|
�s required by Florida Statute 553.842 and Florida Administrative Code 91!�-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 />ocal 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 />ISmooth
<br />IFL8838-Rl
<br />A. SWINGING
<br />Plastpro Inc./ Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />FL6184-Rl
<br />+65.01-65.0 psf
<br />ThermaTru
<br />Star/Fiber-Classic
<br />+55.01-55.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL12441
<br />+47.01-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 4201430
<br />FL12274
<br />+40.01-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Product*
<br />Resi d enti al V`Arl Doors M (SX7)
<br />FL5675-R3
<br />+30.01-32.0 psf
<br />.Clopay Building Products
<br />Resi d enti al VIAndCode Doors W5 (16X7)
<br />FL5675-R3
<br />+30.0/-30.0 psf
<br />(u5ed o� whid sp,-,d, cver �20 npr)
<br />Clopay Building Products
<br />Residential VAndCode Doors VW (8X7)
<br />FL5675-R3
<br />+37.01-41.0 psf
<br />(,wsea Ir. vvlipo,�Peedc ovet �2,) qiptil
<br />Clapay Building Products
<br />Residential Wiri Doors VW (16X7)
<br />FL5675-R3
<br />+37.01-37.0 psf
<br />Amarr Garage Doors
<br />Model #500 Classica (8x7)
<br />FL5427-R2
<br />+40.11-47.4 psf
<br />.Amarr Garage Doors
<br />Model #500 Classica (1 6x7)
<br />FL5427-R2
<br />+ 38.41-43,7 p sf
<br />Amarr Garage Doors
<br />Model #600 Stratford l
<br />FL5302-Rl
<br />+ 40.11-47.4 p sf
<br />Amarr Garage Doors
<br />Model #600 Stratford (11 6x7)
<br />FL5302-Rl
<br />+38.41-43-7 psf
<br />D. OTHER
<br />2. WINDOWS
<br />A� SINGLEHUNG
<br />General Aluminum Company
<br />Series 155011570
<br />FL14412
<br />+47.21-50.0 psf
<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 />+40.01-40.0 psf
<br />C. FIXED
<br />General Aluminum Company
<br />Series 155011570
<br />FL13199
<br />+40.01-40.0 psf
<br />General Aluminum Company
<br />Series 190011970
<br />FL13199
<br />+40.01-40.0 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. 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"116" Vented Soffit
<br />FL12199
<br />+70.01-70.0 psf
<br />C. OTHER
<br />4. ROOFING PRODUCTS
<br />A. ASPHALT SHINGLES
<br />Certain Teed Corporation
<br />CT20 (and AR), Landmark 30140 (and AR),
<br />XT25 (and AR), XT30 (and AR)
<br />FL5444-R2
<br />NIA
<br />B. UNDERLAYMENTS
<br />C. ROOFING FASTENERS
<br />D. ROOF VENTILATORS
<br />Southeastern Metal
<br />WeatherVent
<br />FL11024
<br />NIA
<br />Florida Metal Products, Inc
<br />Vent RV10
<br />FL2075-R4
<br />NIA
<br />E. ROOFING TILES
<br />F. ROOF TILE ADHESIVE
<br />G. OTHER
<br />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 psf
<br />6. STRUCTURAL
<br />COMPONENTS
<br />A. WOOD CONNECTORS/
<br />— ANCHORS _USP
<br />Simpson Strong -Tie
<br />see chart
<br />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-Larn SP
<br />FL1644-R2
<br />WA
<br />Boise Eng. Wood Prod.
<br />Wood I -Joists ALLJOIST
<br />FL1645-R2
<br />N/A
<br />D. MATERIAL
<br />FECIP Co!2. (Cast -Crete)
<br />High Strength Concrete Lintels
<br />FL158-R3
<br />NIA
<br />VVekiwa CP
<br />Pre -cast and Pre -Stressed Lintels
<br />FL1418-R2
<br />NIA
<br />Lott's CP
<br />Lintel
<br />FL12045
<br />N/A
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />FL1774-R2
<br />NIA
<br />Powers Steel, Inc. IPower
<br />Box Lintels --tFIL13264-131
<br />NIA
<br />The products I isted below did not demonstrate product approval at plan review. I understand that at the time of ins pectic) n 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 />ir�
<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 />FL10456
<br />Hurricane Tie
<br />RT16
<br />FL565-R3
<br />H2.5
<br />FL1 0456
<br />Hurricane Tie
<br />RT7
<br />FL565-R3
<br />H6
<br />FLI 0456
<br />Hurricane Tie
<br />LFTA6
<br />FL820-R2
<br />HCP2
<br />FL1 0447
<br />Hip Corner Plate Connector
<br />HHCP2
<br />FL817-Rl
<br />HDQ8-SDS3
<br />FL1 0441
<br />Holddown
<br />UPHD8
<br />FL817-Rl
<br />HETA1 6
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA1 6
<br />FL821-Rl
<br />HETA20
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA20
<br />FL821-Rl
<br />HGUS210-2
<br />FIL1 1468
<br />Truss Hanger
<br />THDH210-2
<br />FL821-Rl
<br />HHETA40
<br />FLI 1473
<br />Embedded Truss Anchor
<br />HSUR/L41 0
<br />FL1 0655
<br />Heavy Skewed U Hanger
<br />HTS16
<br />FL1 0456
<br />Heavy Truss Strap
<br />HTVV1 6
<br />FL820-R2
<br />HTS20
<br />FL1 0456
<br />Heavy Truss Strap
<br />HTW20
<br />FL820-R2
<br />HTT16
<br />FL1 1496
<br />HDITension Tie
<br />HTT16
<br />FL821-RI
<br />HTT22
<br />FL1 1496
<br />HD/Tension Tie
<br />HTT22
<br />FL821-Rl
<br />HUS41 0
<br />FL10531
<br />Joist Hanger
<br />HUS41 0
<br />FL821-Rl
<br />HUS412
<br />FL1 0531
<br />Joist Hanger
<br />HUS412
<br />FL821-Rl
<br />HUSC410
<br />FL1 0655
<br />Joist Hanger
<br />HUSC412
<br />FL1 0655
<br />Joist Hanger
<br />ITT
<br />FL1 0667
<br />TF I -Joist Hanger
<br />THO
<br />FL815-RI
<br />IUT
<br />FL1 0531
<br />I -Joist Hanger
<br />THF
<br />FL815-Rl
<br />LGT2
<br />FL1 1470
<br />Light Girder Tiedown
<br />LILIGT2
<br />FL817-Rl
<br />LSSU210-2
<br />FL1 0447
<br />Slopable/Skewable Hanger
<br />LSSH31
<br />FL816-Rl
<br />LSSU28
<br />FILI 0447
<br />Slopable/Skewable Hanger
<br />LSTA1 2
<br />FIL1 0852
<br />Strap Tie
<br />LSTA1 2
<br />FL816-Rl
<br />LSTA1 8
<br />FIL1 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 />LTS12
<br />FL10456
<br />Twist Strap
<br />LTW1 2
<br />FL820-R2
<br />LTS16
<br />FL1 0456
<br />Twist Strap
<br />LTW1 6
<br />FL820-R2
<br />LTS1 8
<br />FL1 0456
<br />Twist Strap
<br />LTVV1 8
<br />FL820-R2
<br />LTS20
<br />FL1 0456
<br />Twist Strap
<br />LTXN20
<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 />FL1 0866
<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 />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 />FILI 1473
<br />Strap Tie for Masonry
<br />MTS12
<br />FL1 0456
<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 />NITW1 8
<br />FL820-R2
<br />MTS20
<br />FL1 0456
<br />Twist Strap
<br />MT\N20
<br />FL820-R2
<br />MTS30
<br />FL10456
<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 />FL1 0655
<br />Face Mount Joist Hanger
<br />ET
<br />FL1 1506
<br />Epoxy
<br />HID Titen
<br />FL2355-R3
<br />Titen Anchor
<br />717-846-�747 717,846-00555
<br />HF,1 Engineering, Inc.
<br />1418 E. MafKet 8t., 5kiite B
<br />York, IPA 17403
<br />,n,iary 2009
<br />N;,ck TnorrIpsoH, Pioduc�, Mana�,.er Sid;rw,�k T,,11-triak
<br />As�ocin!,ed Maleiial�, ILC
<br />3773 Stale Ro�(Il
<br />Cuva,,roga Fa[lsi Qhjo 441223
<br />RE: F(ol ida E% alriation, C,,)verrtr_y Vinyl ' iding, FBC 200,
<br />Dear Mr. "I'hornirson:
<br />]'lie follnwinL Assoc�blud vir 1 sidn"", ploducl; Coventry hL's bterl tested and
<br />nalyzed in conk�irrijrrciri uilh ASTM D 3679-05 as required by Florida Eirjilcling Code
<br />2007, paragiphs 1404,9 ancl 1405.13t riuls frinri�-_Ip pnsic,e,�riai C'o& 200, p,.r�ip,,rc,3pi-,
<br />701111 Stjirctu,al tp�;Img to ASTM 1) 5,206, is required lb� AST%� D .36,79, was dorre at
<br />Architectural Testing, Inc. arid !.�, rcpor�;�d in 77h,15.01-1094,) Prid 825371,01-109-01
<br />Tesnng was donQ for Alside, Inc- which i., owned b,v Associated 'Nfateriajs, 11-1-C.
<br />Coventry virryl siding is procInced i�! 5 cc-rifigurations. DoLible 5", DOUIDIP 5"
<br />Double 4" , Double 4" Dutchlap, --rd "FriPle -,"; :111 willi a fh�ckriess of 0.042" A
<br />stren2dieniq featin-e'afthu Pioduct iz �hat it has a "rolled cdlge nw�l ljefn"� vhich virnis a
<br />double thickness al. tile nail hern edge.
<br />I Jh.av,� pdficinicd a corr,�Ljination of iational aod coniparative, ar)ANses (,4,l fi�oduc�
<br />vvhicb � lnaluO�,,s the niandatoi v iequifernents of Annex A1.2.1 in AS'I'M D 3679
<br />lln,�talllliq'p mlx�t lie o'er 5/9" rnalin)urn nailalyle sheathing or V�" rininirriurn plywond.
<br />TrIUS' he roofing riniks widi .3/8" diarnetf,,r 1 �?ad, 1/8" d iarno�er stirrik,
<br />RISIgrl vvind piess-oros for all 5
<br />irid a rio)irrivrin, length c: 1-5/F' Thv, allow8hdc�
<br />corrfigurationi� nicluding I-)ouilic! 5", Double 5" Dutchlap, Double 4", Dooblo 4"
<br />Elutchtitp, arid Triple 3" ale +/- [773 � �f loi 8" ztud spicini�. + psf -' 112" stud
<br />p 4ol
<br />spacir�g, arro +1-86.5 psf for 16" SlUd SIXICing, In order to ichieve tlht��e pressriie�, ill
<br />studs. rinuutsir'b"aV't, nails iq� dvern ancil 11 nails inust be in studs.
<br />Tile abcyve kAldes can be euiripated d�l,--clIV Lb tile reqUired WiRd l0ad-S in, Ola-Pler 1(1 Of
<br />fine Florida Building codc. I trlst that lhi� illforrria',ion �s aufficient IoT die project needs.
<br />If 11here, are illy qnneslionc about thr� report, or i! nnytliin� addition�l is iequircd, plellse
<br />Pdvi,�e.rne.
<br />Sireerr,.Iv ycilirs;
<br />Allen. N. Reeves. P,E
<br />sOuctural ErIlp--er
<br />ANR:anr
<br />Floricti License No, 1935-4
<br />Cc 0or)j0005
<br />w2 ) oJOAIW14,4�, 2�aql
<br />717-84C 3747
<br />9 -Wilk
<br />KR Engineering, Inc.
<br />1418 E. Market St., Suite B
<br />York. PA 17403
<br />Tcd Berindn, RE, -`,dminisrator.
<br />Firn ida DuAding C,,)de ornin-issic"n
<br />'R
<br />� etolan andAssociate's,
<br />925� 4 1 �� Street. �3'u� te � 04
<br />_M taint Bonch, Floi ida 33140,
<br />Certi�,'icarlion ()I fridcoend�,nce
<br />Deal Mr, Bn%rrnan
<br />26
<br />Installing soffit and fascia
<br />Please rrote� Although vinyl soffit's are manufactured with the same exacting
<br />standards as all vinyl products; JV Inhibitors are riot added to the vinyl formulation
<br />as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal
<br />installation of soffits on walls is not recommended and cannot be guaranteed.
<br />Installing trim - Option A
<br />When fascia is applied without exposed nailing
<br />With open eave: Secure F-channel to the exterior of the fascia with the top leg
<br />resting against the bottom of the board. Secure F-channel on wall, level with the
<br />F-channel on the fascia
<br />With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all
<br />channels every 12" on center, in center of nail slots,
<br />Installing trim - Option B
<br />When soffit only is applied, or when fascia panel is secured to underside
<br />of wood fascia.
<br />With open save: 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.
<br />Secure all channels in the center of the nail slots, 12" on center.
<br />lr�lalling soffit
<br />I Measure the distance between the inside of the inside and outside trims. Allow
<br />1/4' per s de for expansion and cut the panels to length. Insert panels into Inars.
<br />For eaves over 1V'in width, you will need to install intermediate nailing supports
<br />to keep the soffit from sagging,
<br />2. Interlock panels as you would vertical siding. Closed soffit can be secured every
<br />12" on center
<br />3. When fascia panel is not being applied, use an F-channel or J-channel at Comers
<br />of the overhang to properly finish the installation.
<br />4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel.
<br />f �lmo Sal
<br />Option B
<br />,roeaek H-Channel
<br />Installing soffit and fascia
<br />Installing fascia
<br />I . 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 ofthe undersill trim,
<br />and then subtract 1/4" for clearance. Out panel to width.
<br />3 Perforate the cut edge using snap -lock punch approximately every 8', ensuring the
<br />" tabs' face outward.
<br />4. Houk the leg of the fascia panel over the F channel, and snap the tabs into the
<br />undersill trim. If soffit is not being installed, hook the fascia directly over the
<br />fascia board.
<br />An alternative to snap,4ock 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 IJ2' tab to he inserted into overlapping pariel
<br />2. Overlap 314" (half the distance of the notch).
<br />md-11 W.
<br />Fascia installation
<br />"it.1i
<br />Fascia overlapping
<br />,114'
<br />Capping fascia
<br />To make corner caps, cut a piece of vinyl fascia that is 5 112 long.
<br />1. Mark the vertical centerine on the back of the piece.
<br />4
<br />2. Cut a 90' section of the bottom flange frorn the center, leaving a
<br />46' angle on either side.
<br />3. Use a hand seamer of metal straightedge to fold fascia piece
<br />along vertical centerflne to make a right-angled corner.
<br />4. Using a snap -lock punch, make
<br />tabs just below the top edge f the
<br />corner cap, making sure thatotabs
<br />face outward. Install corner 0 p by
<br />looking the bottom over the existing
<br />F-channel and snapping the top
<br />Fascia capping
<br />edge into the undersill trim,
<br />KAYCAN- I KAYCAN'
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued Novernber 1, 2008
<br />This report is subject to re-examinartion in two years.
<br />www.icc-es.org 1(800) 423-6587 1(562) 699-0543 A Subsidiary of the Intemational Code Councit"
<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.kaVcan.com
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUATION SCOPE
<br />Compliance with the follovving codes:
<br />20061nte ational Building Code (IBC)
<br />2006 Intermnational Residenlial Cod,30 (I RC)
<br />1997 Uniform 8uilding Codelm (UBC)
<br />BOCA' Nallonal Building Code/1999 (BNBC)
<br />1999 Standard Building Code (SBC)
<br />Properties evaluated:
<br />• Exterior veneer
<br />• Wind resistance
<br />2,0 USES
<br />Kaycan PVC Siding is used as an exterior veneer and as
<br />closure material on the underside of exterior roof ua�es
<br />(soffits)
<br />3.0 DESCRIPTION
<br />Kaycan PVC Siding is horizontal and vertical lap siding and
<br />soffits manufactured from rigid polyvinyl chloride tPVC)
<br />conforming to the requirements ofASTM D 3679 The siding
<br />is used as an exterior wall covering over solid sheathing and
<br />as soffit. The siding has a plan- or wood -grain texture and is
<br />available in various colors vvith matching trim, comers, and
<br />starter strips. The panels are a minimum ofO.040 inch (I 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 />loweredg8 that hooks impthe upper edge ofthe lower Course.
<br />The s;lding is produced in different profiles as described in
<br />Table 1 of this report.
<br />4.0 INSTALLATION
<br />4.1 General:
<br />Installation ofthe siding, including the panels, comers. starter
<br />strips, trim and other accessory items, shall be in accorclance.
<br />with the manufacturer's published installation instructions, the
<br />applicable code and this report. In the event of a conflict
<br />between the manufacturens published installation instructions
<br />and this report, this report shall govern. A copy of the
<br />manufacturers published installation instructions shall he 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 applicabie
<br />code
<br />The allowable wind loads are as noted in the prescriptive
<br />requirements of the applicable code. See Section 4.2 for
<br />applications in excess of the prescriptive requirements or
<br />where the app, icable code does not provide prescriptive
<br />requirements.
<br />4.2 Wind Resistace:
<br />Design wind pressures must be determined in accordance
<br />vvhl) Chapter 16 of the IBC, SBC, UBC or BNBC or Section
<br />301.2-1.1 oftho IRC. In areaswhere the basicvvind speed (3-
<br />second gust do not exceed 100 mph (45 mis) [80 miles per
<br />hour (36 m1s) (fastest mile) under the UB% and the building
<br />height is less lhan or equal to 40 feet (12 192 mm) in
<br />Exposure C areas, installation must comply with the
<br />prescriptive requirements of IBC Section 1406.13, 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 basiewind speed (3-second gust) islessthan
<br />110 mph (49 mist in Exposure B, and does not exceed 90
<br />mph (40 m/s) in Exposure C or 85 mph (37 m1s) in Exposure
<br />D. Forapplications in excessofthe prescriptive requirements,
<br />the design must be. in accordance vvith IRG Section
<br />l 1.1 �
<br />For applications in excess ofthe prescriptive requirements,
<br />the Kayc�m PVC Siding has an allowable negative wind load
<br />of 70 psf (3352 Pa) (44 psf (2,107 Pal under the UBC] when
<br />attached to a code -complying, minimum %-inch-thick (to
<br />mro), structural -rated OSB sheathing. The siding shall be
<br />attached with 1'1,-inch-long (38 mm), 'linch-diameter-head
<br />(10 mrip), 'Icinch-diameter-shank (3 mm), corrosion-resistani
<br />roofing nails spaced 6 inches (152 mm) on center. The
<br />structural sheathing and framing to which the siding is
<br />attached are outside the scope ofthis report.
<br />"'Y'th" �, ' It` 1�b,`d
<br />i Th—, o ....... ly b, ICC S,, -k, A,, "P wvdi,l,
<br />Copvnghl �) 2008 Fg� 1 f 2
<br />�ax 717-846-0355
<br />22 Janu,,p,� 2009
<br />In �vith Rule �,B-721 10, C. 'Tnteria fur Ctrtification,
<br />Independence", Hit-, fcrllomin,�. I an't a repstered professional engineer in rbe scl[e,
<br />of Flozida Nviih liense nurribei 19354� 1 work, in a tw,) per�on con�ulwW� ,��rrc[tvai
<br />en�ineernlg firn), "IIR Engineecing, of �,,�ich I ani the nhajoilL.V oWner.
<br />In !wv work pelforintn' an do flut: nor -ill I acquile, a firrallcial
<br />ill any co'llpally lriniufqc0�ring or distributiny, proclucts� "or which tile repo:ts are
<br />bl�ing ssuiod.
<br />In tny work P(l.rfortninp, an evAivation, I do nQ1 have nor will I acquire, I finir],Jal
<br />ntorest in any orh�,r ,�nLilv jrivolvcd in Th,,� approvc] Froc�,_Sq of In" prndllct�
<br />I trinst thint tfiif� is for the Florida Buitding, Cod'? Corrinussion's requtioneirils. if
<br />�hi�rc ave in%y,,qucst;ons about Oii,,- �erriflcitiofr of indQf--cildo�nce. or if an� I tfiii�g addkioi�ai
<br />ts required, -Please advi�e ri-,-�
<br />Sincere]) vours-.
<br />I-IR Engineering. Inc.
<br />Allcv, N. ReQves, F.F.
<br />Chief En6neel
<br />A NR�arr
<br />As-,oc ia ted Ma reri P.I3. IA C1
<br />,Ogo ', (�oo �-,
<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 cc,niplieswith,
<br />or is a suitable alternative to what is specified 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 constmation pprrinitted
<br />by the IRC, as applicable,
<br />5.2 The exterior walls shall be braced or sheathed to resist
<br />racking loads vvith approved materials in accordance
<br />with of the applicable code.
<br />5.3 The siding shall be installed only on exterior walls o�er
<br />solid sheathing capable of resisting design wind
<br />pressures both positive and negative. The sheathing
<br />shall be covered vvith 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 vvith the ICC-FS Evaluation
<br />Guideline for Vinyl Siding (AC37), dated Octobpr2008.
<br />6.3 Quality documentation in accordance vvith 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 report number
<br />(ESR-1495).
<br />TABLE 1—KAYCAN PVC SIDING
<br />MODEL
<br />PROFILE
<br />LENGTH
<br />Board & Baum
<br />Singe 7 oh V.rtical
<br />17 -
<br />D-4 A—li
<br />Double 4 inch florizortal Dutch —Lap
<br />12'-
<br />D-4 Marquis
<br />Double 4 inch H�rlzontal
<br />12'- 6"
<br />D-5 Cont�sa
<br />Double 5 inch Horiznntal
<br />12'- 0"
<br />D-5 Elepno.
<br />Double 5 inch Horizor,tal Dutch Lap
<br />12'- 0'
<br />D-5 Vertical
<br />Doubt. 5 i-h V�n�l
<br />101 - 0"
<br />Lewiston
<br />Do�ble 4.5 inch Hari—tal
<br />12'- 0"
<br />Nowp.rt
<br />S,ngl. 6'1, i-h H.nzom.l
<br />101-01,
<br />Ocean Park B-1
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />O�- Park C.-
<br />Double 4.5 inch Horizontal
<br />12'- 0'
<br />Pl.dri.m S.ri- D.4
<br />Double 4 inch Horizontal
<br />12' - 6"
<br />Platinum Sen- D-4 D.th L.p
<br />D.ul)l� 4 in.h H!Cil Dut.h L.p
<br />12'- 6"
<br />F,latin— S.6- T_3
<br />Triple 3 inch Horizontal
<br />12'- 0"
<br />P,
<br />D.ublc 4.5 Inch
<br />12'- 1"
<br />D..Iul. 4 5 11.6,L�l
<br />1Z - I"
<br />T-3 Cla-i.
<br />Triple 3 inch Hon-rital Dutch Lap
<br />12'- 0"
<br />T-3 Horizontal
<br />Triple � inch Horizontal
<br />12'- 0"
<br />V.nt.d V'
<br />Double 4 inch Perfomted Soffit
<br />12' - - - 0"
<br />Ventr,d 19'
<br />D-bl. 5 1-h P.rfa.tiad Soffit
<br />12'. 0"
<br />Solid 10"
<br />Double 5 incir Solid Soffit
<br />121-01,
<br />Center V.nted 12"1S.1id 12"
<br />Triple 4 inch Partially Perforated Soffit
<br />12'- 6"
<br />Vented 19'
<br />Quadruple 4 inch Perforated Soffit
<br />12'- 0"
<br />S.fid 16'
<br />Otiadrupl� 4 iri.h Solid S.Mt
<br />12' - 0"
<br />27
<br />CD
<br />CD
<br />Cn
<br />—Cu
<br />>
<br />2--o
<br />0
<br />cu
<br />0
<br />4-
<br />Cn
<br />CU
<br />C:)
<br />.0
<br />4-0
<br />Ca
<br />U_
<br />CU
<br />>
<br />.Cn
<br />Cn
<br />a)
<br />E
<br />L_
<br />0_
<br />1E
<br />ccn,
<br />-0
<br />LP
<br />-CU
<br />co
<br />04
<br />D
<br />ICC EVALUATION SERVICE, INC.
<br />E,al..re - I�f - P,ot��t
<br />L. Arrpl. B-!.iR�gi ... I Offic, - 5360 W,,,k— ' Mill R-d Wl CA 90601
<br />1562) 699-0543 ph,- - (562) 6954694 fa. E
<br />Certification of Independence for Evaluation =3
<br />[CC Evaluation Service, Inc.
<br />(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or Will it acquire, (D
<br />a financial interest in any company manufacturing or distributing products for which (D
<br />evaluations are issued. C_
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<br />manufacturing or distributing products it evaluates.
<br />(3) 1CC Evaluation Service, Inc., does not have, nor Will acquire, a financial interest in any
<br />company manufacturing or distributing products for which reports are being issued. >
<br />(4) ICC Evaluation Service, Inc., does not have, nor vAll acquire, a financial interest in any 0
<br />other entity involved in the approval process of the product. 0 L_
<br />;a4 4n,
<br />ian Nosse � President
<br />ICC Evaluation ServiGe, Inc.
<br />112—
<br />=:3
<br />U-1
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<br />1.,o.] Offi 5)60 W,.k--- M,11 R,,,J. Wh,11.1. (562) 09.0513 ;Z
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