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HomeMy WebLinkAboutFL13192_R6_AE_2001-10.2.2 HardiePlank over WSP Analysis Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 1 of 9 CAE 1111114 Combixtion Applied Engineering EVALUATION SUBJECT HardiePlank®Lap Siding James Hardie Product Trade Names covered in this evaluation: HardiePlank®Lap Siding,CemPlank®Siding,Prevail-Lap Siding EVALUATION SCOPE: ASCE 7-10&7-16 2017 Florida Building Code(6th Edition)and 2020 Florida Building Code(7th Edition) 2015 and 2018 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank(CemPlank,Prevail Lap)siding fastened to wood or metal framing wood structural panels with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3148104COQ-002,Transverse load testing on HardiePlank and HardiePanel Fiber-Cement panels 2.Intertek Report 100717048COQ-003,Transverse load testing on HardiePlank and HardieShingle TEST RESULTS: Table 1.Results of Transverse Load Testin Report Number 3148104COQ-002 100717048COQ-003 Test Agency Intertek Intertek Siding Thickness in. 0.3125 0.3125 0.3125 0.3125 Siding Width in. 5.25 9.25 8.25 8.25 Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Frame and WSP Type w/7/16" w/7/16" w/7/16" w/7/16" OSB sheathing OSB sheathing OSB sheathing OSB sheathing Fastener Spacing(in.) 12 12 8 6 Fastener Type #8 waferhead screw,1- #8 waferhead screw,1- 4d ring shank siding 4d ring shank siding 5/8"x 0.375"HD 5/8"x 0.375"HD 1.5"x 0.090"x 0.215" 1.5"x 0.090"x 0.215" Fastener Length inches 1.625 1.625 1.5 1.5 Fastening Method Blind screwed to OSB Blind screwed to OSB Blind screwed to OSB Blind screwed to OSB Ultimate Load sf 310.4 138.8 152 198 Desi n Load sf 1 103.5 46.3 50.7 66.0 Effective Tributary Area flz 0.333 0.667 0.389 0.292 Fastener Load,as tested(lb/fastener) 34.5 30.8 19.7 19.3 Adjusted withdrawal design load Calculated fastener withdrawal load is compared with the test (Ib/fastener) a,W81.8 81.8 28.4 28.4 result and the more conservative one will be used. Net Fastener Penetration(in.),P 0.438 0.438 0.438 0.438 Wood Specific Gravity5,G 0.50 0.50 0.50 0.50 Nail Shank Diameter(in.),D 0.164 0.164 0.090 0.090 Withdrawal design value per NDS 2018 116.9 116.9 40.5 40.5 (lb/in.penetration)5,W Adjusted Design Load 4,psf No Adjustment No Adjustment No Adjustment No Adjustment 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2.The siding product complies with ASTM C1186,Standard Specification for Grade 11,Type A Non-asbestos Fiber-Cement Flat Sheets. 3.The NDS fastener adjusted withdrawal design values,W',are calculated using the following equations: W'=Cd x 1800 x Gz x D x P,Cd=1.6(deformed shank nails) W'=Cd x 2850 x GZ x D x P,Cd=1.6(wood screw) 4.Adjusted Design Load,when the fastener load from the testing exceeds the NDS calculated withdrawal capacity(W')=W'/Effective Tributary Area 5.The published specific gravity value for OSB in Table 12.3.36 NDS-2018 is 0.50. 6.NDS Withdrawal design value(lb/inch penetration),W is calculated as follows: NDS Eq.12.2-2 for wood screw: W=2850 x Gz x D NDS Eq.12.2-5 for deformed shank nails: W=1800 x GZ x D 1 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 2 of 9 For Table 2A to 2C the design loads are calculated by proportioning the tributary area to each fastener,thereby design load to each fastener will be kept constant. By doing so,the allowable design load for various HardiePlank widths and stud spacing can be determined. Table 2A,Allowable Design Loads Based on Constant Fastener Load,#8 wafer head screw x 0.375"HD,fasteners concealed(blind screw)at 12"O.C.to WSP sheathing only For 5.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-310.4 psf/3=-103.5 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((5.25-1.25)X 12)/144=0.333 sq.ft. Fastener load=design load X tributary area=-103.5 X 0.333=-34.5 pounds For 9.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-138.8 psf/3=-46.3 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((9.25-1.25)X 12)/144=0.667 sq.ft. Fastener load=design load X tributary area=-46.3.5 X 0.667=-30.8 pounds The fastener loads for all other plank widths were linearly interpolated from the two tests based on plank width Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated m � N d OO C a ¢ N O J O N U1 O)^ N J w > a � 0 HardiePlank Width y c y m ao a o u" N "i inches mac» LL n` w '5 y apa LL � 5.25 -310.4 12 0.333 -103.5 -34.5 6.25 12 0.417 1 -80.6 -33.6 7.25 12 0.500 -65.3 -32.7 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 12 0.583 -54.4 -31.8 9.25 -138.8 12 0.667 -46.3 30.8 9.5 12 0.688 44.5 -30.6 12 12 0.896 -31.6 1 -28.3 Table 2B,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5"x0.09"x0.215"),fasteners concealed(blind nail)at 8"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-152 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25-1.25)X 8)/144=0.389 sq.ft. Fastener load=design load X tributary area=-50.7 X 0.389=-19.7 Ibs The fastener loads for all other plank width were calculated based on the same fastener load Calculated allowable desi n load=fastener load tested condition divided by area tributary for the condition to be calculated m N O Q 00 J O HardiePlank Width y c E inches HU5 ii<n` w � ¢ oa is 5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -152 8 0.389 -50.7 -19.7 9.25 8 0.444 44.3 -19.7 9.5 8 0.458 43.0 19.7 12 8 0.597 -33.0 f 19.7 Table 2C,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5"x0.09"x0.215"),fasteners concealed(blind nail)at 6"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-198 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25-1.25)X 6)/144=0.292sq.ft. Fastener load=design load X tributary area=-66 X 0.292=-19.3 Ibs The fastener loads for all other plank width were calculated based on the same fastener load Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated a O Q 0O J 9 J N HardiePlank Width o @ o inches FUG LLU w ¢ oa LLc 5.25 6 0.167 -115.8 -19.3 6.25 6 0.208 1 -92.6 -19.3 7.25 6 0.250 -77.2 -19.3 7.5 6 0.260 -74.1 -19.3 8 6 0.281 -68.6 -19.3 8.25 -198 6 0.292 -66.0 -19.3 9.25 6 0.333 -57.9 -19.3 9.5 6 0.344 -56.1 -19.3 12 6 0.448 43.1 -19.3 2 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 3 of 9 DESIGN WIND LOAD PROCEDURES: "Fiber-cement siding transverse load capacity(wind load capacity)is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding(approved October 2018). The allowable or design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. 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,26.5-1 B,and 26.5-1 C)and ASCE 7-16(Figures 26.5-1A to-1 D,25.5-2A to-2D),or the figures in the building code as applicable. " Equation 1, q�=0.00256%*Ka Kd*Vz {ref.ASCE 7-10 Eq.30.3-1) qz=0.00256*Kz*Kz Kd*KsV2 {ref.ASCE 7-16 Eq.26.10-1) qz ,velocity pressure at height z Kz ,velocity pressure exposure coefficient evaluated at height z Kn,topographic factor Kd ,wind directionality factor Ke ,ground elevation factor,permitted to take Ke=1.0 V ,basic wind speed(3-second gust MPH)as determined from: ASCE 7-10 Figures 26.5-1A,B,or C ASCE 7-16 Figures 26.5-1A,B,or 26.5-2A,B,C or D 2018 IBC Figures 1609.3(1)-1609.3(8) Equation 2, V=Vhit {ref.2015 IBC&2017 FBC Section 1602.1 definitions) V is ,ultimate design wind speeds(3-second gust MPH)determined from 2017 FBC Figures 1609.3(1)-1609.3(3);2020 FBC Figures 1690.3(1)-1609.3(4); Equation 3, p=qh*(GC➢-GCpi) {ref.ASCE 7-10 Eq.30.4-1 orASCE 7-16 Eq.30.3-11 qh ,velocity pressure at mean roof height h GCp ,product of external pressure coefficient and gust-effect factor GCp; ,product of internal pressure coefficient and gust-effect factor p ,design pressure(PSF)for siding(allowable design load for siding) To determine design pressure,substitute qh into Equation 3, Equation 4, p=0.00256*Kz*Ka*Ke*V2*(GCp-GCP;) {ref. 2015&2018IBC) or p=0.00256*Kz%t*K4*Vh1t2*(GCq-GCpi) {ref. 2017 and 2020 FBC) Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7, Equation 5, 0.6D+0.6W {ref.ASCE 7-10&7-16 section 2.4.1,load combination 7) D ,dead load W ,wind load(load due to wind pressure) To determine the Allowable Stress Design Pressure,apply the load factor for W(wind)from Equation 4 to p(design pressure)determined from equation 4 Equation 6, pssd=0.6*[p] Equation 7, pasd=0.6*[0.00256*Kz*K t*Ka*Vuit2*(GCp-GCp;)] Equation 7 is used to populate Table 4,5,and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7,solve Equation 7 for V rc, Equation 8, V it=(pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi)ps Applicable to methods specified in Exceptions 1 through 3 of[2015 IBC,2017 FBC]Section 1609.1.1.,to determine the allowable nominal design wind speed(Vasd)for Hardie Siding in Table 7,apply Equation 9, Vasd=Veit*(0.6)n s {ref.2017 and 2020 FBC Eq.16-33) V,.=V*(0.6r' {ref.201512018 IBC Eq.16-33) Vasd ,Nominal design wind speed(3-second gust mph) V ,Basic design wind speed(3-second gust,mph) Table 3,Coefficients and Constants used in D termining V and p, Kz Wall Zone 5 Exp B Height ft ASCE 7-16 Exp B Exp C Exp D Kn Kd GC, GCpj 0-15 0.57 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 El 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.245 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>600.85 1.8 0.18 The coefficients and constants listed in Table 3 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. 3 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 4 of 9 Table 4,Allowable Stress Design-Component and Cladding C&C Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Ex osure Cate go B, Wind Speed(3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height ft B B B B B B B B B B B B B B 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 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 1 -18.2 -19.9 -21.7 -25.4 1 -29.5 -33.9 1 -38.6 43.5 -48.8 -54.4 1 -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 1 -33.8 -36.9 43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 5,Allowable Stress Design-Component and Cladding C&C Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Ex osure Cate go C, Wind Speed(3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height ft C C C C C C C C C C C C C C 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 1 -25.2 -27.6 -30.0 1 -35.2 -40.8 1 46.9 -53.3 1 -60.2 -67.5 1 -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 Table 6,Allowable Stress Design-Component and Cladding C&C Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Ex osure Cate go D, Wind Speed(3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height ft D D D D D D D D D D D D D D 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 -8% -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 1 -119.8 1-133.4 -147.9 -163.0 Tables 4,5,and 6 are based on ASCE 7-10 and 7-16,and are consistent with the 2015/2018 IBC,and the 2017/2020 Florida Building Code. • N� 91�0: SI►Tf O� % 4114 I 4 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 5 of 9 TABLE 7-MAXIMUM WIND SPEEDS MPH HARDIEPLANK LAP SIDING' 2017/2020 FBC(Ultimate 2017 FBC/2020 FBC/ Design Wind,Speed, 20181BC(Nominal V„u5,),20181BC(Basic Design Wind,Speed, Design Wind Speed,Vs,a) Vx.d"") Applicable to methods Applicable to methods specified in Section 1609.1.1 specified in Exceptions 1 of 2017 FBC,2020 FBC or through 3 of Section 20181BC,as applicable 1609.1.1 of 2017 FBC,2020 FBC and 20181BC Coefficients used in Table 6 calculations for V., Wind ex osuro cateaory Wind ex osure cateaory Siding K, Product Fastener Building Allowable Width Fastener Fastener Frame Product Thickness x to Spacing Heights B C D B C D Design Load (inches) (inches) Type Spacing Type (inches) (feet) (PSF) Exp B Ep C Ep D Kn Ica GC, GC, 0-15 268 243 221 207 188 171 -103.5 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 268 236 216 207 183 167 -103.5 0.7 0.9 1.o8 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 268 226 208 207 175 161 -103.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 262 223 205 203 173 159 -103.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 5.25 screwed framing, 12 40 257 220 203 199 170 157 -103.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 423. 217 201 196 168 155 -103.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 215 199 193 166 154 -103.5 0.81 1.09 1.27 1 0.85 .1.4 0.18 screws sheathing 213 197 190 165 153 -103.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 211 196 188 163 152 -103.5 0.85 1.13 1.31 1 0.85 -1.4 Owls 178 167 156 138 130 -103.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 214 195 183 166 151 -80.6 0.7 0.85 1.03 hs60 1 0.85 .1.4 0.18 208 190 183 161 147 -80.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 204 187 183 158 145 -80.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 200 184 183 155 142 -80.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375'HD Blind steel 35 231 197 181 179 152 140 -80.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25 screwed framing, 12 40 227 194 179 176 150 139 -80.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 223 192 177 173 148 137 -80.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 220 189 175 170 147 136 -80.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 217 188 174 168 145 135 -80.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 214 186 173 166 144 134 -80.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 177 157 148 137 122 114 -80.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 213 193 175 165 150 136 -65.3 0.7 0.85 1.03 h<_60 1 0.85 .1.4 0.18 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375'HD Blind steel 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 screwed framing, 12 40 204 175 161 158 135 125 -65.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7116"thick 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 193 167 155 150 130 120 -65.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 -65.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 208 188 171 161 146 133 -62.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 Owls 20 208 183 167 161 142 130 -62.3 0.7 o.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 208 179 164 161 139 127 -62.3 0.7 0.94 1.12 1 0.85 -1.4 Owls 5/8"long x or 20 ga. 30 208 176 161 161 136 125 -62.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375'HD Blind steel 35 203 173 159 158 134 123 -62.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 screwed framing, 12 40 199 170 157 154 132 122 -62.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 196 168 156 152 130 121 -62.3 0.785 1.065 1.245 1 0.85 -1.4 Owls waferhead WSP 50 193 166 154 150 129 119 -62.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 191 165 153 148 128 119 -62.3 0.83 1.11 1.29 1 0.85 -1.4 Owls 60 188 163 152 146 127 118 -62.3 0.85 1A3 1.31 1 0.85 -1.4 0.18 too 156 138 130 121 107 101 -62.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 Owls 0-15 198 180 164 154 139 127 -56.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 198 171 157 154 133 122 -56.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 198 1 168 154 154 130 119 -56.9 0.7 0.98 1.16 K01514 1.4 o.180.375'HD Blind steel 35 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1.4 0.18HardiePlank 5/16 8 screwed framing, 12 40 190 163 150 148 126 116 -56.9 0.76 1.04 1.22 1.4 o.18ribbed to WSP 7116"thick 45 187 161 149 145 125 115 -56.9 0.785 1,065 1.245t.a Owlswaferhead WSP 50 184 159 147 143 123 114 -56.9 0.81 1.09 1.27 1.4 o.18screws sheathing 55 182 158 146 141 122 113 -56.9 0.83 1.11 1.29 1.4 0.1960 180 156 145 139 121 112 -56.9 0.85 1.13 1.31 1.4 0.18100 149 132 124 115 102 96 -56.9 0.99 1.26 1A3 h>60 1.8 0.1s Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 6 of 9 TABLE 7-MAXIMUM WIND SPEEDS MPH HARDIEPLANK LAP SIDING' 2017/2020 FBC(Ultimate 2017 FBC/2020 FBC/ Design Wind,Speed, 20181BC(Nominal V„u5,),20181BC(Basic Design Wind,Speed, Design Wind Speed,Vs,a) Vx.d"") Applicable to methods Applicable to methods specified in Section 1609.1.1 specified in Exceptions 1 of 2017 FBC,2020 FBC or through 3 of Section 20181BC,as applicable 1609.1.1 of 2017 FBC,2020 FBC and 20181BC Coefficients used in Table 6 calculations for V., Wind ex osuro cateaory Wind ex osure cateaory Siding K. Product Fastener Building Allowable Width Fastener Fastener Frame Product Thickness x lo Spacing Heights B C D B C D Design Load (inches) (inches) Type Spacing Type (inches) (feet) (PSF) Ex B Ex C Ex D Kn Ica GC, GC, 0-15 194 176 160 150 136 124 -54.4 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 1 0.85 -1.4 0.18 No. 2X4 wood 25 194 168 153 150 130 119 -54.4 0.7 0.94 1.12 1 0.85 -1.4 0.18 /8"l3 x 1- or 20 ga. 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.16 1 0.85 -1.4 0.18 5/.3 long x Blind steel 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 0.ribb HD HardiePlank 5/16 8.25 screwed framing, 12 40 186 159 147 144 123 114 -54.4 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7116"thick 45 183 157 146 142 122 113 -54.4 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 178 154 143 138 119 111 -54.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 146 129 121 113 100 94 -54.4 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 179 162 148 139 126 114 -46.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 179 158 144 139 122 112 -46.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 screwed framing, 12 40 172 147 136 133 114 105 -46.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7116"thick 45 169 145 134 131 112 104 -46.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 166 143 133 129 111 103 -46.3 o.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 164 142 132 127 110 102 -46.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 134 119 112 104 92 87 -46.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 176 155 141 136 120 109 44.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 176 152 139 136 117 108 44.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 176 148 136 136 115 106 44.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 172 146 135 133 113 104 44.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 screwed framing, 12 40 169 144 133 131 112 103 44.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 fibbed to WSP 7/16"thick 45 166 142 132 128 110 102 44.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 163 141 130 126 109 101 44.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 161 139 129 125 108 100 44.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 44.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 102 91 44.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 148 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 .1.4 0.18 No.8 x 1- 2X4 wood 25 148 128 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 148 125 115 115 97 89 -31.6 0.7 0.98 1.16 1 0.85 .1.4 0.18 0.375"HD Blind steel 35 145 123 113 112 95 88 -31.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 ribbed screwed framing, 12 40 142 121 112 110 94 87 -31.6 0.76 1.04 1.22 1 0.85 -t.a 0.18 waferhead to WSP 7/16"thick 45 140 120 111 108 93 86 -31.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 138 119 107 92 -31.6 0.81 1.09 1.27 1 0.85 0.18 screws sheathing 55 136 118 105 91 -31.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 104 90 -31.6 0.85 1.13 1.31 1 0.85 .1.4 0.18 100 111 86 -31.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 248 225 204 192 174 158 -88.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 248 219 199 192 169 155 -88.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 248 209 192 192 162 149 -88.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 span X Blind steel 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 tl -1.4 0.18 HardiePlank 5/16 5.25 nailed to framing, 8 40 238 203 188 184 157 145 -88.7 0.76 1.04 1.22 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 234 201 186 181 156 144 -88.7 0.785 1.065 1.245 -1.4 0.18 ring shank WSP 50 230 199 184 178 154 143 -88.7 0.81 1.09 1.27 -1.4 0.18nail sheathing 55 228 197 183 176 152 141 -88.7 0.83 1.11 1.29 -1.4 0.18 195 181 174 151 140 -88.7 0.85 1.13 1.31 -1.4 0.18 100 186 165 155 144 128 120 -88.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 o.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25 nailed to framing, 8 40 213 182 168 165 141 130 -70.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 209 180 166 162 139 129 -70.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 204 176 163 158 136 126 -70.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 201 174 162 156 135 125 -70.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 166 148 139 129 114 107 -70.9 0.99 1.26 1A3 h>60 1 0.85 -1.8 0.18 0-15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 202 178 163 157 138 126 -59.1 0.7 o.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 k X or 20 ga. 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 shank X Blind steel 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 nailed to framing, 8 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 191 164 152 148 127 118 -59.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 188 162 150 146 126 116 -59.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 186 161 149 144 124 115 -59.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 184 159 148 142 123 115 -59.1 0.85 1A3 1.31 1 0.85 -1.4 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 �h>60 1 0.85 -1.8 0.18 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 7 of 9 TABLE 7-MAXIMUM WIND SPEEDS MPH HARDIEPLANK LAP SIDING' 2017/2020 FBC(Ultimate 2017 FBCI 2020 FBC/ Design Wind,Speed, 20181BC(Nominal V„u5,),20181BC(Basic Design Wind,Speed, Design Wind Speed,V6,8) Vx.d"") Applicable to methods Applicable to methods specified in Section 1609.1.1 specified in Exceptions 1 of 2017 FBC,2020 FBC or through 3 of Section 20181BC,as applicable 1609.1.1 of 2017 FBC,2020 FBC and 20181BC Coefficients used in Table 6 calculations for V"n Wind ex osuro cateaory Wind ex osure cateaory Siding K. Product Fastener Building Allowable Width Fastener Fastener Frame Product Thickness x lo Spacing Heights B C D B C D Design Load (inches) (inches) Type Spacing Type (inches) (feet) (PSF) Ex B Ex C Ex D Kn Ke GC, GC, 0-15 198 180 163 154 139 127 -56.8 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 198 175 160 154 135 124 -56.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 198 171 157 154 133 121 -56.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 198 168 154 154 130 119 -56.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 194 165 152 M143123 118 -56.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 nailed to framing, 8 40 190 163 150 116 -56.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7116"thick 45 187 161 149 115 -56.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 184 159 147 114 -56.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 182 157 146 113 -56.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 112 -56.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 96 -56.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 191 173 157 122 -52.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 191 168 154 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 191 165 151 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8 nailed to framing, 8 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7116"thick 45 180 155 143 140 120 111 -52.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 177 153 142 137 118 110 -52.5 o.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 175 151 141 136 117 109 -52.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 173 150 139 134 116 108 -52.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 143 127 119 111 98 92 -52.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 187 170 154 145 1 132 120 -50.7 0.7 0.85 123 h560 1 0.85 -1.4 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 187 158 146 145 123 113 -50.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 183 156 144 142 121 111 -50.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 nailed to framing, 8 40 180 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 177 152 140 137 118 109 -50.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 174 150 139 135 116 108 -50.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 172 1 149 138 133 115 107 -50.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 0.8 60 170 147 137 132 114 106 -50.7 5 1.13 1.31 1 0.85 .1.4 0.18 100 141 125 117 109 97 91 -50.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 175 159 144 136 123 112 44.3 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 175 155 141 136 1 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 175 151 139 136 117 1 107 -44.3 0.7 0.94 1.12 1 0.85 1-1.4 0.18 shank X or 20 ga. 30 175 148 136 136 115 105 44.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 172 146 134 133 113 104 44.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 nailed to framing, 8 40 168 144 133 130 111 103 44.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 165 142 131 128 110 102 44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 163 140 130 126 109 101 44.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 161 139 129 125 108 100 44.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 44.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 too 132 117 102 90 44.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 43.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 43.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 136 134 115 106 43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 43.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 43.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 nailed to framing, 8 40 166 142 131 128 110 lot 43.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 163 140 129 126 108 100 43.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 160 138 128 124 107 99 43.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 158 137 127 123 106 98 43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 43.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 100 89 43.0 0.99 1.26 1.43 h>60 1 0.85 1-1.8 0.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 20 151 133 122 117 103 94 -33.0 0.7 o.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 151 128 117 117 99 91 -33.o 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 nailed to framing, 8 40 145 124 114 112 96 89 -33.o 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 143 123 113 111 95 88 -33.0 0.785 1.065 1.245 1 o.85 -1.4 0.18 ring shank WSP 50 141 121 112 109 94 87 -33.0 0.81 1.09 1.27 1 o.85 -1.4 0.18 nail sheathing 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.29 1 0.85 -11 0.18 60 137 119 110 106 92 86 -33.o 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 114 88 -33.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 283 257 233 219 199 181 -115.8 0.7 0.85 1.03 hs60 1 0.85 .1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 o.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 k X or 20 ga. 30 283 239 220 219 185 170 -115.8 0.7 o.9E 1.16 1 0.85 -1.4 0.18 shank X Blind steel 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 5.25 nailed to framing, 6 40 272 232 215 211 180 166 -115.8 0.76 1.04 1.22 1 0.85 -1.4 o.1a X 1.5"long WSP 7/16"thick 45 267 230 212 207 178 164 -115.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 263 227 210 204 176 163 -115.8 0.81 1.09 1.27 1 1 -1.4 0.18 nail sheathing 55 260 225 209 201 174 162 -115.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 257 223 207 199 173 160 -115.8 0.85 1A3 1.31 1 0.85 -1.4 0.18 100 213 189 177 165 146 137 -115.8 0.99 1 1.26 1 IAA jh>60 1 1 0.85 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 8 of 9 TABLE 7-MAXIMUM WIND SPEEDS MPH HARDIEPLANK LAP SIDING' 2017/2020 FBC(Ultimate 2017 FBC/2020 FBC/ Design Wind,Speed, 20181BC(Nominal V„u5,),20181BC(Basic Design Wind,Speed, Design Wind Speed,Vs,a) Vx.d"") Applicable to methods Applicable to methods specified in Section 1609.1.1 specified in Exceptions 1 of 2017 FBC,2020 FBC or through 3 of Section 20181BC,as applicable 1609.1.1 of 2017 FBC,2020 FBC and 20181BC Coefficients used in Table 6 calculations for V"n Wind ex osuro cateaory Wind ex osure cateaory Siding K. Product Fastener Building Allowable Width Fastener Fastener Frame Product Thickness x lo Spacing Heights B C D B C D Design Load (inches) (inches) Type Spacing Type (inches) (feet) (PSF) Ex B Ex C Ex D Kn Ica GC, GC, 0-15 253 230 209 196 178 162 -92.6 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 253 219 200 196 169 155 -92.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 253 214 197 196 166 152 -92.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25 nailed to framing, 6 40 243 208 192 188 161 149 -92.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7116"thick 45 239 205 190 185 159 147 -92.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 235 203 188 182 157 146 -92.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 233 201 187 180 156 145 -92.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 230 199 185 178 154 143 -92.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 190 169 158 147 131 123 -92.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 231 210 191 179 163 148 -77.2 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 231 200 183 179 155 142 -77.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 nailed to framing, 6 40 222 190 175 172 147 136 -77.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 218 187 173 169 145 134 -77.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 215 185 172 166 144 133 -77.2 o.81 1.o9 1.27 1 0.85 -1.4 0.18 nail sheathing 55 212 184 170 164 142 132 -77.2 0.83 1.11 1.29 1 o.85 -1.4 o.18 60 210 182 169 163 141 131 -77.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 174 154 145 135 119 112 -77.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 227 200 182 175 155 141 -74.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.18 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 222 189 174 172 146 135 -74.1 0.73 1.o1 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 nailed to framing, 6 40 217 186 172 168 144 133 -74.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 214 184 170 166 142 132 -74.1 0.7E5 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 211 182 168 163 141 130 -74.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 208 180 167 161 139 129 -74.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 206 178 166 159 138 128 -74.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 170 151 142 132 117 110 -74.1 o.99 t26 1.43 h160 1 O.E5 -1.8 0.1a 0-15 218 198 180 169 153 139 -68.6 0.7 0.85 1.03 h560 1 0.85 -1.4 0.1a 20 218 192 176 169 149 136 -68.6 0.7 0.9 1.08 1 0.85 .1.4 0.18 0.090" 2X4 wood 25 218 188 172 169 146 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 .1.4 0.18 0.215"HD Blind steel 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8 nailed to framing, 6 40 209 179 165 162 139 128 -68.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 206 177 163 159 137 127 -68.6 0.785 1.065 1.245 1 o.a5 -1.4 0.1E ring shank WSP 50 203 175 162 157 135 125 -68.6 o.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 200 173 161 155 134 124 -68.6 0.83 1.11 1.29 1 0.85 -1.4 0.1E 60 198 172 159 153 133 123 -68.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 hs60 1 0.85 .1.4 0.18 20 214 189 172 166 146 133 -66.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 214 184 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 214 181 166 166 140 129 -66.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 nailed to framing, 6 40 205 175 162 159 136 125 -66.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 202 173 160 156 134 124 -66.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 199 171 159 154 133 123 -66.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 196 170 157 152 132 122 -66.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 194 168 156 150 130 121 -66.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 161 142 134 124 110 104 -66.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 200 182 165 155 141 128 -57.9 0.7 0.85 1.03 h<_60 1 0.85 .1.4 0.18 20 200 177 161 155 137 125 -57.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 200 173 158 155 134 123 -57.9 0.7 0.94 1.12 1 0.815 -1.4 0.18 shank X or 20 ga. 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 196 167 154 152 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 nailed to framing, 6 40 192 164 152 149 127 117 -57.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 189 162 150 146 126 116 -57.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 186 160 149 144 124 115 -57.9 0.81 1.o9 1.27 1 0.85 -1.4 0.18 nail sheathing 55 184 159 148 142 123 114 -57.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 182 158 146 141 122 113 -57.9 0.85 1.13 1.31 1 o.E5 -1.4 0.18 100 150 133 125 117 103 97 -57.9 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 197 167 153 153 129 119 -56.2 0.7 0.9E 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 nailed to framing, 6 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/i6"thick 45 186 160 148 144 124 115 -56.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 183 158 146 142 122 113 -56.2 o.a1 1.09 1.27 1 0.85 -1.4 o.1a nail sheathing 55 181 157 145 140 121 113 -56.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 139 120 112 -56.2 0.85 1.13 1.31 1 o.85 -1.4 0.18 100 148 131 123 115 102 95 -56.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.2 December 1,2020 Page 9 of 9 TABLE 7-MAXIMUM WIND SPEEDS MPH HARDIEPLANK LAP SIDING' 2017/2020 FBC(Ultimate 2017 FBC/2020 FBC/ Design Wind,Speed, 20181BC(Nominal V„u5,),20181BC(Basic Design Wind,Speed, Design Wind Speed,V6,8) Vx.d"") Applicable to methods Applicable to methods specified in Section 1609.1.1 specified in Exceptions 1 of 2017 FBC,2020 FBC or through 3 of Section 20181BC,as applicable 1609.1.1 of 2017 FBC,2020 FBC and 20181BC Coefficients used in Table 6 calculations for V., Wind ex osuro cateaory Wind ex osure cateaory Siding K. Product Fastener Building Allowable Width Fastener Fastener Frame Product Thickness x lo Spacing Heights B C D B C D Design Load (inches) (inches) Type Spacing Type (inches) (feet) (PSF) Ex B Ex C Ex D Kn Ke GC, GC, 0-15 173 157 142 134 121 110 -43.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 nailed to framing, 6 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 1 0.85 -1.4 0'18 X 1.5"long WSP 7116"thick 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 161 138 128 124 107 99 -43.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail sheathing 55 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 101 89 -43.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 1.Installation must be in accordance with siding manufacturers instructions. 2.Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4"for nails and 3 full theads for screws. 3.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle O less than or equal to 10'(2-12 roof slope). 4.V„e=nominal design wind speed 5.V„u=ultimate design wind speed 6.Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16:Kr=1,Kd=0.85,GCp=-1.4(h560),GCp=-1.8(h>60),GCpi=0.18. 7.2017 and 2020 FBC Section 1609.3.1 Eq.16-33,V„d=V„n(0.6f 8.V=basic design wind speed 9.2018 IBC Section 1609.3.1 Eq.16-33,Va =V(0.6ps 10.WSP attachment to framing is the responsibility of the project engineer and must be designed to resist the required wind loads in the table. LIMITATIONS OF USE: 1)In High Velocity Hurricane Zones(HVHZ)install per Miami-Dade County Florida,NOA 17-0406.06 T � SI►Tf OF V\�� /'oolSS�O N AL E� �01 I I I I110