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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online Page 1 of 4 yS r cTpy�4'v" di a 3a.., w t r r`r H firma 3x0�r x7d'}" 7 ``ff LL� ;; kittQxkw 1 ti �� � i�n (-��Y�VIrsL4i �z� ��.� �a��+ SI;z r � � 's,.., �SkP,.� r^} •'� ��sy gam„ r� �°� .�� tv St Lucie Coup ,��"��""�' w �i 'sc,�x xF x r*a M't.*:!uv!.'^i"' ai *" ". a'4.•'..%'�a?±, .. .` a=.'r'.4�.r �, �}ve�..;n vxs :s�.',. y..`a „ k Y�r"^ I 7 -w ,I n3�, ` dam' 4 �%MI BCIS Home Log In ' User Registration Hot Topics i Submit Surcharge Stats & Facts Publications F taff BCIS Site Map - Links ; Search Bushes " ` ` Professiaral UProduct Approval SER: Public User �1otion F—t`rrr ;,ren;t?rra > Product or Aonhcatlon Search > Aoot:cat!on Lsf. > Application Detail oi�� A Y54 l�K��� rkC'� tia��c FL# FL4904-R5 Application Type Revision u; �k: Code Version 2010 94 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived i Product Manufacturer iMasonite International Address/Phone/Email 11955 Powis Road (West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber :sschreiber@masonite.com Technical Representative Address/Phone/Email E CO Quality Assurance Representative FILPle6"Y Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option.A Date Submitted 1,0/12/2011 .- Date Validated 03/18/2012 httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtelulwHNbbiSc... 3/26/2012 Florida Building Code Online Date Pending FBC Approval Date Approved Page 2 of 4 y{ 03/26/201 ,' , ``, COPY summary ur rruuucu FL IMadel, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Single Door Door Units I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I FL4904 R5 C CAC N10061 10.01..rdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering tolthe 11.4904 R'S II f L0128.utif Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads ford Buildings and Other Structures, does not exceed the Created by Independent Third Party: Evaluation Reports design pressures listed. 3'-0" x 6-8" max nominal Isize. 1-14904 R5 Ai.. .)04A.Ddf When large missile impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG- MA-FLO128-05 for details. 4904.2 Wood edge Steel Side-Hlnded 8'-0" Opaque I/S and O/S Single Door Door Units t Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC NIa061].0.02..11,df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions ! Other: Evaluated for use in locations adhering -to the FL4904 R`_i 11 FL0129.prf Florida Building Code including the High Velocity I Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for I Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0" max nominal size. FL4904 R� tat3 50L3�ydf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG- ; MA-FLO129-05 for details. 11 4904.3 Wood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Door Units I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C: CAC N1006110.01.ur f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 RS 11 FLi11128odf Florida Building Code including the High Velocity I Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for I Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6-8" max nominallsize. 1°1.4904 R5 AF S1l7A.rrJf When large missile impact resistance is required, ' Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0128-05 for details. 4904.4 Wood -edge Steel Side -Hinged 8'-0" Opaque I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL4904 R5 C (;�C:__h100b110_01,a�f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FI-4904 R5 11 FL0129.ndf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R5 AE_SA� 0117f When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0129-05 for details. 4904.5 Wood -edge Steel Side -Hinged 8'-0" Opaque O/S w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC N1006110.02.rdf httn://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 3/26/2012 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +50.0/-45.0 1 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R5 II FL0129 pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 RS AE 501A.jt When large missile Impact resistance is required, Created by Independent Third Party: Yes } hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- i FLO129-05 for details. 5 4fls . : W____�' ' WOOd^Co"ge=Steel SidvHinged=•� 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites i DoQr�Units' F Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: Yes I-L,190,1 P.5 C CAC N1006110.03.rulf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Resign Pressure: +50.5/-50.5 Resign Installation Instructions Evaluated for use in locations adhering to the FL4904 R5 11 11.0130.yif Florida Building Code including the High Velocity I Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for I Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL41)04 RS AE .1202A.ndf W en large missile impact resistance is required, j Created by Independent Third Party: Yes j huL0rricane protective system is required. See DWG- A- , F130-05 for details. i 4904.7 ::]Wood -edge Steel Side -Hinged 8'-0" Glazed I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 RS C CAC N1006110,04.n& Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +40.0/-45.0 j Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R5 II f-L0131,,13df Florida Building Code including the High Velocity I Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for I Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. 114904 RS AL 501A_Wf When large missile impact resistance is required, j Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- FL0131-05 for details. 4904.8 Wood -edge Steel Side -Hinged 8'-0" Glazed O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI-4904 R5 C CAC N1006110.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +45.0/-40.0 I Installation Instructions Other: Evaluated for use In locations adhering to the FI-4904 R5 11 FL0131.1)t1f Florida Building Code Including the High Velocity , Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R5 AC- 5(,I1A.Ddf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- 1" FL0131-05 for details. . 11 1� COPY e ,4 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, copyright 2007-2010 State of Fiorida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@)dbor.state.fl.us. Product Approval Accepts: ME ER im - hftn-//vv"mi flnridahui1dinor nro/nr/nr ann rltl_acnx?naram=w(iF.VXnwtDotelulwHNhhlSc--- 3/26/2012 ❑A!/Lajr/!•lTIC'` SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES GFNERAI NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE ANO WHERE ?RESSURE REQ'J-REMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUI-DINGS AND OTHER STRUCTURES, DOES NC- EXCEED THE DESIGN PRESSURES LISTED. 2. IIURRICANC PRO-CCTIVC SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAOLE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FB.^.. 4. POLYURETHANE CORE FLAME S°READ INDEX OF 50 AND SMOKE JLVLLOPEU INDEX CF 60 PER ASTM E84. 5. PLASTICS cTESTING OF JTE FRAME MATERIAL: ­11 SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM 02843 -3.4% TENSILE STRENGTH* ASTM D638 7.50%, RIFF • COMPARATIVE TENSILE STRENGTH AFTER WEAIHL4UNG 4500 HOJRS XENON ARC METHOD 1 ®® ®® ®® a ' SI.NGLE DOOR UPJIT DOUBLE DOOR UNIT TABLE OF CONTENTS 911-11 # DESCRIPTION _ 1 _ " 2 TIP ]CAL ELEVATIONS _9c. GENERFL NO -ES AN^F+ORINC LOCATIONS & DETAILS 3 1ANCHORING LOCATIONS & DETAILS SINGLE DOOR LINTI WITH SIOELITE Izzabom o .- U � UJ Ia9° MAX. OVERALL FRAME MDTh Z 21" MAX - 16.375" MAX. �J D.L.O. PANEL WIDTH - _ c37.5" MAX. ¢ G7 W/ASTRAGAL I I FRAME WIDTH C C: In � { W '7- ' z �U I T- a I g W I � goo S 0 OC . J W O W a omw Nc fY q ¢ 5 3 4O DOUBLE DOOR UNIT W/S'DELITES Ad&rdu6 b NAMI Ce*xatim U. Reviewed BK r! .' 1 0 DateRevem:'_ ago SINGLE DOOR UNIT WITH SIDFLITE SINGLE DOUR UNIT W/.SIDELITES i 'JOI1B1c1700R UNIT WL.51DEUTES DESIGN PRESSJP.E RATING VIHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE_ CONFIG I MAX WIDTH INSWING OUTSWINC INSWING CUTSWING X 37.5 +70 U -70:0 -70.0_/---70 0 -50.0 -45.0 �'.9.0 -19.0 +70.0 XX 74 +45.0 -50:7- +19.0 , -^19.0 +45.0 OX or XO 1 75 OXO 112.5 +45.0 -500 -•45.0 %"-50.0 +50.0 -45C +50.0 -45.0 +19.0 -19.0 r 19.0 , -19.0 149 +4oC -SO.0 +5O.O -45.0 +19.0 , -19.0 +45.0 t 45.0 N.T.S. ezx1.3Y: SW'S (CURT BALTHAZOR CRAWlt' %0.: FLORIDA P.E. DWG-NA-:I0129 #56533 6" r SEE DETAL �J 3" E:, 3"—— 3 I�92.-u^. 3" A —I Y 3" C iEE DE i �► I. I I I 1 1 F- 6' — 6' — 6" I 3 — I I _ I - 8 8 L I I l I I a I J �� 1 1 1 U W Q V, rn CY a 0 m 3" —I 3" �- 3' 3„ SEE DETAIL --i '— 6" "F„ AWento to NAM CeRTa2Wa No: o . • c . �f _ Reviexd 9y: � i Date Rer'ewtd: 's.! #10 x 2" #8 x 2-1/2" #8 x 2-1/2" #10 x 5/8" #10 x 2" #8 x 2-1/2" ' ' #10 x 3/4" 0 #10 x 5/8' DETAIL_ ''E ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "C" AS SHOWN. DETAIL,__"D" TYPICAL _ f;� 0.96i T� INSWING THRFSH01_D OUTSWING THRESI-OLD 0 V SEE DETAIL .C" ASTRAGAL. RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO T--IE S-RUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL IG (1/6- TEMP. GLASS) DOW 995� OPTIONAL DECORATIVE INSERT A- A_Vu, 5-.EEL OR BUTYL SPACER 1/2' BRE r_�#6 X :-1/2' PHS :OW 995/ rxr�loP I�I�ssa TfFfCAL GLAZtftG DETAIL � 00 0 U � a� ¢ v) r �o 0 ZaJ F` LO U z� Q ti I-Lj UC 0 s 'E-- N.T.S. Dn. BT, SWS CNK. BY. SEE DEM- SEE DETAI "C" SHT. SEE D=TA D" SHT. J ATTACHMEN- DETAIL "F SHT. 2 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #625' 4) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS 1.25" BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN _ 0.25" THRES-IOLD FASTENERS ANALYZED =OR THIS UNIT INCLUD= ` MAXH #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE P—ACED IN S—IIM SPACE AT EACH ANCHOR CL— LOCATION. TAPCON EDGE DISTANCE MIN 2— /2".`r° 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD ,AND SILL UNITS. BACK TO TYPICAL MASONRY BACK JAMS UNITS JOINED WITH ill X 1 /2" LONG ANCHOR INSTALLATICN CORRUGATED F.ASTERNLRS LOCA'IED 3" FROM EACH END AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOD f SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. ,• —3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMB=R AND ACHEIVEMENT SHMOF 1-1/2" MINIVUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 —1 /�". CL'II`4. WOOD BUCKS BY OTHERS'MUST BE ANCHOREC PROPERLY TO TRANSFER LOADS TO S'R.UCIURE. 5. MINMUM DESIGN VALUE. S•RENGIH OF ANCHORS 1/1 LBS. TYPICAL WOOD BUCK ANCHOR iNST.°.LLAT 0`J pdde"10NAM Rere'WEd By. Date P.evi2We�- 1. KWIKSE.T SERIFS 400 GRADE 3 CYLINDRICAL LATCH ANU SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BF INSTALLED AT 10-1/2" CENTERLINE. la. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED Al' 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16)! SURFACE BOLTS INSTALLED ON LATCH SIDE 0= ACTIVE I DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES a Lo o 00 -- U 1D ¢ V'i O J LLJ T z it U a' F- LATE' 7/) j/D5 SCALE. N.T.S. LWc. a�SwS CHK. Uri LRAW NG %C.: nwc—xrA—FLoi2e—os SH=E' 3 OF 3 ICC-ES Evaluation Report , www.ice-es.orq 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 33—Plastic Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 06476 (802) 848-7010 www.kavcan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Code® (2009 IRC) ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) Properties evaluated: ■ Exterior veneer ■ Wind load resistance 2.0 USES Kaycan PVC Siding is used as an exterior veneer and as closure material on the underside of exterior roof eaves (soffits). 3.0 DESCRIPTION Kaycan PVC Siding is horizontal and vertical lap siding and soffits manufactured from rigid polyvinyl chloride (PVC) conforming to the requirements of ASTM D3679. The siding is used as an exterior wall covering over solid sheathing and as soffit. The siding has a plain- or wood - grain texture and is available in various colors with matching trim, comers, and starter strips. The panels are a minimum of 0.040 inch (1 mm) thick. Lengths range from 10 to 12.5 feet (3048 to 3810 mm). Panels are formed with an upper edge having nail slots and a lower edge that hooks into the upper edge of the lower course. The siding is produced in different profiles as described in Table 1 of this report. ESR-1495* Reissued November 1, 2012 This report is subject to. renewal November 1, 2014. A Subsidiary of the lntemational Code Council® 4.0 INSTALLATION 4.1 General: Installation of the siding, including the panels, comers, starter strips, trim and other accessory items, must be in accordance with the manufacturer's published installation instructions, the applicable code and this report. In the event of a conflict between the manufacturer's published installation instructions and this report, this report must govem. A copy of the manufacturer's published installation instructions must be on the jobsite at all times during installation. Solid sheathing and a water -resistive barrier must be provided behind the siding, as required by the applicable code. The allowable wind loads are as noted in the prescriptive requirements of the applicable code. See Section 4.2 for applications in excess of the prescriptive requirements or where the applicable code does not provide prescriptive requirements. 4.2 Wind Resistance: 4.2.1 General: The design wind pressure must be determined in accordance with the requirements of Chapter 16 of the IBC or Section R301.2.1.1 of the IRC, as applicable, and must not exceed 70 psf, subject to the conditions in Sections 4.2.2 and 4.2.3 of this report. Wind resistance of soffit panels is outside the scope of this report. 4.2.2 IBC: For buildings constructed under the requirements of the IBC, vinyl siding must be installed as described in IBC Section 1405.14 and Section 4.1 of this report, over sheathings or materials addressed in IBC Section 2304.6 that are capable of independently resisting both positive and negative wind pressures occurring under design conditions at the building location. The sheathing must be capable of withstanding. the indicated negative load, or greater. Positive wind pressures are not considered for the siding, since the sheathing must be capable of supporting the imposed loads, including but not limited to, positive and negative transverse wind pressures. Should the basic wind speed at the building location exceed the conditions provided for in IBC Section 1405.14, installation must be in accordance with Section 4.2.5 of this report. 4.2.3 IRC: For buildings constructed in accordance with the 2009 IRC, the sidings must be installed as described in Sections 4.1 and in accordance with one of the following 0, , 1! - c ItA7 1 ' •,�: *Revised December 2012 ICC-ESEvaluation Reports are nio$ to be construed as representing aesthetics orally other attributes not specifically addresse4,nor are they to be construed MM as mn endorsement ofthe subject of the report or a recommendation for is use. There is no warranty by ICC Evaluation Service, LLC, express or implie4 as to any finding or other matter in this report, or as to a% product covered by the report Copyright O 2012 Page 1 of 3 ESR-1495 I Most Widely Accepted and Trusted Page 2 of 3 For installation over sheathing other than foam plastic sheathing, in applications where the building's mean roof height does not exceed 30 feet and the basic wind speed (3-second gust) is less than 110 mph (49 m/s) in Exposure B, and does not exceed 90 mph (40 m/s) in Exposure C or 85 mph (37 m/s) in Exposure D, sheathing must be as required by Table R703.4 of the IRC. Should any of these conditions not be met, installation must be in accordance Section 4.2.5 of this report. 2. For installation over foam plastic sheathing, the siding must be installed in accordance with Section R703.11.2 of the 2009 IRC. 4.2.4 Negative Wind Pressures: Allowable negative wind pressures for siding installed over sheathing materials not addressed in Sections 4.2.2 or 4.2.3 are outside the scope of this report. 4.2.6 Applications in Excess of Prescriptive Requirements: For applications in excess of the prescriptive requirements, the Kaycan PVC Siding has an allowable negative wind load of 70 psf (3352 Pa) when attached to a code -complying, minimum 3/8-inch-thick (10 mm), structural -rated OSB sheathing. The siding must be attached with 1 1/2-inch-long (38 mm), 3/a-inch-diameter- head (10 mm), 1/e-inch-diameter-shank (3 mm), corrosion - resistant roofing nails spaced 6 inches (152 mm) on center. The structural sheathing and framing to which the siding is attached are outside the scope of this report. 5.0 CONDITIONS OF USE The Kaycan PVC Siding described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 The siding is limited to installations on buildings of Type V B (IBC) construction, and to construction permitted by the IRC, as applicable. 5.2 The exterior walls must be braced or sheathed to resist racking loads with approved materials in accordance with of the applicable code. 6.3 The siding must be installed only on exterior walls over solid sheathing capable of resisting design wind pressures both positive and negative. The sheathing must be covered with a water -resistive barrier, as required by the applicable code. 6.4 The siding is manufactured in Richford, Vermont, and i Cowansville, Quebec, Canada under a quality control program with inspections by Architectural Testing Inc. (AA-676). 16.0 EVIDENCE SUBMITTED 6.1 Manufacturer's published installation instructions. 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Vinyl Siding (AC37), dated June 2009. 6.3 Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC10). .0 IDENTIFICATION The Kaycan PVC Siding described in this report must be identified by a stamp bearing the Kaycan Ltd. name and/or trademark, the product type, the statement "Conforms to ASTM specification D3679," the name of the inspection agency (Architectural Testing, Inc.), and the evaluation report number (ESR-1495). ESR-1496 I Most Widely Accepted and Trusted Page 3 of 3 TABLE 1—KAYCAN PVC SIDING MODEL PROFILE LENGTH Board & Batten Single 7 Inch Vertical 10' - 0" D-4 Avanti Double 4 inch Horizontal Dutch Lap 12' - 6" D-4 Marquis Double 4 inch Horizontal 12' - 6" D-5 Contessa Double 5 inch Horizontal 12' - 0" D-5 Elegance Double 5 inch Horizontal Dutch Lap .12' - 0" D-5 Vertical Double 5 inch Vertical 10' - 0" Lewiston Double 4.5 inch Horizontal 12' - 0" Newport Single 61/2 inch Horizontal Ocean Park Bevel Double 4.5 inch Horizontal 12' - 0" Ocean Park Cove Double 4.5 inch Horizontal 12' - 0" Platinum Series D-4 Double 4 inch Horizontal 12' - 6" Platinum Series D-4 Dutch Lap Double 4 inch Horizontal Dutch Lap 12' - 6" Platinum Series T-3 Triple 3 inch Horizontal 12' - 0" Prova* Double 4.5 inch Horizontal 12' - 0" Sierra Double 4.5 Horizontal 12' - 0" T-3 Classic Triple 3 inch Horizontal Dutch Lap 12' - 0" T-3 Horizontal Triple 3 inch'Horizontal 12' - 0" Vented 8" Double 4 inch Perforated Soffit 12' - 0" Vented 10" Double 5 inch Perforated Soffit 12' - 0" Solid 10" Double 5 inch Solid Soffit 12- - 0" Center Vented 12"/Solid 12" Triple 4 inch Partially Perforated Soffit 12' - 6" Vented 16" Quadruple 4 inch Perforated Soffit 12' - 0" Solid 16" Quadruple 4 inch Solid Soffit 12' - 0" For Si: 1 inch = 25.4 mm. *Product manufactured only at the Richmond, Vermont facility. IMES Evaluation Report E5R-1495 FBG Supplement Reissued November 1, 2012 This report is subject to renewal November 1, 2014. www.icc-es.orq 1 (800) 423-6687 1 (662) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE Section: 07 46 33—Plastic Siding REPORT HOLDER: KAYCAN LTD. ONE MEMORIAL DRIVE RICHFORD, VERMONT 05476 (802) 848-7010 www.kaycan.com EVALUATION SUBJECT: KAYCAN PVC SIDING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate, that Kaycan PVC Siding, recognized in ICC-ES master report ESR-1495, has also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2010 Florida Building Code —Building (FBC-B) ■ 2010 Florida Building Code Residential (FBC-R) 2.0 CONCLUSIONS The Kaycan PVC Siding, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1495, complies with the FBC-B and the FBC-R, provided the design and installation are in accordance with the International Building Code® provisions noted in the master report and the following conditidIns apply: ■ Design wind loads must be based on Section 1609 of the FBC-B or Section 301.2.1.1 of the FBC-R, as applicable. When using Section 1609 of the FBC-B or ASCE 7-10, the wind load calculated is allowed to be multiplied by 0.6 when comparing to the allowable negative wind load in Section 4.2 of the master report. ■ Prescriptive installation is allowed in buildings constructed to the FBC-B in locations noted in Section 1405.14 of the FBC-B, and must comply with Section 1405.14.1 of the FBG-B. ■ Prescriptive installation is limited to buildings constructed to the FBC-R in locations where wind pressures do not exceed 50 psf. Prescriptive installation must comply with Section 703.4 of the FBC-R. ■ Installation of horizontal siding profiles over foam sheathing is permitted only under the FBC-R. The allowable wind pressure shown in Section 4.2 of the master report must be adjusted based on wall assembly construction, in accordance with Section R703.11.2.2 of the FBC-R. ■ Clearance between exterior wall coverings and final earth'grade must meet the requirements of Section 1403.7 of the FBC-B and Section R704 of the FBC-R. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued on November 1, 2012. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no'warranry by ICC Evaluation Service, LLC, express or implied as to ay finding or other matter in this report, or as to airy product covered by the report. �wo`m Copyright O 2012 Page 1 of 1