4mm Hill RoaJ, wh,ner. GI6,rn,a V601 a (162) 699Q711
<br />wwvr.icc-es.org Re.wnal .7rf<. • 900 M, cla!r Ru . i- A. 5v ., ,ha Ah- 31211 • (201) 19A9/00
<br />R<1Srna1 efi . • 4011 9(_ P ii,nd. Gun:=, C:.b Huh.!lln.•,< W473 • I'M) T99,1301
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