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HomeMy WebLinkAboutAPPROVED Hardie soffits 2020_20210322 P y ee S BCIS.Home Log In ', User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail = FL# FL13265-R5 " Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 641-0498 rathisha.sabaratnam@jhresearchusa.com Authorized Signature Rathisha Sabaratnam rathisha.sabaratnam@jhresearchusa.com Technical Representative Rathisha Sabaratnam Address/Phone/Email 10901 Elm Avenue Fontana,CA 90631 (909)641-0498 rathisha.sabaratnam@jhresearchusa.com Quality Assurance Representative Rathisha Sabaratnam Address/Phone/Email 10901 Elm Avenue Fontana, CA 92337 (909) 614-0498 rathisha.sabaratnam@jhresearchusa.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the V. Andrew Tan Evaluation Report Florida License PE-81662 Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By John Southard, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13265 R5 COI 2001-10 Letter of Indepgndencg.pdff Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2012 ASTM E330 2002 Equivalence of Product Standards Certified By 3Co M 2v3w9 3f m ao0 C 4 �op `� c, om20 3 , 9La0 caUa8 � -- - -- - _- f�K r'�" ---I CL c I� rR �r I t �i Lq V =Z Ci a CO Ico Mi .� ergg; __-m ?� y ch w h a } S W U5 _ : 4 a Q �r CL a, o Coca n is a s W 3 vnsi d7 - --= a Fn Ey fn CD 9 m tA mz 6 to a = 1 .1 CX CD 41� It r ■ x s ■!t 'i o m --Jlco -- -i Ot ! o .a �rvsfoig 4 <�_ to } 0: Q tom,^r 5. 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CAE Engineering Report No.:2001-13.1 Date:December 9,2020 Page 2 of 4 To determine design pressure at mean roof heigth(z=h),substitute q.into Equation 2, - Equation 3, p=0.00256'K,'K,,'Kd'Vr'(GCo GCp) (ref.2 01 512 018 IBC) or p=0.00256'K,'K,,'Kd'V,,.'"(GCp-GCp;) (ref 201712020 FBC) Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7 Equation 4, 0.6D+0.61V (ref.ASCE 7-10 and ASCE7-16 section 2.4.1,load combination 7) D,dead load W,wind bad To determine the Allowable Stress Design Pressure(P„d),apply the load factor for W(wind)from Equation 3 to p(design pressure)determined from equation 4 Equation 5, p„d=0.6/p1=0.6'(0.00256'K,'Krr'Kd'V, z"(GCp-GCP,)] To determine the Basic Wind Speed(V)or Ultimate Wind Speed(V„5)for HardieSoffit VentedPlus Siding in Table 4 in next page,solve Equation 5 for V or V„, Equation 6, V=V,#=(pswVO.6'0.00256'K:'K,I'Kd'(GCp-GCp,))o.5 The wind speed(refers to as V„d)can be calculated based on the following equation in the 2017 FBC: Equation 7, V,.d=Vvd-(0.6)05 (ref 2017 FBC Equation 16-331 Vasa=V"(0.6)o.s V„d,Nominal design wind speed(3-second gust,mph) (ref 20151BC,2017 and 2020 FBC Eq.16-33) V,Basic design wind speed(3-second gust,mph) (ref.20181BC Eq.16.33) Table 2-Coefficients and Constants used in termining V and K. Wall Zone 5 Exp B 1 ( ,E.L.16) �ExEx C Ex D Kn Ka G GCp0-15 0.57 0.85 1.03 h<_60 1 0.85 -1.420 0.62 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.94 1.12 1 0.85 -1.4 0.18 30 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 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. Table 3-P-a(PSF)for Com onent and Claddin C 11 to be Reststed at Various Wind S eeds for Wind Ex sure Cate or B Wind Speed 3-second gust),mph 100 105 110 115 120 130 140 150 160 170 1801 190 200 210 Height(it) Wind Exposure 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 -2-0.8 -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 1 -25.6 1 -28.1 1 -31.0 -33.8 -36.9 1 -43.3 1 -50.2 1 -57.6 1 65.5 1 -74.0 1 -82.9 1 -92.4 1-102.4 -112.9 Table 4-P,.d(PSF)for Com onent and Claddin C C to be Resisted at Various.Wind S eeds for Wind Ex osure Cate o C Wind Speed 3-second ust.m h 100 105 110 115 120 130 140 150 160 170 180 1 190 200 210 Height(ft) Wind Exposure C 0-15 -17.5 -19.3 -21.2 -23.2J267 -29.6 -34.4 -39.5 44.9 -50.7 -56.8 -63.3 -70.1 -7 .3 20 -18.6 -20.5 -22.5 -24.6 -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 -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 -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 -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 -36.3 -42.0 48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.645 -22.0 -24.2 -26.6 -29.1 -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 62.7 -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 -".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 -14366 Table 5-P.,d(PSF)for Com onenl and Claddin C&C to be Resisted at Various Wtnd S eds for Wind Ex sure Cate or D Wind Speed 3-second gust),mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(it) Wind Exposure D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 35.9 41.8 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 -%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 66.2 -96.1 .108.4 -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 -97.8 -108.1 -119.2 100 -37.0 40.8 1 44.7 1-48.9 -53.2 1 62.5 1 -72.5 1 -83.2 1 -94.6 1 -106.8 1-119.8 1-133.4 1-147.9 -163.0 Tables 3,4,and 5 are based on ASCE 7-10 and ASCE 7-16,and consistent with the 201612018 IBC,2017 FBC and 2020 FBC