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760 REDFIN DR ACC22-0022 FL13265_R6_AE_CAE ER 2001-13.2 Soffit VentedPlus REV 5-25-22_1Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.2 Date: December 9, 2020 Page 1 of 6 ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2012, 2015 and 2018 International Building Code® Test Configuration No.Thickness (in.)Width (in.) Frame Spacing (in.) Perimeter Supports Field Supports Ultimate Load (PSF) Allowable Design Load1 2 0.25 16 24 8 8 -114.7 -38.2 1 0.25 16 16 8 8 -143.3 -47.8 4 0.25 24 24 4 4 -159.0 -53.0 5 0.25 24 24 4 4 -189.7 -63.2 6 0.25 24 24 6 6 -78.3 -26.1 7 0.25 16 16 8 0 -85.0 -28.3 8 0.25 24 24 8 8 see footnote 3 -29.0 EVALUATION PURPOSE: REFERENCE REPORTS: TEST RESULTS: This analysis was performed to determine the maximum design 3-second gust wind speed to be resisted by an assembly of the subject product fastened to wood framing with nails and metal framing with pneumatic power driven fasteners. 4d ring shank siding nail 0.090" x 1.5"x 0.215" Table 1, Results of Transverse Load Testing EVALUATION FOR COMPLIANCE WITH THE FOLLOWING: Fastener Spacing (in.) Fastener TypeFrame Type EVALUATION SUBJECT HardieSoffit® VentedPlus™ Sidings James Hardie Product Trade Names covered in this evaluation: HardieSoffit® VentedPlus™ Sidings 2X4 SPF wood with SG=0.42 ET&F shot pin 0.100" x 1.5" x 0.250" 4d ring shank siding nail 0.090" x 1.5"x 0.215" 4d ring shank siding nail 0.090" x 1.5"x 0.215" 2X4 SPF wood with SG=0.42 2X4 SPF wood with SG=0.42 Minimum 20-gage Steel (min. Fy' = 33 ksi) 6d siding nail 0.092" x 2.0" x 0.222" 6d common nail 0.113"x2.0"x0.266" 2X4 SPF wood with SG=0.42 2X4 SPF wood with SG=0.42 4d ring shank siding nail 0.090" x 1.5"x 0.215" 3. The allowable design load for Configuration 8 was determined via engineering analysis in the CAE Report No. 19007-1.1 2X4 SPF wood with SG=0.42 2. The product is currently listed by Intertek Spec ID 39752 for compliance with ASTM C1186-08(12), Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 1. Intertek, Test Report No. I6127.01-303-44 R6 (Revision date 7/24/19) 2. CAE Engineering Report No. 19007-1.1, dated 7/31/193.CAE Engineering Report No. 2001-1, dated 2/7/20 ACC22-0022 By Toni Gindlesperger at 4:14 pm, May 25, 2022 By Mike Jones at 1:31 pm, Jun 09, 2022 Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.2 Date: December 9, 2020 Page 2 of 6 Equation 1,qz = 0.00256*Kz*Kzt*Kd*V2 {ASCE 7-10 Eq. 30.3-1} qz = 0.00256*Kz*Kzt*Kd*Ke*V2 {ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor. It's permited to take Ke = 1 V or, V=Vult Equation 2,p=qh*(GCp-GCpi){ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} p , design pressure (psf) for siding (allowable design load) qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} To determine design pressure at mean roof heigth (z=h), substitute qz into Equation 2, Equation 3,p=0.00256*Kz*Kzt*Kd*V2*(GCp-GCpi)(ref. 2015/2018 IBC) or p=0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi){ref 2017/2020 FBC) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 4,0.6D + 0.6W {ref. ASCE 7-10 and ASCE7-16 section 2.4.1, load combination 7} D , dead load W , wind load Equation 5,pasd = 0.6*[p] = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] To determine the Basic Wind Speed (V) or Ultimate Wind Speed (Vult) for HardieSoffit VentedPlus Siding in Table 4 in next page, solve Equation 5 for V or Vult, Equation 6, V = Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 7,Vasd = Vult * (0.6)0.5 {ref. 2017 FBC Equation 16-33} Vasd = V * (0.6)0.5 Vasd , Nominal design wind speed (3-second gust, mph){ref. 2015 IBC, 2017 and 2020 FBC Eq. 16-33} V , Basic design wind speed (3-second gust, mph) {ref. 2018 IBC Eq. 16-33} Wall Zone 5 Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 0.57 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 Kz The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Height (ft) Table 2 - Coefficients and Constants used in Determining V and p , basic wind speed (mph) as determined in: ASCE 7-10 Figures 26.5-1A, B, or C; The wind speed (refers to as Vasd) can be calculated based on the following equation in the 2017 FBC: DESIGN WIND LOAD PROCEDURES: , ultimate design wind speeds (3-second gust) determined from 2017 FBC Figures 1609.3(1), 1609.3(2), or 1609.3(3). Fiber-cement siding transverse load capacity (wind load capacity) is determined by testing in accordance with published test standards and criteria. From the transverse load test results, the allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5-1A, 26.5-1B, and 26.5-1C) and ASCE 7-16 (Figures 26.5-1A to -1D, 25.5-2A to -2D), or the figures in the building code as applicable. For this analysis under the FBC, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 (2017 FBC) ASCE 7-16 (2020 FBC) Section 2.4 combining nominal loads using ASD Load Combination 7 (0.6D + 0.6W) which uses a load factor of 0.6 applied to the wind velocity pressure. To determine the Allowable Stress Design Pressure (Pasd), apply the load factor for W (wind) from Equation 3 to p (design pressure) determined from equation 4 Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.2 Date: December 9, 2020 Page 3 of 6 Wind Speed (3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Wind Speed (3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Wind Exposure B Wind Exposure C Wind Exposure D Table 4 - Pasd (PSF) for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category C Table 5 - Pasd (PSF) for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category D Table 3 - Pasd (PSF) for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category B Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.2 Date: December 9, 2020 Page 4 of 6 Test Results Perimeter Field 0-15 163 148 134 126 114 104 -38.2 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 163 144 131 126 111 101 -38.2 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 163 140 129 126 109 100 -38.2 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 163 138 126 126 107 98 -38.2 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 159 135 125 123 105 97 -38.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 156 133 123 121 103 95 -38.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 154 132 122 119 102 95 -38.2 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 151 130 121 117 101 94 -38.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 149 129 120 116 100 93 -38.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 148 128 119 114 99 92 -38.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 122 108 102 95 84 79 -38.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 182 165 150 141 128 116 -47.8 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 182 160 146 141 124 113 -47.8 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 182 157 144 141 122 111 -47.8 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 182 154 141 141 119 109 -47.8 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 178 151 139 138 117 108 -47.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 175 149 138 135 116 107 -47.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 172 147 136 133 114 106 -47.8 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 169 146 135 131 113 105 -47.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 167 144 134 129 112 104 -47.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 165 143 133 128 111 103 -47.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 137 121 114 106 94 88 -47.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 192 174 158 148 135 122 -53.0 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 192 169 154 148 131 119 -53.0 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 192 165 151 148 128 117 -53.0 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 192 162 149 148 125 115 -53.0 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 188 159 147 145 124 114 -53.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 184 157 145 142 122 112 -53.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 181 155 144 140 120 111 -53.0 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 178 154 142 138 119 110 -53.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 176 152 141 136 118 109 -53.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 174 151 140 135 117 108 -53.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 144 128 120 111 99 93 -53.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 209 190 173 162 147 134 -63.2 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 209 185 168 162 143 130 -63.2 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 209 181 165 162 140 128 -63.2 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 209 177 163 162 137 126 -63.2 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 205 174 160 159 135 124 -63.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 201 172 159 156 133 123 -63.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 198 170 157 153 131 122 -63.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 195 168 155 151 130 120 -63.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 192 166 154 149 129 119 -63.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 190 165 153 147 128 118 -63.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 157 139 131 122 108 101 -63.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 134 122 111 104 95 86 -26.1 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 134 119 108 104 92 84 -26.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 134 116 106 104 90 82 -26.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 134 114 104 104 88 81 -26.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 132 112 103 102 87 80 -26.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 129 110 102 100 85 79 -26.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 127 109 101 98 84 78 -26.1 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 125 108 100 97 83 77 -26.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 123 107 --96 83 ---26.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 122 106 --95 82 ---26.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 101 ----78 -----26.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 140 127 115 109 98 89 -28.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 140 124 113 109 96 87 -28.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 140 121 111 109 94 86 -28.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 140 118 109 109 92 84 -28.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 137 117 107 106 90 83 -28.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 134 115 106 104 89 82 -28.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 132 114 105 102 88 81 -28.3 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 130 112 104 101 87 81 -28.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 129 111 103 100 86 80 -28.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 127 110 102 98 85 79 -28.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 105 ----82 -----28.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0 2X4 SPF wood with SG=0.42 16 8 4 4 6 BBuilding Height3 (feet) Stud Spacing (inches) Frame Type HardieSoffit® VentedPlus™ Sidings 1/4 16 4d ring shank siding nail 0.090" x 1.5"x 0.215" 8 Width (inches) Fastener Type2 Product Thickness (inches) Product HardieSoffit® VentedPlus™ Sidings 8 GCpiDCBDCExp C Exp D Kd GCp 24 4 6d siding nail 0.092" x 2.0" x 0.222" Fastener Spacing (in.) Allowable Design Load (PSF) Exp B 1/4 1/4 Wind Exposure Category Coefficients used in Table 6 calculations for Vult6 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 8 Wind Exposure Category Kz Kzt 24 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 24 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable 2X4 SPF wood with SG=0.42 24 ET&F shot pin 0.100" x 1.5" x 0.250" 2X4 SPF wood with SG=0.42 16 HardieSoffit® VentedPlus™ Sidings 1/4 16 4d ring shank siding nail 0.090" x 1.5"x 0.215" 2X4 SPF wood with SG=0.42 HardieSoffit® VentedPlus™ Sidings 16 TABLE 6 -MAXIMUM WIND SPEEDS (MPH) FOR HARDIESOFFIT VENTEDPLUS SIDING 1 HardieSoffit® VentedPlus™ Sidings 1/4 24 6d common nail 0.113"x2.0" x0.266" 4 2X4 SPF wood with SG=0.42 24 4d ring shank siding nail 0.090" x 1.5"x 0.215" 8 6 Minimum 20-gage Steel (min. Fy' = 33 ksi) 24 HardieSoffit® VentedPlus™ Sidings 1/4 Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.2 Date: December 9, 2020 Page 5 of 6 Test Results BBuilding Height3 (feet) Stud Spacing (inches) Frame Type Width (inches) Fastener Type2 Product Thickness (inches) Product GCpiDCBDCExp C Exp D Kd GCpFastener Spacing (in.) Allowable Design Load (PSF) Exp B Wind Exposure Category Coefficients used in Table 6 calculations for Vult6 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind Exposure Category Kz Kzt 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable TABLE 6 -MAXIMUM WIND SPEEDS (MPH) FOR HARDIESOFFIT VENTEDPLUS SIDING 1 0-15 142 129 117 110 100 90 -29.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 142 125 114 110 97 88 -29.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 142 122 112 110 95 87 -29.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 142 120 110 110 93 85 -29.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 139 118 109 107 91 84 -29.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 136 116 107 105 90 83 -29.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 134 115 106 104 89 82 -29.0 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 132 114 105 102 88 81 -29.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 130 113 104 101 87 81 -29.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 129 112 104 100 86 80 -29.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 106 ----82 -----29.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 1. Installation must be in accordance with siding manufacturer's instructions. 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). Linear interpolation of building height (≤ 60 ft) and wind speed is permitted. 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.5 LIMITATIONS OF USE: 4. Vasd = nominal design wind speed 7. 2015 IBC, 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 5. Vult = ultimate design wind speed 24 HardieSoffit® VentedPlus™ Sidings 1/4 24 4d ring shank siding nail 0.090" x 1.5"x 0.215" 8 8 2X4 SPF wood with SG=0.42 1) Fastener pullout must be evaluated when installed into species of wood studs other SPF as tested. Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.2 Date: December 9, 2020 Page 6 of 6 Test Configuration No. Fastener Type & Dimensions (length x shank dia. x head dia.) Shank Dia., D (in.) Fastener Penetration into Wood Framing, P (in.) Load Durtaion Factor Cd Wood Framing SG4 Allowable Withdrawal Capacity1 W' (lb.) Allowable Design Pressure2 (psf) Wind Pressur e Area (ft2) Number of Fasteners Single Fastener Tributary Area (ft2) Single Fastener Load @ Design Pressure3 (lb.) Fastener Load @ Design Pressure Exceeds W' (Y/N) 2 4d ring shank siding nail 0.090" x 1.5"x 0.215" 0.090 1.25 1.6 0.42 57.2 -38.2 2.67 7 0.38 -14.6 N 1 4d ring shank siding nail 0.090" x 1.5"x 0.215" 0.090 1.25 1.6 0.42 57.2 -47.8 1.78 5 0.36 -17.0 N 4 6d siding nail 0.092" x 2.0" x 0.222" 0.092 1.75 1.6 0.42 40.6 -53.0 4.00 17 0.24 -12.5 N 5 6d common nail 0.113"x2.0"x0.266"0.113 1.75 1.6 0.42 49.9 -63.2 4.00 17 0.24 -14.9 N 6 ET&F shot pin 0.100" x 1.5" x 0.250" 0.100 66.0 -26.1 4.00 11 0.36 -9.5 N 7 4d ring shank siding nail 0.090" x 1.5"x 0.215" 0.090 1.25 1.6 0.42 57.2 -28.3 1.78 4 0.44 -12.6 N 8 4d ring shank siding nail 0.090" x 1.5"x 0.215" 0.090 1.25 1.6 0.42 57.2 -29.0 4.00 8 0.50 -14.5 N Table 1B Footnotes: 2Allowable design load from Table 1 of this analysis (i.e., test values) 3Single fastener load = design pressure x effective fastener tributary area. Example, Single Fastener Load = 83 x 0.38 = 31.6 lb for ring shank nail. 4SG are published values from NDS based on wood species. Ramtech Test Report 11436-99/1608 indicated SG of 0.40 with no reported wood species. Conclusion: Thus, since the fastener load values as tested did not exceed W', there are no adjustments made to the allowable design pressures. TABLE 7 - HARDIESOFFIT VENTEDPLUS SIDING FASTENER CAPACITY 1Nails Allowable Withdrawal Capacity (W') is calculated per the following NDS-2018 equations: Eq. 12.2-3: W' = Cd x 1380 x G2.5 x D x P (for smooth shank nails) Eq. 12.2-5: W' = Cd x 1800 x G2 x D x P (for deformed shank nails) Withdrawal value obtained from UES ER-335