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HomeMy WebLinkAboutPRODUCT REPORTLP® SmartSide® Strand Substrate PR-N124... :d-Wood Lap, Panel, and Vertical Siding Corporation Revised September 29, 2017 Product: LP® SmartSide® Strand Substrate Treated -Engineered -Wood Lap, Panel, and Vertical Siding. Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville, TN 37219 (800) 450-6106 SCANNED www.ipcorp.com BY ci Lue County t. Basis of the product report: 5t, 2015, 2012 and 2009 International Building Code: Section 104.11 Alternative materials 2015, 2012 and 2009 International Residential Code: Section R104.11 Alternative materials ANSI/AWC SDPWS-2015 Special Design.Provisions for Wind and Seismic ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures ICC-ES Acceptance Criteria for Treated -Engineered -Wood Siding, AC321 • APA PRP-108 Performance Standards and Qualification Policy for Structural -Use Panels NES Evaluation Protocol for Determination of Flood -Resistance Properties of Building Elements • APA Reports R&D 87Q-1, T87Q-45, T91 Q-11, T91 Q-20, T97Q-4, T97Q-10, T98Q-13, T98Q-17, T99Q-23, T2008Q-12, T2008P-73, T2008P-74, T2009Q-54, T2011Q-59, T2012P-22, T2015Q-38, T2015Q-39, and T2017P-03, and other qualification data. 2. Product description: Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated -Engineered - Wood Lap, Panel; and Vertical Siding is overlaid with a resin treated paper and is available with either a smooth or embossed surface texture. The siding is treated with Zinc Borate for decay and insect resistance. The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program. All edges are factory sealed with a primer. LP SmartSide lap siding is available in 3/8 and 7/16 Performance Categories, in nominal widths of 6,'7, 8, 9-1/2, and 12 inches and in lengths up to 16 feet. The lap siding may be installed horizontally or vertically. LP SmartSide panel siding is available in 3/8, 7116 and 19132 Performance Categories, 4- foot width and in lengths of 8, 9, and 10 feet. The 3/8 Performance Category panels are available without grooves or with grooves spaced 8 inches on center. The 7/16 and 19132 Performance Category panels are available without grooves or with grooves spaced either 4 or 8 inches on center. Minimum thicknesses at the -groove and shiplap are documented in the plant Quality Manual. LP SmartSide Vertical Siding is a narrow width panel siding and is available in 318 Performance Category, nominal width of 16 inches, and in 16 foot lengths. The vertical siding can only be installed vertically. 3. Design properties: I. Allowable racking shear values for LP SmartSide Strand Substrate panel siding are listed in Table 1. For 3/8Performance Category panels nailed at shiplap edges, use 5/16 Performance Category shear values. For 7/16 and 19132 Performance Category panel sidings nailed at shiplap edges, use 3/8 Performance Category shear values. Design wind © 2017 APA - The Engineered Wood Association 07-02 APA Product Report" PR-N124 Revised September 29, 2017 Page 2 of 13 loads for LP SmartSide Strand Substrate lap and panel siding are listed in Tables 2 and 3, respectively. Design wind loads for LP SmartSide Strand Substrate lap siding when installed over the facer of structural insulated panels (SIPs) are listed in Table 4. Design wind loads for.LP SmartSide Strand Substrate Vertical Siding and lap siding applied vertically are listed in Table 5. 4. Product installation: LP SmartSide Strand Substrate Treated -Engineered -Wood Lap, Panel, and Vertical Siding shall be installed in accordance with recommendations provided by the manufacturer (MM.locori).com/products/siding/lp-smartside-trim-siding/) and APA Engineered Wood Construction Guide, Form E30 (www.ar)awood.org/resource-library), as applicable. The maximum span shall be in accordance with the Span Rating shown in the trademark. The LP SmartSide Strand Substrate lap siding shall be permitted to be installed over the facer of structural insulated panels (SIPs) in accordance with Table 4. LP SmartSide lap siding, when installed vertically, shall be installed over a minimum 7116 Performance Category wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements, and shall be covered by a batten at the siding joint or shall be overlapped with another vertical lap siding in accordance with the recommendations provided by the. manufacturer, as shown in Figures 1 through 4. Lap siding installed vertically can only span one floor plate -to -plate. Each vertical application shall not span beyond one floor to ceiling distance, or one floor to top of gable distance. LP SmartSide Vertical Siding shall be installed over a minimum 7/16 Performance Category wood structural sheathing meeting DOC PSI or DOC PS2 requirements, and shall be covered by a batten at the panel joint in accordance with the recommendations provided by the manufacturer, as shown in Figures 2, 5, and 6. Vertical Siding can only span one floor plate -to -plate. Each vertical application shall not span beyond one floor to ceiling distance, or one floor to top of gable distance. 5. Fire-resistant construction:' Wood structural panels that are not fire -retardant -treated have been shown to meet a Class III (or C) category for flame spread. Unless otherwise specified, fire-resistant construction shall be in accordance with the recommendations in APA Fire -Rated Systems, Form W305 (see link above), 6. Flood resistance evaluation: Selected properties critical to flood resistance of 3/6 and 7116 Performance Category panel siding, including uniform loads, concentrated static loads, concentrated hard body and soft body impact loads, fastener performance, wall racking resistance, edge thickness swell, linear expansion, hygroscopicity, exterior bond performance and large panel and small specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance with NES Evaluation Protocol for Determination of Flood -Resistance Properties of Building Elements. Test results in the dry (as -received) condition and after moisture cycling in accordance with the NES protocol were compared to the requirements specified in [CC Evaluation Service (ICC-ES) Acceptance Criteria for Treated -Engineered -Wood Siding (AC321). Limitations: a) LP SmartSide Strand Substrate Treated -Engineered -Wood Lap, Panel,. and Vertical Siding used outdoors must be finished in accordance with recommendations provided by the manufacturer (see link above) and APA Engineered Wood Construction Guide, Form E30 (see link above). b) The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program. ©2017 APA -The Engineered Wood Association 07-02 APA Product Report® PR-N124 3of13 c) LP SmartSide Strand Substrate Treated -Engineered -Wood panel siding is flood resistant on the properties listed in Section 6. This evaluation applies to 3/8 and 7116 Performance Category panel siding at a 16 o.c. Span Rating. d) LP SmartSldeStrand Substrate Treated -Engineered -Wood Lap and Panel Siding is produced at Louisiana-Pacific Corporation facilities at Hayward, WI, Newberry, MI, Tomahawk, WI, Two Harbors, MN, and Swan Valley, Minitonas, MB, and LP SmartSide Strand Substrate Treated -Engineered -Wood Vertical Siding is produced at Louisiana- Pacific. Corporationfacility at Tomahawk, WI, under a quality assurance program audited by APA. e) This report is subject to re-examination in one year. 8. identification: LP SmartSide Strand Substrate Treated -Engineered -Wood Lap, Panel, and Vertical Siding described in this report is identified by a label bearing the manufacturer's name (Louisiana- Pacific Corporation) and/or trademark, the APA assigned plant number (357 for the Hayward plant, 416 for the Newberry plant, 435 for the Tomahawk plant, 399 for the Two Harbors plant, or 457 for the Swan Valley plant), the product Performance Category, the Span Rating, the. Exposure Rating, the APA logo, the report number PR-N124, and a means of identifying the date of manufacture. Figure 1. Lap siding installed vertically Figure 2. LP®SmartSide® Trim/Batten © 2017 APA - The Engineered Wood Association 07-02 APA Product ReportO PR-N124 Revised September 29, 2017 Page 4 of 13 ,Figure 3. Lap siding attachment detail Figure 5. Vertical Siding Figure 4. LP® SmartSide® Trim/Batten attachment detail Figure 6. Vertical Siding attachment detail © 2017 APA -The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 5of13 Table 1. Allowable Racking Shear (plfl for LP SmartSide Strand Substrate Treated -Engineered -Wood Panel Siding Shear Walls with Framing of Dou las-Fir-Larch orSouthern-Pine -for -Wind -orSeismic Loadin (l.2.3) — Min. Nail Panels Applied Directly to Framing Panels Applied Over Max. 5/8-inch Gypsum Sheathing Performance Category Penetration in Framing Nail Size Nail Spacing at Panel Edges - Nail Size Nail Spacing at Panel Edges (inches) (common or (inches) (common or (inches) galvanized box)o.e) 6. 4 3 4 .2O galvanized box)(7.$) 6 4 3 20) 5/16(ss) 1-1/4 6d. 180 270 350 450 8d 180.. 270 350 450 WS As1 200 300 _ 390 510 200 300 390 510 3/8(6,6) 1-1/2 8d 220 320 410 636 10d 260 380 . 4900) 640 -- 7/16(5) 240 350 450 585 260 380 4900) 640 19/32(s> 1-5/8 10d 340 510 665(4) 870 _ For SI: 1 inch = 25.4 mm. 1 plf = 14.6 N/m. r') For framing of other specles: (aj find speclflc gravity for species of lumber In the National Design Specification for Wood Construction (NDS); (b) find shear value from Table for nails size; (c) multiply value. by 0.82 for species with speck gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. M All panel edges must be backed with 24neh nominal or wider framing. Panels must be installed with the long dimension oriented in the vertical direction. Space nails 6 inches o.c. along intermediate framing members for 318 and 71..16 Performance Category panels Installedon studs spaced 24 inches o.c. For other conditions and panel performance categories, space nails 12 Inches o.c, on Intermediate supports. - - "r For shear loads of -normal or permanent load duration, the values in the Table shall be multiplied by 0.63 or 0.56, respectively. r*) Framing at panel edges must 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into framing of more than 1-6/8 Inches are spaced 3 Inches or less, o.c. Exception: unless otherwise required, 2-Inch nominal framing may be used where full nailing surface Is available and nails are staggered. t') Except as noted in Footnote 7, panel thickness at point of nailing at panel edges determines applicable shear values, except that 3/8 Performance Category panels nailed atshiplap edges use 5/16 Performance Category shear values, and 7116 and 19/32 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category sheer values. m Shiplap edges must be double -nailed; one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value. m Fasteners must not be Installed In panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding. t') Fastener dimensions are as specified in ASTM F 1667. © 2017 APA - The Engineered Wood Association 07-02 Product Report" PR-N124 tad September 29, 2017 6.of13 Table 2a. Lap Sidinq Installed HorizontallV with 0.113" Nails —Max. Allowable Wind Speed, Vasatt) Performance Category Max. Stud Spacing(2) (inches) Siding Width (inches) Max, Allowable Wind Pressure(psf) Max. Allowable Wind Speed Vasd(a) m h Wind E sure Cate o B C D 3/8 16 6 80 170 150 140 7 80 170 150 140 8 74 170 145 130 9.5 61 150 130 120 12 -47 130 110 105 16 6 80 170 150 140 7 80 170 150 140 8 74 170 145 130 9.5 65 150 130 125 12 47 130 110 105 7/16 24 6 69 150 140 130 7 58 150 130 110 8 49 140 120 110 9.5. 41 125 105 100 12 31 1 110 90. 85. For SI; 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 Inches. Lap siding is not a bracing material. Wall studs must have a minimum specific gravity of 0.42 Three -second -gust; based on wind pressures acting toward andaway from building surfaces, at 30-fit height in Zone 5 with smallest effective area in accordance with Chapter 6 ofASCE 7-05„Section R301.2.1 of the 2009 and.2012 IRC, and Section 1609.1.1 of the 20091BC. Table 2b. Lap Siding Installed H izontelIV with 0.113" Nails —Max. Ultimate WindSpeed, Vait(t) Performance Category Max. Stud Spacing(2) (inches) Siding Width (inches) Max. Ultimate Wind Pressure s Max. Ultimate Wind Speed Valt(a) m h Wind Exposure Category B C D 3/8 16 6 133 200(4) 180 180 7 133 - 200(4) 1 00 180 8 123 200(4) 180 160 9.5 102 200(4) 160 150 12 79 180 150 140 7/16 16 6 133 20014) 180 180 7 133 200(4) 180 180 8 123 200i4) 880 160 9.5 102 200(4) 160 150 12 79 180 150 140 P 24 6 115 200(4) 180 160 7 96 180 160 150 8 85 180.. 150 140 9.5 68 160 140 130 12 52 140 120. 110 For 5C i inch = 2b.4 min, I psf = 47.88 Pa, 1 mph = 0.447 mis. (1) One fastener for each stud located 3)4 inch from the top edge of the siding. Each successive course of tap siding must overlap a minimum of 1 inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2Inches. Lap siding Is not a bracing material. (2) Wall studs must have a minimum specific gravity of 0.42. (1) Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1809.1.1 of the 2012 and 2015 IBC, (4) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, V, of 180 mph. © 2017 APA - The Engfneered Wood Association 07-02 APA Product Reports' PR-N124 Revised September 29, 2017 FSi Table 2c. Lap Siding Installed Ho izontally with 0,092" Nails— Max. Allowable Wind Speed, V,,dit> Performance Category Max Stud Spacing(2) (inches) Siding Width (inches). Max. Allowable Wind Pressure s Max. Allowable Wind Speed Vasd(a) (mph) Wind Ex osuCategory re B C D 318 16 6 63 150 130 125 7 .52 145 120 110 8 45 130 110 105 9.5 37 120 100 g0 12 28 105 90 .16 6 63 150 '130 125 7 52 145 120 110 8 45 130 110 105 9.5 37 120 100 90- 12 28 105 90 - 7/16 24 6 42 130 110 100 7 35 120 100 90 8 30 110 90 85 9b 25 110 85 12 19 85 I -or 51: 1 Inch = ZbA rum, 1 pat = 41.88 Pa, 1 mph = 0,447 m/9. One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized. plain (smooth) shank nail, with a minimum shank diameter of 0.092 inch, and long enough to penetrate structural framing or wood structuralpanelsand structural framing a minimum of 1.5 Inches. tap siding is not a bracing material. Wall studs must have a minimum,spectfic gravity of 0.42. (a) Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 o£'ASCE 7-05, Section R301.2.1 of the.2009 and 2012 IRC, and Section 1609.1.1 of the 200918C. 'fable 2d. Lap Siding Installed Horizoritally with 0.092" Nails —Max. Ultimate Wind Sneed. V..M') Performance Category Max. Stud Spacing) (inches) Siding Width (inches) Max. Ultimate Wind Pressure s Max. Ultimate Wind Speed .Vmd3) m h Wind Exposure Category B C D 3(8 16 6 _ 104 2000) 160 160 7 87 180 160 140 8 75 160 140 1 130 9.5 61 150 130 120 12 47 140 115 7116 16 6 104 1 00)4) 160 160' 7 87 1 180 160 1 '140 8 75 160 140 130 9.5 61 150 130 120 12 47 140 115 - 24 6 70 160 140 130 7 58 150 130 120 8 50 140 120 110 9.5 41 130 110 12 32 110 ror Si: i mcn = do.4 mm, 1 pet = 4/.66 t-a, 1 mpn = 0.44t m/s. 0) One fastener for each stud located 3/4 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 inch, and long enough to, penetrate structural framing or wood structural panels and Structural framing a minimum of 1.5 Inches. Lap siding IS not a bracing material. (2) Wall studs must have a minimum specific gravity of 0.42. Pt Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance vdth Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1609.1.1 of the2012 and 201516C. !') Table R301.2(2) of the 2015 IRC is limited toa maximum ultimate design wind speed. Vw, of 180 mph. '© 2017 APA - The Engineered Wood Association 07-02 Product Report® PR-N124 8of13 Table 3a. Panel Siding Installed Vertically with 0.113" Nails— Max:'Allowable Wind Speed, Vasd Fastener Spacing(') Max. Max. Allowable Wind Speed Performance Max. Stud inches c.c.) Allowable Vasdt3l (mph) W nd Exposure Category Category Spacing) Wind (inches) Edges 9 Field Pressure B C D s 16 g 12 43 130 110 100 6 80 170 150 140 3/8' 24 6 12 29 105 90 - 6 .58 150 130 110 16 6 12 43 130 110 100 6 80 170 150 140 7/16 24 6 12 29 105 90 - 6 _ 58 150 130 110 16 6 12 43 130 110 100 6 80 170 150 140 i 19132 24 6 12 29 105 90 6 58 150 130 110 For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. (r) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing orwood structural panels and structural framing a minimum. of 2 inches. (2) Wall studs must have minimum specific gravity of 0.42. (l) Three -second -gust, based on wind pressures acting toward and away from building surfaces. at 30-ft height, In Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 200918C. Table 3b. Panel Sidina Installed Vertically with 0.113" Nails — Max_ Ultimata wind Anaari V.... Fastener Spacing(') Max Max ultimate Wind Speed Performance Max. Stud inches O.C. Ultimate Vwr(3) (Mph) Wnd Fa osure Ca ON Category Sparing(l) Wind (inches) Edges Field Pressure lost) B C D 16 6 12 72 160 140 130 6 - 133 200(4) 180 180 3/8 24 6 12 48 140 115 - 6 96 180 160 150 16 6 12 72 160 140 130 6 133 200I4) 180 180 7116 24 6 12 48 140 175 - 6 96 180 160 150 16 g 12 72 160 140' 130 6 133 2001a) 180 180 19/32 24 6 12 48 140 115 6 96 1So '160 150 For 51: 1 inch = 25.4 mm, 1 pst = 41.68 Pa, 1 mph = 0.447 m/s. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 Inch; and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches '«) Wall studs must have a minimum specific gravity of 0.42. 'ta) Three -second -gust; based on wind, pressures acting ,toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 ofASCE 7-10, Section.R301.2.1 of the 20'I6 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (") Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed. Va, of 180 mph. C 2017APA - The Engineered Wood Association 07-02 APA Product Report' PR-N124 Revised September 29, 2017 Page 9 of 13 Table 3c. Panel Siding Installed Verticaliv with 0.092" Nails— Max. Allowable Wind Speed, d - Fastener Spacing0) Max Max. Allowable Wind Speed, Performance Max Stud inches o.c. Allowable V.A(1) (mph Wind Exposure Category Category Spacing(21 Wind B C D (inches) Edges Field pressure 16 6 12 26 100 85 - 6 52 145 120 110 3/8 24 6 12 17 85- - 6 35 120 100 90 16 6 12 26 100 85 - 6 52 1 145 120 110 7/16 24 6 12 17 85 - - 6 35 120 100 90 16 6 12 26 100 85 .6 52 145 120 110 79/32 24 6 12 -17 85 - - 6 35 120 100 90 For 51: 1 inch = 25.4 mm, 1 pat = 47.88 Pa, 1 mph = 0.447 mis. 4u Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. m Wall studs must have a minimum specific gravity of 0.42. �> Three -second -gust; based on wind pressures scting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective'area in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the.2009 and 2012 IRC, and Section 1609.1.1 of the 2009IBC. Table 3d. Panel Siding Installed Verticallv with 0.092' Nails —Max. Ultimate Wind Soeed. V..,, Fastener Spacing(') Max. Max. Ultimate Wind Speed' Performance Max. Stud inches o.c. Ultimate VLkRt. (Mph) Wind Exposure Category Category Spacing(2) Wind (inches). Edges Field Pressure (psfi 6 C D 16 6 12 44 130 110 ' 6 87 180 160 140 3/8 24 6 12 29 6 58 150 130 120 16 6 12 44 130 110 6 87 ISO 160 140 7/16 24 6 12 29 - - 6 58 150 130 120 16 g 12 44 130 110 - 6 87 180 160 140 19/32 24 ` g 12 29 - - - 6 58 150 130 120 For 5i: 1 incn = 2bA MIT, 1 Pat = 47.88 Pa, 1 mph = 0.447 m/s. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 Inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. la Wall studs must have a minimum specific gravity of 0.42. 'r'I Three -second -gust based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 20151RC, and Section 1609.1.1 of the 2012 and 2015 IBC. (4) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, Vys of 160 mph. n 2017 APA--The Engineered Wood Association 07-02 APA Product Report" PR-N124 Revised September 29, 2017 10 of 13 Tahlo 4a I an Siding Installed Horizontally to SIP M —Max. Allowable Wind Speed. Vasd(2) Performance Category Max. Ring Shank Nail Spacing(3) (inches) Max. Wood Screw Spacings°) (inches) Siding (inches) Max. Allowable PrWind (psfl Max. Allowable Wind Speed VasdO (mph) Wind osure o eqory B C D 3/8 8 ' 12 6 80 170 150 140 7 72E17005 145 130 8 63 130 „125 9.5 54 125 110 12 40 105 90 ! 7/16 12 16 6 58 130 120 7 50 120 110 8 42 110 100 9.5 36 100 90 12 27 85 For SI: ' 1 inch = 25.4 mm, 1 fist = 47.88 Pa, 1 mph = 0,447 m/s. (1) The facer of the structural Insulated panels (SIPS) shall be 7116 Performance Category or thicker OSB sheathing meeting DOC P82 requirements. (2)The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the 'requirements of this Table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. Pi One ring shank fastener located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized ring shank nail, with a minimum shank diameter of 0.092 Inch. Length shall be long enough to fully penetrate wood structural facer panel. (') One #6 wood screw located 3/4 inch from the top edge of the siding may be used. The wood screws must have a minimum shank diameter of 0.164 Inch. Length shall be long enough to fully penetrate wood structural facer panel. !e) Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05. Section R301.2.1 of the 2009 and 2012 IRC, and Section 1809.1.1 of the 2009 IBC. Table 4b. Lap Siding Installed Horizontally to SIPS(1)— Max. Ultimate Wind Speed, Vatt(2)' Performance Category Max. Ring Shank Nail Spacing(3) (inches) Max. Wood Screw Spacing(4) (inches) Siding Width (inches) Max. Ultimate Wind Pressure (pso Max. Ultimate Wind Speed Vult(s) (mph) Wind Exposure Cate o B C D 318 8 12 6 133 200(a) 180 180 7 119 2000) 160 160 8 105 20DA 660 160 9.5 90 180 160 150 12 67 160 140 120 7116 12 16 6 97 200(e) 660 150 7 79 180 150 140 8 70 .160 140. 130 9.5 60 150 130 120 12 45 1 13 1 115 j For Sl: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 't mph = 0.447 m/s. (n The facer of the structural insulated panels (SIPs) shall be 7/16 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements. (2) The tabulated values represent the capacity of the LP Lap Siding installed to acox'dance with the requirements of this table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. m One ring shank fastener located 3/4 Inch from the top edge of the siding. Each successive course of lap siding must overlap aminimum of 1 Inch. Fasteners shall be a hot dipped galvanized ring shank nail, With a minimum shank diameter of 0.092 Inch. Length shall be long enough to fully penetrate wood structural facer panel, (4) One 48 wood screw located 314 Inch from the top edge of the siding may be used. The wood screws must have a minimum shank diameter of 0.164 Inch. Length shall be long enough to fully penetrate wood structural facer panel. (e Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height. in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2016 IRC, and Section 1609.1..1 of the 2012 and 2015 IBC. (6) Table R301.2(2) of the 2015.IRC Is limited to a maximum ultimate design wind speed, V�¢, of 180 mph. © 2017 APA - The Engineered Wood Association 07-02 APA Product Report" PR-N124 Revised September 29. 2017 Page 11 of 13 Table 5a. Vertical Sidinq or Lao Siding Installed Vertically — Max. Allowable Wind SnPPd_ V-- 0) Fastener Max. Max. Allowable Wind Speed, Vam(a) V Pert. Siding Siding Edge Allowable (mph Wind Exposure teqory o Category Type Width Spacing Wind B C D (inches) (inches o.c.) Pressure s Vertical Siding ISM .6(4) 60 170 150 140 3/8 La 6(3) 72 170 145 130 7l33 62 150 130 120 Siding g() 145 125 110 Installed 12(b)54 9.5t3) 46 130 110 105 Vertically 12() 36 1 120 100 90 n 6(s) 72 170 145 130 Val 62 150 130 120 . Siding fits) 54 145 125 110 7116 Installed 12(s) 9.5(s) 45 130 110 .105 Vertically 120) 36 120 100 g0 For Si: -i inch =25.4 mm, 1 psi=4rm Pa,i Mph =U.447 m/S. 0) Siding shall be installed over 7/16 Performance Category or thicker wood structural panel sheathing meeting DOC PSi or DOC PS2 requirements. 12) Vertical Siding installed In accordance with Figures 2, 6, and 6. (11) Lap Siding Installed vertically In accordance with Figure 1 through 4. I9 Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 6,inches o.c.. along the siding perimeter in accordance with Figures 5 and 6. Est Fasteners'musl be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 12 Inches o.c. along alternating edges of the length of the trinybatten in accordance with Figures 1 and 4. lsl Three -second -gush based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area to accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 20091BC. © 2017 APA - 777e Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 12 of 13 Table 5b. Vertical Sidin or Lap Siding Installed Vertically - Max. Ultimate Wind Speed, Vmt0) Fastener Max' Max. Ultimate Wind Speed, Peg Siding Siding Edge Ultimate Vu46) (mph) Wind Exposure Category Category Type Width Spacing Wind B C D. (Inches) (Inches i.cJ Pressure s Vertical 16(2) 6(4) 133 206 180 1 160 Siding 6(3) 120 200 180 150 3/8 Lap 103 200 160 160 Siding 12(s) �7(3) 90 180 160 .150 Installed ) 76 160 150 130 Vertically 12R 60 1 150 1 130 120 120 200 180 160 Lap 103 200 160 160 7116 Siding 12(5) 01620(3) 90 180 160 150 Installed 76160 150 130 Vertically 80 150 130 120 For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. (1) Siding shall be Installed over 7/16 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS27eg6irements. (2) Vertical Siding Installed in accordance with'Figures 2, 5, and 6. (3) Lap Siding Installed vertically 6 accordance with Figure 1 through 4. (0 Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 6 inches o.c. along the siding perimeter in accordance with Figures 2, 5, and S. (� Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 12 inches o-c. along alternating edges of the length of the batten in accordance with Figures 1 and 4. (a) Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE7-10, Section R301.2.1 of the 2015,IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. r © 2017 APA - The Engineered Wood Association 07-02 Product Report® PR-N124 ied September 29, 2017 APA — The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute. (ANSI). APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products. APA is an accredited certification body under ISOHEC 17065 by Standards Council of Canada (SCC), an accredited Inspection agency under ISOAEC 17020 by International Code Council fICC) Intemational Accreditation Service OAS), and an accredited testing organization under 'SOAEC 17025 by IAS. APA is also an approved Product Certification Agency, Testing Laboratory, Quality Assurance Entity, and Validation Entity by the State of Florida, and an approved testing laboratory by City of Los Angeles. APA—THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 7011 So. 19'h St. • Tacoma, Washington 96466 Phone: (253) 565-6600 • Fax: (253) 565-7265 • Internet Address: wv w.aoavaood orc PRODUCT SUPPORT HELP DESK (253) 620-7400 • E-mallAddress help@apawood.org DISCLAIMER APA Product Report® is a trademark of APA — The Engineered Wood Association, Tacoma, Washington. The information contained herein is based on product evaluation in accordance with the references noted in this report. Neither APA, nor its members make any warranty, expressed or implied,.or assume anylegai liability or responsibility for the use, application of, and/or reference to opinions, findings, conclusions, or recommendations included In this report. Consult your local jurisdiction or design professional to assure compliance with code, construction, and Performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. 2017 APA - The Engineered Wood Association of 13 07-02