Loading...
HomeMy WebLinkAboutPRODUCT REPORT - SIDING1 LP® SmartSide® Strand Substrate PR-N124... Treated -Engineered -Wood Lap, .Panel, and Vertical Siding Louisiana-Pacific 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 www.locorp.com Basis of the product report: 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, T2011 Q-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, 7/16 and 19/32 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 19/32 . 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 3/8 Performance Category, nominal width of 16 inches, and in 16 foot lengths. The vertical siding can only be installed vertically. 3. Design properties: Allowable racking shear values for LP SmartSide Strand Substrate panel siding are Listed in Table 1. For 3/8 Performance Category panels nailed at shiplap edges., use 5116 Performance Category shear values. For 7/16 and 19/32 Performance Category panel sidings nailed at shiplap edges, use 3/8 Performance Category shear values. Design wind v cv r nrn - i>>a cnyiu@8f8G ✓Ouu SSuCldu'Ori 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 overthe 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 (www.locoro.com/products/siding/lo-smartside-trim-siding/) and APA Engineered Wood Construction Guide, Form E30 (www.aoawood.orq/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 7116 Performance Category wood structural sheathing meeting DOC PS1 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 3/8 and 7/16 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 ICC Evaluation Service (ICC-ES) Acceptance Criteria for Treated -Engineered -Wood Siding (AC321). 7. 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. v 2017 APA - The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 3 of 13 c) LP SmartSide Strand Substrate Treated -Engineered -Wood panel siding is flood resistant on the properties listed in Section 6. This evaluation applies to 318 and 7/16 Performance Category panel siding at a 16 o.c. Span Rating. d) LP SmartSide Strand Substrate Treated -Engineered -Wood Lap and Panel Siding is produced at Louisiana-Pacific Corporation facilities at Hayward, WI, Newberry, Ml, 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 Corporation -facility 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 A PA Product ReportO PR-N124 Revised September 29, 2017 Page 4 of 13 MwiV` -At ve-/ Figure 3. Lap siding attachment detail Figure 5. Vertical Siding 2017 APA - The Engineered 141bod Association Figure S. Vertical Siding attachment detail 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 5 of 13 Table 1. Allowable Racking Shear (plo for LP SmartSide Strand Substrate Treated -Engineered -Wood Panel Siding Shear Walls with Framing of Doualas-Fir-Larch or Southern Pine for Wind or Seismic Loadina(l•2.3) Min. Nall Panels Applied Directly to Framing Panels Applied Over Max. 5/8-inch Gypsum Sheathing Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Nail Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches) (inches) galvanized galvanized ed 6 4 3 6 4 3 2t41 box)g-sl .20.) ox•zs) 5/16t561 1-1/4 fid 180 270 350 ,450 ed 180 270 350 450 3/80.6l 200 300 390 510 200 300 390 510 3/00) 1 -1/2 Sd 220 320 410 530 10d 260 380 - 490t41 640 7/1609i 240 350 450 585 260 380 4900) 640 19/321b1 1-5/8 10d 340 510 W5t4► 870 - - - - - For Sl: 1 Inch = 25.4 mm, 1 plf =14.6 N/m. For framing of other species: (a) find specific 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 specific gravity greeter than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. e1 All panel edges must be backed with 24nch 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 3/8 and 7/.16 Performance Category panels installed on -studs spaced 24 inches o.c. For other conditions and panel performance categories, space nails 12 Inches o.c, on intermediate supports. I3r For shear loads of.nomral or permanent load duration, the values in the Table shall be multiplied by 0.63 or 0.56, respectively. (4) Framing at panel edges must be 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, 24rch nominal framing may he used where full nailing surface Is available and nails are staggered. ' (5) 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 at shiplap edges use 5/16 Performance Category shear values, and 7116 and 19132 Performance Category panel sidings nailed at shiplap edges use 3/8 Performance Category shear values. r6r Shiplap edges must be double -nailed; one nail must be placed in the undedap 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. car Fastener dimensions are as specified in ASTM F 1667. © 2017 APA - The Engineered Wood Association 07-02 . APA Product Report® PR-N124 Revised September 29, 2017 Page 6 of 13 Table 2a. Lap Siding Installed Honzo, tally witn u.1 1;5-- wails — max. Aliowame virina toeea, vasdk' Performance Category Max. Stud Spacing(2) (inches) Siding Width (inches) Max. Allowable Wind Pressure (psf) Max. Allowable Wind Speed Vi (mph) Mind E) oppos Cat e o B C 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 7/16 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 24 6 69 150 140• 130 7 58 150 130 110 8 49 140 120 110 9.5 41 125 105 100 12 31 110 1 90 85. For SI: 1 inch = 25.4 mm. 1 nsf = 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 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 2009 IBC. Tahla ?h 1 an Siriina installed Hori7nntaily with 0.11.3° Nails — Max. ultimate Wind Sneed_ V-0) Performance Category Max. Stud Spacing(2) (inches) Siding Width (inches) Max. Ultimate Wind Pressure s Max. Ultimate Wind Speed VwP) (mph) Wind Exposure Cateqary B C D . 3/8 16 6 133 200(4) 180 180 7 133 200(4) 180 180 8 123 200t4) 180 160 . 9.6 102 200(4) 160 150 12 79 180 150 140 7/16 i 16 6 133 200K 180 180 7 133 200(4) 180 180 8 123 200t4) 180 160 9.5 102 2000) 160 150 12 79 180 150 140 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 t-or si: i incn =10.4 mm, -i PST = 4r.uts ra, i mpn = u.44r mis. 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 0.113 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. (3) 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 1609.1.1 of the 2012 and 2015 IBC. i6) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, V.,r, of 180 mph. © 2017 APA - The Engineered wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 7 of 13 Table 2c. Lap Siding Installed Horizontally with 0.092" Nails — Max- Allowable Wind Speed, Vasdtl) Performance Category Max Stud Spacing(2) (inches) Siding Width (inches) Max. Allowable Wind Pressure s Max. Allowable Wind Speed Vasdt3l nr h Wind Exposure Cateqory 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 90 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 9.5 25 100 1 - 85 - 12 19 85 1 - - 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 0.092 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. (z) Wall stud$ must have a minimum specific gravity of 0.42. (3) 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 2009 IBC. Table 2d. Lap Siding Installed Horizontally with 0.092' Nails —Max. Ultimate Wind Speed, Vu,et'> Performance Category Max. Stud Spacing(2) (inches) Siding Width (inches) Max Ultimate Wind Pressure s Max. Ultimate Wind Speed Vuirt3i (mph) Wind Exposure Cateoory B C D 318 16 6 104 2000) 160 160 7 87 180 160 140 8 75 160 140 130 9.5 61 150 130 120 12 47 140 115 - 7/16 16 -6 104 2000) 160 160' 7 87 180 160 140 •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 1 140 120 110 9.5 41 130 110 - 12 32 110 - For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. I'I 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) Wail studs must have a minimum specific gravity of 0.42. (S) 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 1609.1.1 of the 2012 and 2015 IBC. (S) Table R301.2(2) of the 2015 IRC is limited to a mabmum ultimate design wind speed, Vwt, of 180 mph. O 2017 APA - The Engineered Wood Association 07-02 APA Product Report° PR-N124 Revised September 29, 2017 Page 8 of 13 Table 3a. Panel Siding Installed Vertically with 0.113' Nails — Max. Allowable Wind Speed, Vasd Fastener Spacing0) Max. Max. Allowable Wind Speed [Performance Max. Stud inches o.c. Allowable Vasdt3l (mph) Wind Exposure Cateqory Category Spacing() Wind B G D (inches) Edges g Field Pressure s 16 6 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 19/32 24 6 12 29 105 90 - '6 58 150 130 110 t-or SC 1 incn =;M4 mm, 1 psi = 4/.till He, l mpn = u.441 m/S. (1) 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. (2) Wall studs must have a minimum specific gravity of 0.42. (3) 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 2009 IBC. TahiP'3h_ Panel Sidinn Installed Vertically with n 113° Nails — Max 111timnto Wind Cnaorl v- Fastener Spacing0) Max. Max Ultimate Wind Speed Performance Max. Stud inches O.C. Ultimate Vwt3I (mph) Wind Exposure C teaory Category Spacing(2) Wind B C D (inches) Edges Field Pressure s 16 8 12 72 160 140 130 6 133 2000) 180 180 3/8 24 6 12 48 140 115 - 6 96 - 180 160 150 16 6 12 72 160 140 130 6 133 2000) 180 180 7/16 24 6 12 48 140 115 - 6 96 180 160 150 16 6 12 72 160 140 130 6 133 2000) 180 180 19/32 24 6 12 48 140 115 - 6 96 180 1 '160 150 rui of. i incrr = 4e.4 min, r psr = '+r.00 ra, i inpn = u." i mis. (') 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 (2) Wall studs must have a minimum specific gravity of 0.42. (3) 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. (4) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, V�jj, of 180 mph. V 2017 APA - The Engineered Wood Association 07-02 i APA Product Report° PR-N124 Revised September 29, 2017 Page 9 of 13 Table 3c. Panel Siding Installed Verticallv with 0.092" Nails —Max. Allowable Wind Speed, V11sd Fastener Spacing(') Max Max. Allowable Wind Speed, Performance Max. Stud inches o.c. Allowable V85dt3J (mph) Wind E osure Cat ory Category g ry Spacing(2) Wind B C D (inches) Edges Field Pressure 16 6 12 26 100 85 - 6 52 145 120 110 318 24 6 12 17 85 - - 6 35 120 100 90 16 6 12 26 100 85 - 6 52 145 120 110 7116 12 17 85 - - 24 6 6 35 120 100 90 16 6 12 26 100 85 - 6 52 145 120 110 19/32 24 6 12 17 85 - - 6 35 120 100 90 For 51: 1 incn = 2b.4 mm, 1 pSt = 41.6b Na, 1 mpn = u.44t mis. (1) . 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. (3) Three -second -gust; based on Wind pressures adingloward wiand 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 2009 IBC. Tnhle 3d_ Panel Sidina Installed Verticaliv with 0.092° Nails — Max- flltimatr; Wind SnPpri_ V..,. Fastener Spacing(') Max. Max Ultimate Wind Speed Performance Max. Stud inches o.c. Ultimate WO) (mph), Wind Exposure Cateaory Category Spacing(2) Wind (inches) Edges Field Pressure s B C D 16 6 12 44 130 110 - 5 87 180 160 140 318 24 6 12 29 - - - 6 56 150 130 120 16 6 12 44 130 1 110 - 6 87 180 160 140 7/16 24 6 12 29 - - - 6 58 150 130 120 16 6 12 44 130 110 - 6 87 180 160 140 19132 24 6 12 29 - - - 6 58 150 130 1 120 For Sl: 1 inch = 25.4 mm. 1 osf = 47.88 Pa. 1 moh = 0.447 mis_ (') 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. rr Wall studs must have a minimum specific gravity of 0,42. (') 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 1609.1.1 of the 2012 and 2015 IBC. i43 Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, Vwc of 180 mph. Q 2017 APA The Engineered WbGd Associarion 07-02 APA Product Report8 PR-N124 Revised September 29, 2017 Page 10 of 13 M\ Table 4a. Lap Sidin installea rlorizontau to oirs% — rvrax, t�nuwavtG vruw .�Lrccu, Performance Category Max. Ring Shank Nail Spacing()Spacingt4l (inches) , Max. Wood Screw (inches) Siding Width (inches) Max. Allowable Wind Pressure (psf) Max. Allowable Wind Speed Vasdt'� (mph) Wind Exposure Cate o ry B C D 3/8 8 12 6 80 170 160 140 7 72 170' 145 130 8 63 150 130 125 9.5 54 145 125 110 12 40 125 1'05 90 7116 12 16 6 58 150 130 120 7 50 140 120 110 8 42 130 110 100 9.5 36 120 100 90 12 27 105 85 - For Sl:.1 inch"= 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. (') The facer of the structural insulated panels.(SIPs) shall be 7116 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements. 0 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. i3I 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. M One #8 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. (5) 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 2009 IBC. Table 4b. La Siding Installed Horizontal) to SIPst'I — Max. Ultimate Wind 5 eed; Vuiti`I Performance Category Max. Ring Shank Nail Spacing(3) (inches) Max. Wood Screw Spacing(4) (inches) Siding Width (inches) Max. Ultimate Wind Pressure (Psf) Max. Ultiinate Wind Speed Vuitisl (mph) Wind Exposure Category B C D 3/8 8 12 6 133 180 180 7 119 160 160 8 105 E29nn(66)) 160 160 9.5 90 160 150 12 67 140 120 7116 12 16 6 97 • 160 150 7 79 180 150 140 8 70 .160 140 130 9.5 60 150 130 120 12 45 130 115 Fnr Sl- 1 inch = 25.4 mm_ 1 nsf = 47.88 Pa. 1 mph = 0.447 m/s. (t) 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 in accordance with the requirements of this table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. (') 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, i°I One 48 wood screw located 3/4 inch from the top edge of the siding may be used. The woad screws must have a minimum shank diameter of 0.164 inch. Length shall be long enough to fully penetrate wood structural facer panel. (5) 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 25 of ASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (ei Table R301.2(2) of the 2015 IRC Is limited to a maximum ultimate design wind speed, Vmt, of 180 mph. © 2017 APA - The Engineered Wood Association 07-02 APA Product Reports PR-N124 Revised September 29, 2017 Page 11 of 13 'r 1,!- r-- 11-4i of Ciriinn nr I on CiAnn Instal[PH Vertically — Max. Allnwable Wind Sneed. V..,,(') i Pert. Category Siding Type Siding Width (inches) Fastener Edge Spacing (inches o.c.) Max Allowable Wind Pressure W Max. Allowable Wind Speed, Vasd(s) (mph) Wind Exposure Cate o B C D � Vertical Sidin 16(2) 6(a) 80 170 150 140 3!8 Lap Siding Installed Vertically 6(3) 12(s) 1 72 170 145 130 7(3) 62 150 130 120 8(3) 54 145 125 110 9 5(3) 46 130 110 105 120) 36 120 100 90 7116 Lap Siding Installed Vertically 6(3) 120) 72 170 145 130 7(3) 62 150 130 120 8(3) 54 145 125 110 9.53) 46 130 110 105 12{3) 36 120 100 90 For St: 1 inch = 25.4 mm, 1 psr = 41.dd Fa, i mpn = u.44r mis. I'i Siding shall be installed over 7/16 Performance Category or thicker wood structural panel sheathing meeting DOC PSI or DOC PS2 requirements. r� Vertical Siding installed In accordance with Figures 2, 5, and 6. (3) Lap Siding Installed vertically in accordance with Figure 1 through 4. (4) 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. �i 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 trim/batten In accordance with Figures 1 and 4. Ise 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 2009 ISC. © 2017 APA - 77ne-Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 12 of 13 Table 5b. Perf. Category Vertical Sidin Siding Type or La Siding Width (inches) Sidin Instaliea Fastener Edge Spacing (inches o.c.) verucaii- Max. Ultimate Wind Pressure s max. ununaie rvrnta Q t:cu, .ult. Max. Ultimate Wind Speed, Vul((s) Imnhl Wind Exposure Cateriory B C D Vertical Siding 16(2) 6(4) 133 200 ISO ISO 318 Lap Siding Installed Vertically. 6(3) 12(5) 120 200 180 160 7(3) 103 200 160 160 8(3) 90 ISO 160 150 9 5(3) 76 160 150 130 12) 60 150 130 120 7116 Lap Siding Installed Vertically 60) 12R 120 200 180 160 7(3) 103 200 160 160 8(3) 90 ISO 160 150 9.53) 76 160 150 130 12(3) 80 150 130 120 For Si: 1 incn = Zb.4 mm, 1 PST = 4/ .00 ra, i I uNu T . r*+ all (1) Siding shall be installed over 7/16 Performance Category or thicker wood structural panel sheathing meeting DOC PSI or DOC PS2 requirements. (2) Vertical Siding installed in accordance with Figures 2, 5, and 6. (3) Lap Siding installed vertically in accordance with Figure 1 through 4. (4) Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall. belong 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 6. (5) 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. (6� 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 1609.1.1 of the 2012 and 2015 IBC. © 2017 APA - The Engineered Wood Association 07-02 APA Product Report° PR-N124 Revised September 29, 2017 Page 13 of 13 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 ISO/IEC 17065 by Standards Council of Canada (SCC), an accredited Inspection agency under ISO/IEC 17020 by Intemational Code Council (ICC) International Accreditation Service (IAS), and an accredited testing organization under ISO/IEC 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. 191h St • Tacoma, Washington 98456 Phone: (253) 565-6600 ■ Fax (253) 565-7265 • Internet Address: www.aoavrood.orq PRODUCT SUPPORT HELP DESK (253) 620-7400 • E-mal/Address: 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 the product evaluation in accordance with the references noted in this report Neither APA, nor its members make any warrardy, expressed or impiled,.or assume any legal 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 1 07-02