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§Cu,i,.-;Y4'Ev�m, 5 $ ,4iC`.�„'l8.��s�'tf,4,93.d'n '4�'+h`eer,�;�y, rt E:5;,'§'t'v, ; Nfi Reissued May 1, 2010 This report is subject to re-examination in two years. `fiXWW.iiCC-es. 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 07 00 00-THERMAL AND MOISTURE construction types over approved sheathings capable of PROTECTION supporting the imposed loads, including but not limited to Section: 07 46 33-Plastic Siding positive and negative transverse wind load; and as closures on the underside of exterior roof eaves (soffits). REPORT HOLDER: 3.0 DESCRIPTION CERTAINTEED CORPORATION The vinyl sidings and soffits are extruded from polyvinyl 803 BELDEN ROAD chloride (PVC) , resins, The siding panels conform to the JACKSON, MICHIGAN 49203 requirements of ASTM D 3679 and are formed with an (800) 233-8990 upper edge having nail slots and a lower edge that hooks www certaisnte-d.c« rn into the upper edge of the lower course. The accessory items; used to detail the application of the product as an EVALUATION SUBJECT: exterior wall covering, are of the same material. CERTAINTEED VINYL SIDING AND SOFFIT All panels are designed with receiving legs and a nailing flange with a 11is-inch-by-sib-inch (28.58 mm by 9.53 mm) ADDITIONAL LISTEES: prepunched elongated nailing slot spaced 2 inches (50.80 mm) on center. All siding panels used in horizontal VINYL CARPENTRY applications have weep holes prepunched at a minimum of 750 EAST SWEDESFORD ROAD 18 inches (457.2 ram) on center on the underside to VALLEY FORGE, PENNSYLVANIA 19482 provide ventilation and drainage. (800) 233-8990 The panels -are available in different colors with smooth finish or embossed with a matt or wood -grain texture. The VYTEC panels range in thickness from 0.036 inch to 0.50 inch 750 EAST SWEDESFORD ROAD. (0.91 mm to 1.27 mm)_ VALLEY FORGE, PENNSYLVANIA 19482 The accessory shapes include a fascia, "F" shaped trim, (800) 233-8990 "J" shaped trim, drip cap, starter strips, inside/outside comers, quarter round soffit molding, undersills, soffit cove WOLVERINE SIDING SYSTEMS trim, and "H" divider bar. The thicknesses of accessories 150 EAST SWEDESFORD ROAD range from 0.040 to 0.050 inch (1.02 to 1.27 mm). VALLEY FORGE, PENNSYLVANIA 19482 (800) 233-8990 Refer to Table 1 for panel thicknesses, lengths and profiles within the scope of this report. 1.0 EVALUATION SCOPE 4.0 INSTALLATION Compliance with the following codes: 4.1 General:_ e ■ 2009 international Building Code (IBC) Installation of the system; including the. panels, corners, starter strips, trim and other accessory items, must be ■ 2009 International Residential Code (IRC) installed in accordance with IBC Section 1405.14 or IRC ■ Other Codes (see Section 8.0) Section R703.4, as applicable, ASTM D 4756, the manufacturers published installation instructions, the Properties evaluated: code and this report_ ■ Exterior veneer 4.2 Siding Installatio�allecl ■ Wind load resistance -transverse u s over solid plywood structural ■ Types 1, II, III and IV (noncombustible) construction sheathing complying with DOC PS 1, or Exposure 1oriented strand board (OSB) sheathing complying with Fire -resistance -rated construction DOC PS 2, covered with an approved water -resistive 2.0 USES barrier as required by the applicable code, CertainTeed vinyl sidings, which are also sold under the The method of application of the siding is by first installing a starter strip horizontally, along the bottom of the brand names Wolverine, Vytec and Vinyl Carpentry, are building matching the lowest corner of the building. The used as exterior wall coverings on buildings of all starter strip is then nailed to the building every 8 inches ICC-Fs F, vahrotion Repar[v arc not to he e.00ra-eted as represeiuing aesthetics or any other om1huies not specifieaih• addrerced, nor are then ro he co),mied as air endartcrnent of Ihe.nthiec[ nJ the repnrr or d recaminendatiot>%r its use. There i.r nn warrmrty hr ICC Evohratinn Service, LLC, ecpnss or implied as to mn• finding or other maser in tiiiv report, or as to otm product covered hr the retort. - Copyright © 20,10 "!Page 1 of 6 ESR-1066 i Most Widely Accepted and Trusted Page 2 of 6 (203.2 mm) to 10 inches (254 mm) in slots provided in the strip. The nails must be located in the center of the slot, mechanically fastened with noncorrosive, self -tapping, leaving a minimum1/32-inch (0.8 mm) space between the 21/2-inch-long (64 mm) screws with minimum 3/8-inch- 1/8-inch-diameter fastener head and the face of the vinyl nailing strip, to diameter (9.5 mm) heads and (3 mm) 5/8-inch-diameter allow for expansion. shafts, and with minimum (15.88 mm) nylon washers, to the exterior of a steel stud wall The inside and outside corner posts are then installed on constructed with 1/2-inch-thick (12.7 mm) gypsum wall all building corners, and accessories are installed around board on the exterior and 516-inch-thick (15.88 mm) Type X all wall openings. gypsum board on the interior. The assembly described in The first siding panel must be locked into the starter strip this section must be limited to installations exposed to and nailed to the building in the center of the nailing slots maximum basic wind speeds (3-second gust) of 100 miles every 16 to 24 inches (406.4 mm to 609.6 mm). (Refer to per hour (161 km/h) on structures a maximum of 40 feet Table 2 of this report.) The nails must be located in the (12 192 mm) in height under the IBC. center of the slot, leaving a minimum 1/32-inch (0.8 mm) 4.6 Fire -resistance -rated Construction: space between the fastener head and the face of the vinyl nailing strip, to allow for expansion. Succeeding 4.6.1 One -hour Fire -resistance -rated Limited Load - bearing panels shall be similarly installed, lacking into the panel below, Wood Stud Wall: Wood studs must be nominal 2-by-4 Douglas fir marked "STD & BTR, The horizontal siding panel ends must be overlapped Doug. Fir, S-Dry," spaced 16 inches (406 mm) on center. The wall must be 1 inch (2.54 Cm) at butt joints and held 7/4 inch (0.64 cm) constructed with a single bottom plate and double top clear of all vertical accessory members at wall ends and plates_. The wall is a maximum of 10 feet (3.05 m) in around openings. For vertical siding panel end joint height with double 2-by-4 wood fire blocking located at treatment, refer to the manufacturer's installation 8 feet (2.44 m) above the bottom plate. Stud cavities instructions. must be filled with 31/2-inch-thick (88.9 mm), R-11, 4.3 Soffit installation: mineral wool insulation batts. The stud wall must be covered on the exterior with one layer of 1/2-inch-thick Siding and Soffit panels may be installed as horizontal (12.7 mm), exterior gypsum sheathing, and on the interior Soffits at a maximum span of 24 inches (610 mm), with end face with a single layer of 5/8-inch-thick (15.9 mm), Type joints on supports. The panels must be retained by FSW, fire-resistant gypsum wall board. The exterior wail F-channels, J-channels or aluminum or vinyl fascia caps. sheathing must be covered with a water -resistive barrier. The channels must be fastened to the fascia. nailing strip The studs are assembled with two 16d smooth box nails or solid wood sheathing at 16 inches (406 mm) on center, on each end. The wall board is installed vertically with with nails of sufficient length to penetrate the nailer 1 inch 1314-inch-long (44.5 mm), No. 6, bugle head drywall (25.4 mm) or to penetrate through the material thickness, screws spaced 8 inches (203.2 mIn) on center around the whichever is less. The minimum No. 26 gage (0.019 inch) perimeter of the board and along the studs. Vertical joints aluminum fascia cap must be bent to form a minimum are staggered on opposite sides of the wall. The joints 1'/2-inch (38 mm) receiving flange at comers; channels '14 must be treated with ready -mixed joint compound and shall allow for inch (6A mm) of expansion at each wall. spark -perforated paper joint reinforcing tape. The siding To parrnit expansion, panels are measured to length and ' must be attached to the studs using 11/2 inch -long cut 2 inch (12,7 rhm) less. The panels are first inserted (38 mm) roofing nails with flat heads, spaced 8 inches into the wall channels and then into the fascia channels. (203 mm) on center along the stud. Each panel must be secured to the fascia or to nailing The axial load capacity of the wall is limited to strips at a maximum of 16 inches (406 mm) on center. Adjacent ] panels must be interlocked, a maximum load of 1050 pounds 476.7 k P ( g) per stud or Fascia caps must then be installed over the panels, and a drip edge be 32 percent of maximum design load calculated under the AF&PA must placed over the cap to reduce moisture intrusion, For porch National Design Specification for Wood Construction (NDS)- ceilings, the ceiling perimeter is framed with the J-channels or F-channels, and panel placement is as set forth for 4.0 Fire -resistance -rated Walls on Buildings of Type s soffits. V Construction under the iBC: The vinyl siding may be 4.4 Fasteners: installed over code -complying, exterior, fire-resistance- rated bearing or nonbearing walls required to be of Type V Siding, soffits and accessories must be fastened to framingconstruction under the IBC without affecting the hourly with either .galvanized, aluminum or stainless steel nails rating of the walls, with a minimum length of 11/2 inches (r 8 mm), a shaft diameter 4.7 Wind Resistance: of 0.122 inch (3 mm), and a /16-inch-diameter �11.1 1 mm) head. Minimum embedment into The design wind pressures must be determined in studs must be 14 inch (19.05 mm), Corrosion -resistant staples may also be accordance with Chapter 16 of the IBC, or Section R301.2 of the IRC, and must not exceed the used, where indicated in Table 2. Staples must be 16 gage, with a minimum length of 13/4 inches allowable values shown in Table 2 of this report. (44.45 mm) and a crown width of inch (11.11 mm). Minimum staple In areas where the basic wind speed (3-second gush) embedment into studs must be 314 inch (19,05 mm). does not exceed mph and the building height Accessory materials such as corners, starter strips and al feet is Less than or equal to 40 feet (12 192 mm) in Exposure C (12 areas, installation must comply with trim must be fastened in accordance with the the prescriptive requirements of IBC Section 1405,14. manufacturer's instructions. 4.5 Types 1, In areas where the basic wind speed (3-second gust) It, fit and IV (Noncombustible) Construction: does not exceed 110 mph (49 m/s) in Exposure B areas and does not exceed 90 mph (40 m/s) in Exposure C areas The vinyl siding may he installed on the exterior or 85 mph (37 m/s) in Exposure D areas, installation must of buildings of any type of construction when installed over comply with the prescriptive requirements of IRC Section maximum 1-inch-thick (25-4 mm) expanded polystyrene R703.4. For applications in excess of the prescriptive insulation (1 pound per cubic foot (16 kg/m3)] and requirements, the installation must be in accordance with IRC Section R301.2.1: ill I I --I I' ,p er I, I 11 1 1 1 1 1 I I I I I - I Li -- i - ESR-1066 Most Wide( and Trusted d .....,...._.,..w..r_..-_,....,._.,.,.,..,._•.yAcceto_.,...,....p-,,,..-.-..........,�_.,..m....,..,..�................___,.._.....,..-.__m..........-...,,...._,.,..._.,.., ...•-w......._.:,.:,..;_:..._....,,,.,..,..Page 3of8 Wind resistance of the soffit panels is outside the scope 8.0 OTHER CODES of this report. 8.1 Evaluation Scope: Resistance to positive and negative wind loads is in addition to the codes referenced in Section 1.0, the determined by structural capacity of the substrate. products described in 'this report were evaluated for 5.0 CONDITIONS OF USE compliance with the requirements of the following codes: The CertainTeed Vinyl Sidings and Soffits described in this ■ 2006 International Building Code`s (2006 IBC) report comply with, or are suitable alternatives to what is ■ 2006 International Residential Codes (2006 IRC) specified in, those codes listed in Section 1.0 of this report, TM subject to the following conditions: ■ 1997 Uniform Building Code (UBC) 5.1 Installation complies with this report, the ■ BOCAs' National Building Code/1999 (BNBC) manufacturer's published instructions and the ■ 1997 Standard Building Codem (SBC) applicable code. In the event of a conflict between the manufacturer's published installation instructions and The products comply with the above -mentioned codes as this report, this report governs: described in Section 2.0 through 7.0 of this report, with the revisions noted below: 5.2 The siding is limited to design wind pressures shown in Table 2 of this report. 8.2 Uses: 5.3 In jurisdictions adopting the IRC, the siding must be See Section 2.0. installed in accordance with IRC Table R703.4 and 8.3 Description: limited to areas where the design wind pressure does not exceed the values shown in Table 2 of this report. See Section3.0. 5.4 The exterior walls must be braced or sheathed to 8.4 Installation: resist racking loads with approved . materials in Installation must be in accordance with 2006 IBC Section accordance with the requirements of the applicable 1405.13. Section 4.0 applies, with revisions as noted building code. below. 5.5 When installation is on Types I, It, 111 and IV • Types i, 11, III and IV Construction (2006 IBC) and construction (IBC) and noncombustible construction Noncombustible Construction (UBC, BNBC and (UBC, BNBC and SBC), and fire -resistance -rated SBC): See Section 4.5,except the assembly described construction, refer to Sections 4.5 and 416 of this in this section must be limited to installations exposed to report, respectively. maximum basic wind speeds (3-second gust) of 5.6 The siding must be installed only on exterior walls 100 miles per hour (161 km/h) on structures a maximum covered by a solid sheathing capable of supporting of 40 feet (12 192 mm) in height under the 2006 IBC the imposed loads, including but not limited to positive and the BNBC; maximum basic wind speeds (fastest and negative transverse wind loads- stile) of 80 miles per hour (129 kntlh) on structures a 5.7 The siding may be installed on buildings of any maximum of 40 feet (12 192 mm) in height in Exposure construction type under the IBC or buildings under the C areas under the UBC; and maximum basic wind IRC, and at a fire separation distance of greater than speeds of 70 miles per hour (112 km/h) on structures a 5 feet (1524 mm) in accordance with IBC Section maximum of 40 feet (12 192 mm) in height in Exposure 1406.2.1.2 or IRC Table R302.1, as applicable. C areas under Section 1606.2 of the SBC. 5.8 The sheathing must be covered with a water -resistive + .One -Hour Fire -resistance -rated limited Load - barrier, as required by the applicable code. Bearing Wood Stud Wall: See Section 4.6.1, 5.9 The siding is manufactured in Jackson, Michigan; • Fire -Resistance -Rated Walls on Buildings of Type Claremont, North Carolina; Joplin, Missouri; and V Construction Under the IBC (Type 5 Under the Williamsport, Maryland, under a quality control BNBC, Type VI Under the SBC, Type V Under the program with inspections by Architectural Testing, inc. UBC): See Section 4.6.2. (AA-676). • Wind resistance: See Section 4.7, except design wind 6.0 EVIDENCE SUBMITTED pressures must be determined in accordance with 6.1 Data in accordance with the ICC-ES Acceptance Chapter 16 of the UBC, BNBC or SBC, as applicable or Criteria for Vinyl Siding (AC37), dated June 2009. with 2006 IRC Section R301.2.1. Under the UBC, where the basic wind speed does not exceed 80 mph (35 m!s) 6.2 Test reports in accordance with UBC 26-4, UBC 8-1, (fastest mile) and the building height is less than or NFPA 268 and ASTM E 119. equal to 40 feet (12 192 mm) in Exposure C areas, 7.0 IDENTIFICATION installation must comply with the prescriptive The vinyl sidings and soffits described in this report are requirements of 2006 iBC Section 1405,13, BNBC Section 1406.3.3, SBC Section 1403.9 or UBC Section identified by a stamp bearing the brand name 1405, as applicable. (CertainTeed, Wolverine, Vytec or Vinyl Carpentry),, the product name and style, the statement "Conforms to ASTM For applications in excess of the prescriptive Specification D 3679," the statement "Conforms to UBC requirements, the installation must be in accordance Standard 14-2" and the evaluation report number with 2006 IRC Section R301.2.1.1. (ESR-1066). 8.5 Conditions Of Use: In jurisdictions enforcing the IBC or UBC, foam plastic See Section 5.0, except that (Section 5.7) a fire separation insulation used for noncombustible construction must be distance of greater than 5 feet must be in accordance with identified in accordance with IBC Section 2603.5.6 or UBC 2006 IBC Section 704.5. Section 2602.2. ESR-1066 Most Widely Accepted and Trusted M Y AM 4 of 6 TABLE 1-VINYL SIDING AND SOFFIT PRODUCT T PRODUCT PRODUCT THICKNESS CODE STYLE (inch) The following products are sold under the brand name CertainTeed: LENGTH (feet -inches) Monogram46 33101 Double 4-inch 0.046 12-6 12-6 33110 Double 4-inch 0.046 33111 Double 47111ch 0.046 12-6 33122 Double 5-inch 0.046 12-0 33103 Double 5-inch DutchLap 0.046 12-0 33125 Double 5-inch DutchLap 0.046 12-0 Monogram 46L 33114 Double 4-inch 0.046 16-8 33139 Double 44nch 0.046 20-0 33126 Double 5-inch DutchLap 0.046 1g_Q 20-0 33140 Double 5-inch DutchLap 0.046 Classic 36110 Double 4-inch 0.044 12-6 36119 Double 4'/2-inch DutchLap 0.044 12-1 12-0 36122 Double 5-inch 0,044 Mainstreet 39131 Triple 3-inch 0.042 12-1 12-6 39111 Double 4-inch 0.042 39110 Double 4-inch 0.042 12-6 12-0 12-6 12_0 39122 Double 5-inch 0.042 39113 Double 4-inch Dutchlap 0.042 39125 Double 5-inch DutchLap 0,042 39104 Single 8-inch 0:042 12-6 12 39102 02-inch Beaded 0.042 Board & Batten Carolina Beaded 34137 Single 8 Vertical 0.048 -4 12-6 34138 38102 Single 8 Vertical 6'!z-inch Beaded 0.048 0.044 10-0 12 4 Northwoods 60106 Single 7-inch 0.050 10-1 10-0 10� 60107 Single 10-inch Shake 0.050 60148 Single 94nch Shake 0.050 The following products are sold under the brand name Wolverine: Restoration Smooth 36132 36118 Triple 34nch Double 4'lzfnch 0 p44 0.044 i2 1 12-1 Classic American Legend0i22 35110 36119 36122 40131 0110 0111 119 M43 Double 4 inch Double 4'124nch DutchLap Double 5-inch Triple 3-inch Double 4-inch Double 4-inch Double 5 inch Double 41/2-inch DutchLap 0.044 0.044 0.044 0.042 0.042 0.042 0.042 0.042 12-6 12-1 12-0 12-1 12-6 12-6 12-0 12-1 102 105 61/Z-inch Beaded Single 84nch 0.042 0.042 12-4 12-6 130 Triple 34nch 0.040 12-1 Encore110 Double 4-inch 0.040 12-6 122 Double 5-inch 0.040 12-0 43119 F411n Double 4'/2-inch DutchLap r _..,-. .. 0,040 12 1 ESR-1066 1 Most Widely Accepted and Trusted Page 5 of 6 TABLE 1-VINYL SIDING AND SOFFIT (Continued) PRODUCT NAME PRODUCT CODE PRODUCT STYLE THICKNESS (inch) LENGTH (feet -inches) The following products are sold under the brand name Vytec: Nantucket Double 44nch .040 .12-3 Double 4-inch Dutchlap .040 12-3 Double 41124nch Dutchlap :040 12-11 Beaded Single 6'/24nch .048 12-4 Proside Double 44nch .042 12-3 Double 411,4nch .042 12-11 Double 4'/2-inch Dutchlap .042 12-3 Single 8-inch .042 12-3 Triple 3 Triple 3-inch 042 12-11 Prestige Double 4'/zinch .044 12-11 Double 4112-inch Dutchlap .044 12-11 Double 5-inch Dutchlap .044 12=11 Eminence Double 4'/z-inch .046 13-4 Double 4'/74nch .046 20-0 Double 4'/2-inch Dutchlap .046 13-4 Double 41/2-inch Dutchlap .046 20.0 Board and Batten Single 6112 .050 10-0 The following products are sold under the brand name Vinyl Carpentry: Triple.inch ent InvisiVent Soffit 46228 Triple 3'/3-inch Vented Soffit 0.044 12-6 Triple 3'/3-inch Soffit /Vertical 46229 Triple 3'/3-inch Soffit/ Vertical Siding 0.044 12-6 IronMax Soffit/ Vertical 47201 Double 5-inch Solid Soffit/ Vertical _ Siding 0.046 12-0 47205 Double 5-inch Fully Vented 0.046 12-0 Universal Soffit/ Vertical 48224 Triple 4-inch Fully Vented 0.040 12-0 48216 Triple 44nch Solid Soffit/ Vertical Siding 0.040 12-0 48220 Triple 4-inch Center Vented 0.040 12-0 Beaded Soffit/ Vertical 46209 Triple 2-inch Solid Soffit/ Vertical Siding 0A39 12-6 46211 Triple 2-inch Vented 0.039 12-6 Value Soffit 49224 Triple 4-inch Fully Vented 0.036 12-0 49216 Triple 4-inch Solid Soffit. Q.036 12-0 49220 Triple 4-inch Center Vented 0.036 12-0 HE. ESR-1066 ? Mos( Widely Accepted and Trusted Page 6 of 6 TABLE 2-ALLOWABLE NEGATIVE WIND LOADS SIDING MAXIMUM STUD , FASTENERa SPACING (inches) .. ALLOWABLE NEGATIVE WIND LOAD (psf) SBC BNBC IBC1IRC UBC Monogram 46 D5 16 Nail to studs 53 53 53 33 16 Staple to studs 47 47 47 . 29 Monogram 46 D5DL 16 Nail to studs 76 76 _76 47 16 Staple to studs 49 49 49 31 24 Nail to studs 44 44 44 28 Monogram 46 D4 16 Nail to studs 91 91 91 57 16 Staple to studs 58 58 58 36 Monogram 46L D4 16 Nail to studs 87 87 87 54 Monogram 46L D5DL 16 Nail to studs 78 78 78 49 Classic D5 16 Naii to studs 67 67 67 42 16. Staple to studs 36 36 36 22 24 Nail to studs 49 49 49 31 Classic D4 16 Nail to studs 80 80 80 50 Mainstreet D5 16 _ Nail to studs 76 76 76 47 16. Staple to studs 38 38 38 24 24 Nail to studs 47 47 47 29 Mainstreet D5DL 16 Nail to studs 62 62 62 39 16 Staple to studs 58 58 58 36 24 Nail to studs 42 42 42 26 24 Staple to studs 36 36 36 22 Mainstreet D4 16 Nail to studs 53 53 53 33 16 Staple to studs 82 82 82 51 Carolina Beaded 16 Nail to studs 67 67 67 42 16 Staple to studs 56 56 56 35 24 Nail to studs 36 36 36 22 24 Staple to studs 38 38. 38 24 Northwoods S7 16 Nail to studs 60 60 60 38 Northwoods S10 16 Nail to studs 42 42 42 26 Northwoods S9 16 Nail to studs . 42 42 42 26 Board &Batten 12 Nail to sheathing 62 62 62 39 American Legend D5 16 Nail to studs 36 36 36 22 16 Staple to studs 33 33 33 21 American Legend D4 16 Nail to studs 60 60 60 38 16 Staple to studs 58 58 58 36 Encore D5 16 Nail to studs 44 44 44 28 16 Staple to studs 69 69 69 43 24 Nail to studs 33 33 33 21 24 Staple to studs 44 44 44 28 Encore D4 16 Nail to studs 64 64 64 40 16 Staple to studs 53 53 53 33 Newtown D4 16 Nail to studs 51 51 51 32 Newtown D5 16 Nail to studs 38 38 38 24 Newtown D5DL 16 Nail to studs 22 22 22 14 Triple 3- 6 Soffit / Vertical 12 Nail to sheathing 1 56 56 56 35 .,, -1. 1 --, turn, r Nsr = V.44r21 Wa. 'Studs are minimum 2-by-4 wood with a minimum specific gravity of 0.42. `Nails and staples must be as specified in Section 4.4. lo ! U In. ni z Ul r Z�)m 10 ,Ul w n a In rY N En h T ill w tri m ul N U . a �LL mo .i w