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<br />ESR-1066 j Most Widely Accepted and .Trusted Page 3 of 6 ESR-1066 Most Widely Accepted and Trusted
<br />Page 5 of 6
<br />Wind resistance of the soffit panels is outside the scope 8.0 OTHER CODES TABLE 1-VINYL SIDING AND SOFFIT (Continued) z In
<br />m
<br />m.
<br />of this report. 8.1 Evaluation Scope: � • .
<br />P PRODUCT PRODUCT PRODUCT THICKNESS LENGTH W d
<br />Resistance to positive and negative wind loads is NAME CODE STYLE '� _
<br />C- Evaluation deport ESR- ,� 6 in addition to the codes referenced in Section 1.0, the inch ❑ ❑
<br />(inch) (feet -inches
<br />.determined by structural capacity of the substrate. 1 .
<br />products described in this report were evaluated for The following products are sold under the brand name Vytec: A9 Cr n0
<br />Reissued May 1, 2010 5.0 CONDITIONS OF USE compliance with the requirements of the following codes: 04Q 12 3 0 Aft Q - O 0
<br />Double 44nctt W u
<br />This report Is subject to re-examination m two years. The CertainTeed Vinyl I Sidings s and Soffits described in this ■ 2006 International Building Code° 2006 IBC J -n
<br />y g g ( ) Nantucket Double 44nch Dutchlap 040 12-3
<br />report comply with, or are suitable alternatives to what is ® Zto
<br />® ■ 2006 International Residential Code (2006 IRC) Double 4'/24nch Dutchlap 040 12-11- . U
<br />WWW.ica-es.or (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council specified in, those codes listed in Section 1.0 of this report,
<br />"" "'°"m" °°° ^^ �° ° ^° ° e -• subject to the following conditions: ■ 1997 Uniform Building CodeT"" UBC Beaded Sin le 02.4nchru
<br />1 9 (UBC) 9 048 12 4. w.
<br />■ BOCA' National Building Code/1999 BNBC Double 4-inch 042 12-3 M a p m
<br />5.1 Installation complies with this report, the 9 (BNBC) Double 4'12 inch .042 12-11 C� Lit
<br />,
<br />DIVISION: 07 00 Ol)-THERMAL AND MOISTURE construction types over approved 'sheathings capable of manufacturer's published instructions and the ■ 1997 Standarr/ Building Code' (SBC)
<br />PROTECTION supporting the imposed loads, including but not limited to Proside Double 4'/2 inch Dutchlap 042 12-3 W
<br />Section: 07 46 33-Plastic Sidingapplicable code. In the event of a conflict between the
<br />positive and negative transverse wind load; and as manufacturer's published installation instructions and The products comply with the above -mentioned codes as Single 8 irTch 042 12 3 tQ� W
<br />closures on the underside of exterior roof eaves (soffits). this report, this report governs. described in Section 2.0 through 7.0 of this report, with the 0 EL
<br />REPORT HOLDER: revisions noted below: Triple 3 Triple 3-inch .042 12-11 A U } 3.0 DESCRIPTION 5.2 The siding is limited to design wind pressures shown M
<br />CERTAINTEED CORPORATION The vinyl sidings and soffits are extruded from polyvinyl in Table 2 of this report. 8.2 Uses: Double 4 /z4nch .044 12-11 O N
<br />Prestige Double 4 /cinch Dutchlap .044 12-11 4 m
<br />803 BELDEN ROAD chloride (PVC) resins. The. siding panels conform to the 5.3 In jurisdictions adapting the IRC, the siding must be See Section 2.0, N
<br />JACKSON, MICHIGAN 49203 requirements of ASTM D 3679 and are formed with an installed in accordance with IRC Table R703.4 and Double 5-inch Dutchlap .044 12-11 RJ
<br />8.3 Description:
<br />(800) 233-8990 upper edge having nail slots and a lower edge that hooks limited to areas where the design wind pressure does Double 4'/cinch 046 13� In
<br />www.certainteed,corn into the upper edge of the lower course. The accessorySee Section 3.0. W In
<br />not exceed the values shown in Table 2 of this report. Double 4'/zinch 046 20-0 p to items, used to detail the application of the product as an 5.4 The exterior walls must be braced or sheathed to 8.4 Installation: Eminence Double 4'/2-inch Dutchlap .046 20-0 Ul U
<br />EVALUATION SUBJECT: exterior wall covering, are of the same material resist racking loads with approved materials in installation musk be in accordance with 2006 IBC Section Double 4'/2-inch Dutchlap 046 20.0 ul 0) t
<br />All panels are designed with receiving legs and a nailing accordance with the requirements of the applicable 1405.13. Seeiian 4.0 applies, with revisions as noted Board and Batten 0) p
<br />CERTAINTEED ViNYL SIDING AND SOFFIT j a Single 6 /z p50 �� flange with a 1 /6-inch-by- l8-inch (28.58 mm by 9.53 mm) building code. g 10-0
<br />below. The following products are sold under the brand name Vinyl Carpentry:
<br />prepunched elongated nailing slot spaced 2 inches 5,5 When installation is on Types I, I1, 111 and IV , Types I, 11 111 and IV Construction (2006 IBC) and Triple 3'/,3-inch
<br />i�
<br />ADDITIONAL LISTEES: (50.80 mm) on center: All siding panels used in horizontal YP � � '
<br />construction (IBC) and noncombustible construction Noncombustible Construction UBC, BNBC and InvisiVent Soffit 46228 Triple 3 /3-1nch Vented Soffit 0,044
<br />VINYL CARPENTRY applications have weep holes prepunched at a minimum of ( 12-6
<br />(UBC, BNBC and SBC), and fire -resistance -rated SBC): See Section 4.5,exce t t 18 inches (457.2 mm) on center on the underside to construction, refer to Sections 4.5 and 4.6 of this ) p he assembly described Triple 3 /3-inch .
<br />750 EAST SWEDESFORD ROAD provide ventilation and drainage, in this section must be limited to installations exposed to Soffit/ Vertical 46229 Triple 3'/,-inch Soffit /Vertical Siding 0.044 12-6
<br />VALLEY FORGE, PENNSYLVANIA 19482 report, respectively, maximum basic wind speeds (3-second gust) of
<br />IronMax Soffit/ Vertical 47201 Double 54nch Solid Soffit/ Vertical
<br />(800) 233-8990 The panels are available in different colors with smooth 5,6 The siding must be installed only on exterior walls 100 miles per hour (161 km/ti) on structures a maximum Siding 0.046 12-0
<br />finish or embossed with a matt or wood -grain texture. The covered by a solid sheathing capable of supporting of 40 feet (12 192 mm) in height under the 2006 IBC
<br />VYTEC panels range in thickness from 0.036 inch to 0.50 inch the imposed loads, including but not limited to positive and the BNBC; maximum basic wind speeds {fastest 47205 Double 5-inch Fully Vented 0.046 12-0
<br />(0.91 mm to 1.27 mm).
<br />750 EAST SWEDESFORD ROAD and negative transverse wind loads, mile) of 80 miles per hour (129 km/h) on structures a 48224 Triple 44nch Fully Vented 0.040 12-0
<br />VALLEY FORGE, PENNSYLVANIA 19482 The accessory shapes include a fascia, "F" shaped trim, maximum of 40 feet 12 192 mm in height in Exposure Universal Soffit/ Vertical 48216 Triple 44nch Solid Soffit/ Vertical _
<br />5.7 The siding may be installed on buildings of any ( ) 9 p p 0.040
<br />(800) 233-8990 "J" shaped trim, drip cap, starter strips, inside/outside C areas under the UBC; and maximum basic wind Siding 12-0
<br />construction type under the IBC or buildings under the g
<br />comers, quarter round soffit molding, undersills, soffit cove IRC, and at a fire separation distance of greater than speeds of 70 miles per hour (112 km/h) on structures a 48220 -Triple 44nch Center vented 0.040 12-0
<br />WOLVERINE SIDING SYSTEMS trim, and "H" divider bar. The thicknesses of accessories 5 feet (1524 mm) in accordance with IBC Section maximum of 40 feet (12 192 mm) in height in Exposure Triple 2-inch Solid Soffit/ Vertical
<br />750 EAST SWEDESFORD ROAD range from 0.040 to 0,050 inch (1.02 to 1.27 mm). C areas under Section 1606.2 of the SBC. Beaded Soffit/ Vertical 46209
<br />1406.2.1.2 or IRC Table R302.1, as applicable. Siding 0-038 12-6
<br />VALLEY FORGE, PENNSYLVANIA 19482 Refer to Table 1 for panel thicknesses, lengths and 5.8 The sheathing must be covered with a water -resistive • One -Hour Fire -resistance -rated limited Load- 46211 Triple 2-inch Vented 0.039 12-6
<br />(800) 233-8990 profiles within the scope of this report. Bearing Wood Stud Wall: See Section 4.6.1. barrier, as required by the applicable Bade. 9 49224 Triple 4-inch Fully Vented 0.036
<br />4.0 INSTALLATION • Fire -Resistance -Rated Walls on Buildings of T 12 0
<br />1.Q EVALUATION SCOPE 5.9 The siding is manufactured in Jackson, Michigan; g Type Value Soffit 49216 Triple 4-inch Solid Soffit 0.036
<br />4.1 General: Claremont, North Carolina; Joplin, Missouri; and V Construction Under the IBC (Type 5 Under the 12-0
<br />Compliance with the following codes: Williamsport, Maryland, under a BNBC, T 49220 Triple 4-inch Center Vented 0.03ti 12-0
<br />Installation of the system; including the panels, corners, P rl/ quality control Type VI Under the SBC, Type V Under the
<br />■ 2009 International Building Code (IBC) program with inspections by Architectural Testing, Inc, UBC): See Section 4.6.2.
<br />starter strips, tom and other accessory items, must C ) • Wind resistance: See Section 4.7, except design wind
<br />■ 2009 International Residential Code°(IRC) installed in accordance with IBC Section 1405.14 or IRC (AA-676 .
<br />■ Other Codes (see Section B.QJ Section R703.4, as applicable, ASTM D 4756, the 6.0 EVIDENCE SUBMITTED pressures must be determined in accordance with
<br />manufacturer's published installation instructions, the Chapter 16 of the UBC, BNBC or SBC, as applicable or
<br />6.1 Data in accordance with the ICC-ES Acceptance
<br />Properties evaluated: code and this report. Criteria for Vinyl Siding (AC37), dated June 2009. with 2006 IRC Section R301.2.1. Under the UBC, where
<br />the basic wind speed does not exceed 80 mph (35 m/s)
<br />■ Exterior veneer 4.2 Siding Installation: 6.2 Test reports in accordance with UBC 26-4, UBC 8-1, (fastest mile) and the building height is less than or
<br />r Wind load resistance -transverse u s alled over solid plywood structural NFPA 268 and ASTM E 119. equal to 40 feet (12 192 mm) in Exposure C areas,
<br />sheathing complying with DOC PS 1, or Exposure 1 7.0 IDENTIFICATION installation must comply with the prescriptive
<br />r Types I, II, III and. IV (noncombustible) construction oriented strand board (OSB) sheathing complying with requirements of 2006 IBC Section 1405.13, BNBC
<br />DOC PS 2, covered with an approved water -resistive The vinyl sidings and soffits described in this report are Section 1406.3.3, SBC Section 1403.9 or UBC Section
<br />■ Fire -resistance -rated construction barrier as required by the applicable code. identified by a stamp bearing the brand name 1405, as applicable.
<br />2.0 USES (CertainTeed, Wolverine, Vytec or Vinyl Carpentry), the
<br />The method of application of the siding is by first product name and style, the statement "Conforms to ASTM For applications in excess of the prescriptive »
<br />CertainTeed vinyl sidings; which are also sold under itte installing a starter strip horizontally, along the bottom of the Specification D 3679," the statement "Conforms to UBC requirements, the installation must be in accordance "
<br />brand names Wolverine, Vytec and Vinyl Carpentry, are building matching the lowest corner of the building. The Standard 14-2" and the evaluation report number with 2006 IRC Section R301.2.1.1.
<br />used as exterior wall coverings on buildings of all starter strip is then nailed to the building every 8 inches (ESR-1066). 8.5 Conditions Of Use:
<br />In jurisdictions enforcing the IBC or UBC, foam plastic See Section 5.0, except [h t (Section 5.7) a fire separation
<br />ICC-ES Evakmtion Reports are not M be cnn.ca-tted ar representing aesthetics or env other aur-ihutes notspecyically addressed, nor are they to be conshwed '^m, insulation used for noncombustible construction must be distance of greater than 5 feet must be in accordance with
<br />as an endorsement of the.cubject nj the report or a recomntenda[ion for its are. There is no warronty by.ICC Evoluotion Service, LLC, evne.ix or implied ac identified in accordance with IBC Section 2603.5.6 or UBC 2006 IBC Section 704.5.
<br />[o env finding nr other nm[ter in tlri-s report, nr ar m arn� product covered by the reNIN
<br />pnr't. _ .. �,M� Section 2602.2. - -
<br />Copyright © 2010 Page 1 of 6
<br />ESR-1066 Most Widely Accepted and Trusted Page 6 of 6
<br />ESR-1066 t Most Widely Accepted and Trusted ,;�.�.».....,_..,.,.,nw.,.,.-.�.,._..___......�w_.._., -._._ ... � . _ .,. ,. ._4___. _w_ ._ _ ._�e . � 6
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<br />TABLE 2-ALLOWABLE NEGATIVE WIND LOADS
<br />ESR-1066 j Most Widely Accepted and Trusted TABLE 1-VINYL SIDING AND SOFFIT ry Nq4 Y}
<br />Page 2 of 6 _ SIDING MAXIMUM STUD' FASTENEW
<br />ALLOWABLE NEGATIVE
<br />`g, PRODUCT PRODUCT PRODUCT THICKNESS LENGTH SPACING (inches) WIND LOAD (GA
<br />(203.2 mm) to 10 inches (254 mm) in slots provided in the mechanically fastened with noncorrosive, self -tapping, NAME CODE
<br />STYLE (inch) (feet -inches) SBC BNBC IBC/IRC UBC
<br />strip. The nails must be located in the center of the slot, 21/2-inch-long (64 mm) .screws with minimum 3/6-inch- The foifawing products are sold under the brand name CertainTeed:
<br />leaving a minimum 1/324nch (0.8 mm) space between the diameter (9.5 nim) heads and 1/8-inch-diameter (3 mm) Monogram 46 D5 16 Nail to studs 53 53 53 33
<br />UJ
<br />fastener head and the face of the vinyl nailing strip, to shafts, and with minimum 5/a inch ciiamefer (15.88 mm) 331Q1 Double4-inch p-046 12� 16
<br />allow for expansion. nylon washers, to the exterior of a steel stud wall 33110 Double 4-inch Staple to studs 47 47 47 29
<br />LU
<br />0.046 12-6 16 Nail to studs 76 76 -76 47
<br />The inside and outside corner posts are then installed on constructed with 112-inch-thick (12.7 mm) gypsum wall 33111 Double 4-inch
<br />all building corners, and accessories are installed around board on the exterior and 5/e-inch-thick (15.88 mm) Type X Monogram46 0.046 12-6 Monogram 46 D5DL 16 -
<br />33122 Double 5-inch Staple to studs 49 49 49 31
<br />all wall openings. gypsum board on the interior. The assembly described in 0.046 12-0 24
<br />Nail to studs 44 44 44 28
<br />Ail 0%
<br />this section must be limited to installations exposed to 33103 Double 5-inch Dutchlap 0.046 12_0 16
<br />Monogram 46 D4 Nail to studs 91 91 91 57
<br />The first siding panel must be locked into the starter strip maximum basic wind speeds (3-second gust) of 100 miles 33125 Double 5-inch Dutchlap 0.046 12_0. 16 Staple to studs 58 58 58 36
<br />and nailed to the building in the center of the nailing slots per hour (161 kmlh) on structures a maximum of 40 feet 33114 - Double 4-inch 0.046
<br />every 16 to 24 inches (406.4 mm to 609.6 mm). (Refer to (12 192 mm) in height under the IBC. 16-8 Monogram 46L D4 16 Nail to studs 87 87 87 54
<br />Table 2 of this report.) The nails must: be located in the 33139 Double 44nch 0 046 Monogram 46L 16-0 in 46L D5DL 16 Nail to studs 78 78 78 49
<br />center of the slot, leavinga minimum 1J3Z-inch 0.8 mm 4.6 Fire -resistance -rated Construction: 33126 16-0 16 Nail to studs
<br />( ) Double 5-inch Dutchlap 0-046 67 67 67 42 -
<br />space between the fastener head and the face of the vinyl 4.6.1 One -hour Fire -resistance -rated Limited Load- 33140 Double 5-inch Dutchlap 0.046 20-0 Classic D5 16 Staple to studs 36 36
<br />nailing strip, to allow for expansion. Succeeding panels bearing Wood Stud Wail Wood studs must be nominal 36110 Double 4 inch 36 22
<br />shall be similarly installed, locking into the panel below. 2-by-4 Douglas fir marked "STD & BTR, Doug. Fir, S-Dry," 0.044 12-6 24 Nail to studs 49 49 49 31
<br />spaced 16 inches (406 mm) on center. The wall must be Classic 36119 Double 4'/2-inch Dufcht ap 0.044 12-1 Classic D4
<br />The horizontal siding panel ends must be overlapped 16 Nail to studs 80 80 80 50
<br />1 inch (•2.54 cm) at butt joints and held 1/4 inch (0.64 cm) constructed with a single bottom plate and double fop 36t22 Double 5-inch 0 044
<br />clear of all vertical accessorymembers at wall ends and plates. The wall is a maximum of 10 feet (3.05 m) in 39131 12-0 16 Nail to studs 76
<br />76 76 47
<br />Triple 3-inch 0,042 12-1 Mainstreet D5 16 Staple to studs 38 38 38 24
<br />around openings. For vertical siding height with double 2-by-4 wood fire blocking located at
<br />B pane[ end joint 9 39111 Double 4-inch 0.042 12-6 Nail to studs
<br />treatment, refer to the manufacturer's installation 8 feel (2.44 m) above the bottom plate. Stud cavities
<br />24 47 47 47 29
<br />39110 Double 4-inch 0,042 12-6 16 Nail to studs
<br />must be filled with 31/z-inch-thick 88.9 mm), R-11, 39122 62 62 62 39
<br />instructions. ( ) Double 5-inch 0.042 16
<br />mineral wool insulation bolts. The stud wall must be Mainstreet 12-0 Mainstreet D5DL Staple to studs 58 58 58 36
<br />4.3 Soffit Installation: covered on the exterior with one layer of 1/2-inch-thick 39113 D�uble4-inch Dutchlap 0042 12-6 24 Siding and soffit panels may be installed as horizontal (12.7 mm), exterior gypsum sheathing, and on the interior 39125 Double 5-inch Dutchlap 0.042 Nail to studs 42 42 42 26
<br />soffits at a maximum span of 24 inches (610 mm), with end face with a single layer of 5/6-inch-thick (15.9 mm), Type 12-0 24 Staple to studs 36 36 36 22
<br />:::E
<br />39104 Single 8-inch 0.042 12-6 16 Nail to studs
<br />joints on supports. FSW, fire-resistant sum wall board. The exterior wall 39102 Mainstreet D4 53 53 53 33
<br />j pports. The panels must be retained by gyp 6'/2-inch Beaded 0.042 12� 16 Staple to studs 8
<br />F-channels, J-channels or aluminum or vinyl fascia caps. sheathing must be covered with awater-resistive barrier. 2 82 82 51
<br />The channels must be fastened to the fascia, nailing strip The studs are assembled with two 16d smooth box nails Board & Batten 34137 Single 8 Vertical 0.048 12 6 16 or solid wood sheathin at 16 inches 406 mm on center, on each end. The wall board is installed vertical) with 3413g Nail to studs 67 67 67 42
<br />9 f ) 3 y Single 8 Vertical 0.048
<br />with nails of sufficient length to penetrate the nailer 1 inch 1 14-inch-long (44.5 mm), No. 6, bugle head drywall Carolina Beaded 38102 10-0 Carolina Beaded 16 Staple to studs 56 56 56 35
<br />(25.4 mm) or to penetrate through the material thickness, screws spaced 8 inches (203.2 mm) on center around the 6124nch Beaded 0.044 12-4
<br />60106 24 Nail to studs 36 36 36 22
<br />perimeter of the board and along the studs- Vertical Single 7-inch whichever is less. The minimum No. 26 gage (0.019 inch) 9 joints g 0:050 10-1
<br />are staggered on opposite sides of the wall. The Northwoods 60107 24 Staple to studs 38 38 38 24
<br />aluminum fascia cap must be bent to form a minimum 9g pp joints Single 10-inch Shake Q-050 16 1 /2-inch 38 mm receiving flange at corners; channels must be Treated with ready -mixed joint compound and 60148
<br />10-0 Northwoods S7 Nail to studs 60. 60 60 38
<br />( ) g g Single 9 inch Shake 0.050 10-4 Northwoods S10 16 Nail to studs 42 42 42 26
<br />shall allow for inch 6.4 mm of expansion at each wall, spark -perforated paper joint reinforcing tape. The siding ( ) xP 9 The following products are sold under the brand name Wolverine: Northwoods S9 16
<br />To permit expansion, panels are measured to length and must be attached to the studs using 1 /z-inch-long Nail to studs
<br />cut t/z inch (12.7 mm) less. The panels are first inserted (38 mm) roofing nails with flat heads, spaced 8 inches Restoration Smooth 36132 Triple 3-inch 0.044 42 42 42 26
<br />12-1 Board &Batten 12 Nail to sheathing 62 62 62 39
<br />(203 mm) on center along the stud. 36118 Double 4'/zinch 0.044 12-1
<br />into the wall channels and then into the fascia channels. American Legend D5 16 Nail to studs 36 36 36 22
<br />Each panel must be secured to the fascia or to nailing The axial load capacity of the wall is limited to a 36110 Double 4 inch 0,044 12-6 16 Staple to studs 33
<br />strips at a maximum of 16 inches (406 mm) on center, maximum load of 1050 pounds (476.7 kg) per stud or Classic 36119 Double 4'12-inch DutchLap 0.044 33 33 21
<br />LJ
<br />Adjacent panels must be interlocked. Fascia caps must 32 percent of maximum design load calculated under the 36122 12-1 American Legend D4 16 Nail to studs 60 60 60 38
<br />Double 5 trtch 0 044 9 then be installed over the panels, and a drip edge must be AF8[PA National Design Specification for Wood 12-0 16 Staple to studs 58 58 58 36
<br />40131 Triple 3-inch 0.042 12-1 16
<br />placed over the cap to reduce moisture intrusion. For porch Construction (NDS)_ Nail to studs 44 44 44 28
<br />ceilings, the ceiling 40110 Double 4 inch 0.042 Staple to studs 69 69 69 43
<br />9 g perimeter is framed with the J cftannels 4.g,2 Fire -resistance -rated Walls an Buildings of Type 4011i 12 ° Encore D5 16
<br />so F-channels, and panel placement is as set Earth far V Construction under the IBC: The vinyl siding may be Double 44nch 0.042 12-6 24 Naii to studs 33 33 33 21
<br />soffits. installed over code-complying,exterior, fire -resistance- American Legend 40122 Double 5-inch 0.042 24 r
<br />12-0 Staple to studs 44 44 44 28
<br />4.4 Fasteners: rated bearing or nonbeanng walls required to be of Type V 40119 Double 4'!Z-inch Dutchlap 0.042 16
<br />construction under the iBC without affecting the hourly 401- 12-1 Encore D4 Nail to studs 64 64 64 40 '
<br />Siding, soffits and accessories must be fastened to framirt 6 /z-inch Beaded p,042 �2 4 16 Staple to studs 53 53 53 33
<br />9 rating of the walls_ 40105
<br />with either .galvanized, aluminum or stainless steel nails Single 84nch 0.042 12-6 Newtown D4 16 Nail to studs
<br />With a minimum length of 1112 inches �38 mm), a shaft 4.7 Wind Resistance: 43130 51 51 51 32
<br />Triple 3-inch 0.040 . 12-1 Newtown D5 16 Nail to studs 38 38 38 24
<br />diameter of 0.122 inch (3 mm), and a lib -inch diameter The design wind pressures must be determined in 43110 Double4 irxh 16
<br />�11.11 mm) head. Minimum embedment into scuds must be accordance with Chapter 16 of the IBC, or Section R301.2 Encore 0.040 12-6 Newtown D5DL Nait to studs 22 22 22 14
<br />14 inch (19.05 mm). Corrosion -resistant staples may also of the IRC, and must not exceed the allowable values 43122 Double 54nch 0.040 12-0 Triple 3-'/a Soffit /Vertical j2
<br />Nail to sheathing 56 56 56 35
<br />be used, where indicated in Table 2_ Staples must be shown in Table 2 0# this report. 43119 Double 4'/24nch Dutchlap 0.040 For SI: 1 inch = 25,4 mm, 1 psf = 0.0479 kPa.
<br />12-1
<br />16 gage, with a minimum length of 1314 inches (44.45 mm) In areas where the basic wind speed (3-second gust) 61110 Double 4-inch 0.040
<br />and a crown width of r/16 inch (11.11 mm). Minimum staple p ( ) 12 6 ZStuds are minimum 2-by-4 wood with a minimum specific gravity of 0,42, _
<br />does not exceed 100 mph 45 (12 and the building height Newtown 61122 Double 5-inch 0.Q40 Nails and staples must be as specified in Section 4.4.
<br />embedment into studs must be 3!4 inch (19.05 mm). is less than or equal to 40 feet (12 192 mm) in Exposure C 61125 12-6
<br />Double 5-inch DutchLap 0.040 12-6
<br />Accessory materials such as comers, starter strips and areas, installation must comply with the prescriptive
<br />trim must be fastened in accordance with the requirements of IBC Section 1405:14.
<br />manufacturer's instructions. In areas where the basic wind speed (3-second gust)
<br />4.5 Types 1, 11, 111 and IV (Noncombustible) does not exceed 110 mph (49 m/s) in Exposure B areas
<br />Construction: and does not exceed 90 mph (40 m1s) in Exposure C areas
<br />or 85 mph (37 m/s) in Exposure D areas, installation must
<br />The vinyl siding may be installed on the exterior of comply with the prescriptive requirements of IRC Section
<br />buildings of any type of construction when installed over R703.4. For applications in excess of the prescriptive
<br />maximum 1-inch-thick (25.4 mm) expanded polystyrene requirements, the installation must be in accordance with
<br />insulation (1 pound per cubic foot (16 kg1m3)j and IRC Section R301.2.1.
<br />a
<br />,
<br />
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