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HomeMy WebLinkAboutPRODUCT APPROVAL PANEL WALL SIDINGBCIS Home ; Log In � User Registration ? Hot Topics .' Submit Surcharge Stats & Facts Publications ; FBC Staff ; BCIS Site Map L Product Approval , ...<ID M. -r, En i4 a USER: Public User rm c cn Cn D Product Aaprova! ��u > Product or Application Search > Application List > Application Detail Cn o M FJ o w s s r g,. CAD rn FL # FL13192-R5 G © M - 3 Application Type Revision F Code Version 2017 ® 0 3 s '< ,1 Application Status Approved ® o m r: lL X�• 1 � ' �t� Q T i Comments +L - Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 L Mission Viejo, CA 92691 (909) 349-2927 zpingsheng.zhu@jameshardie.com Authorized Signature o o z Pingsheng Zhu o � pingsheng.zhu@jameshardie.com -X1 o Technical Representative =1 Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. z Fontana, CA 92337 Z4 CA t0 t�6� 1 0m� > G o m Ien( rn CU CD al C" -q t �Om> c 0 0 sZ -6p �ym' =z '_ O Ro k;7� UG �1 O A i http://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?pai-am=wGEVXQwtDgtsk%2bGnUu47ogxmaIJR i1-I11DSL7Rnc9n14NP2i/i... 1 /22/2018 i IWAUa Luiiuiiig k UU%, Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report - Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By (909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a L Florida Professional Engineer i_.. Evaluation Report - Hardcopy Received Ronald I. Ogawa - PE-24121 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 John Southard, P.E. t ; Validation Checklist - Hardcopy Received FI-1.3_192 R5 COI RIO ^Certiriccite of Irld-o lid ence.uaf Standard Year ASTM C1186 2007 ASTM E330 2002 http://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtsk%2bGntJu47ogxmaHRii1-1II DSL7Rnc9n14NP2iZi... 1 /22/2018 -------o - - --- _ ------- Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL13192 ,115 E Ljih RI0-2 9;? Pj;-.1 J ASTM M 0.11 t36 (-_'CjLjiva1(.nC Method 1 Option D 08/09/2017 08/25/2017 08/28,12017 10/10/2017 --roduCtS FL #..` Model, Number or Name I Description 13192.1 I Cemplank Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II . CemPlank-Installation.;)df FL13192 R5 II ER RIO-2683-17 Plank Wood ME Frame.pdf FL13192 R5 11 ERRIO-2687-:17Flan Shin Irk t FL1.3192_ R5_I1ER RIO-20'88-17 Plank WSP Shc I'L.131.92 R5 II NOA 1.7-01106.06.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports PLJ.3.192.R5.. Al;. Ef? R10-2" 3-1.7 Plank._Wood M FL1.3192_ H;. > 1i;.__ ER }?Ir,.r-26,1._7 17 Plank Hhoin le Ft 131.1'2 R5 AE:_ t.l, R10 - ? http://www.iloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaliRnI-II IDSL7Rnc9n l4NP2iZ,i... 1 /22/2018 FI-13192 R5 AE NOA 17-0406.0, 6.pdf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 ' R5 II ER RIO-2683-17 Plank Woad ME Approved for use outside HVHZ: Yes Frame.pdf Impact. Resistant: N/A FL13192 R5 .II ER R10-2687-17 PlanLShingle t Design Pressure:,'N/A FL11192 R5- II ER RIO-2688-47 Plank WSP She Other::For use in _HVHZ install in accordance with NOA 1Z ' - FL13192 R5 II ,Ha'rdiePlank-Installation.pdf 0406.'06 FL13192 R5 II NOA 1.7-0406.06.pci 13192.3 1 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By.: Ronald I. Ogawa 24121 Created by Independent Third Party. No Evaluation Reports .FL13192 R5-AE .ER R!0-2683- 17 Plank 'Wood M Frame,01f, M i ,11Q'? CtG :AP f=G? {27G1-7hR7-Y.-i P];:mL- Chinnlr� FL1 3192 R5 AE NQA .7-0406:06 pdf Created-by`I dependent Third, Party. Yes fiber -cement individual cladding shingles Installation Instructions FL13192 R5 II ER RIO-2685-1.7 Shingle Wood I Frame.pclf FL13192 R5 II Hard ieShingle-InstaIlation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Frarne.pdf - - �- Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edc staggered edge, half round edge) Installation Instructions Figl?1_92._!'."�).1EI?MO-2685-17 Shinisle Wood I ? rile. r}r;f http://www.tloridabuiIding.org/pr/pr_app_dti.aspx?param=wGl;VXQwtDgtsk%2bGnUu47ogxniall RnHI IDS L7Rnc9n14NP20... 1 /22/2018 _.o _ Impact Resistant: N/A Design Pressure: N/A Other: FI-13192_RS_ iI_ ER R10-2687_ 17?ian;< SE`iin le t FL1.31.92 R`5 .11 Hard ieShinQle-Ins Laiiation..L2clf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL1� .19 . Rr—. _PdE_ F.R R10-26c 5-- 17 S(_ii1e W 0 0 d �ram��r FL13192 R5 AE. ER R10-2687-117 f?f,_ink Shincilc-_ Created by Independent Third Party: Yes 113192.5 I Prevail Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II ER RIO-2.683-17 Plank Wood ME Frarne.pdf Fi-3.31.92 RS_ IIER R10-2687-17 Plank, Sh ng i FL13192 R5 T1 ER. RIO-2688-17 Plank WSP She FL131.92 R5 11 NOA 17-0406.06.pdf FL131.92 R5 II Prevail-L�ip-Sidinq--Installai:ion Verified By: Ronald I. Ogawa 24121 Created -by-Independent Third Party: No Evaluation Reports FL13192 R.5_ AE ER RIO-2683-17 Plank Wood M Fs ame.Ddf i F1_13192 R5 AE ER RIO-2687-17 Plank Shingle F-1 13192 R5 AE ER RIO-2688-1.7 Plank WSP Sh FLI-JI92. R5 AE NOA 17-0406.06.L:)df - Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an e they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you c http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w(3F,VXQwtDgtsk%2b(inUu47ogxmaFIRnNI l DSI,7Rnc9n l4NP2iZi... 1 /22/2018 i ab%, „ v u k' Florida Building Code Online supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are Chapter 455, F.S., please click here . Product Approval Accepts: 'zPFN �Y°.l' 10 E1-.fSG{' !y.;y ;xn Credit Card Safe ¢YMUM gmsgaq EM U ., . , 1 •, ,• -- Ail r),,.,,-.,,,,--,.,,F�,VX(1wiT)ntsk%21)Cnt-Jtt47ocixnial-IRnlilII)SL,7Rne9nl4NP2iZi... 1/22/2018 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIG-2553-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jamestiardie.com Summary based on Report IC-1034-88 (No-11oa 1.75" long roofing nail blind nailed into wood studs): The adjusted fastener withdrawal design value, W, is calculated per NDS-2015: Specific gravity, G=0.42 (use the specific gravity of SPF lumber instead of 0.43 for Hem Fir): Nail shank diameter, D=0-120"; Nail penetration depth for 1.75" nail installed on 5/16" fiber cement plank, P=1.438"; Calculated withdrawal design value, W=1380' G(512)' D = 1380'(0A2)42.5.0.120=18.9lbrrn penetration; Adjusted withdrawal design value, W = CD ' W ' P = 1.6*18.9*1.438 = 43.5 Ib. The tested design fastener load with a factor of safety 3 applied is 44.8 pounds per fastener, which is larger than the NOS adjusted fastener withdrawal design value of 43.5 pounds. Hence for calculation of allowable basic wind speed, tested fastener load of 43.5 pounds for a No. 11 gauge 1.75 inch long roofing nag will be used. In Table 213 below, the fastener load is held constant at 43.5 Ibs/fastener for each plank width, the allowable siding design load is back calculated from the tested fastener design load. Siding design load is equal to fastener design load divided by fastener tributary. Results in Table 2G are used to calculate allowable basic wind speed for the Number 11 gauge 1.75 inch long roofing nail. we know Ihat the fiber-cement.fastened.brind-nailed-Wth•a roofingmal is,Wded to-44.79 lb/fastener:-U!'irfg'the same timbe�-as specified in RepgtJG_1034-88,-butchanging the nail length to ri,l'25 iinches long yields an adjusted fastener -withdrawal sign value of-28A pounds per fastener:-- Calculae d withdrawal design value, W = 18.9 Win. penetration; Nail penetration depth for 1.25"!ta1instagedover5116" fiber cement plank, Adjusted withdrawal design value, W = CD' W"fi=1.6.18.9'b.938 =-28.41[tXastener. In jhis case.,the,adjUged wilhdra_wal design_value-is the control factor, since Ws tess,than-the4ested-design fastener load: Siding des) n oad.is.equal to-fastener-desigr load of 28.4 !btfastener divided by fastener uibutary. See Table 2H below, for the :miculated siding design loads for-each.plankwid2c Results in Table 2H are used to calculate allowable wind speed for the Num er gauge 1.25 inch long roofing nail usein a.blind-nail application. Summary based on Report 1020-88 (6d common nail face nailed into wood studs): The adjusted fastener withdrawal design value based on NDS-2015 is 39.2 pounds per fastener. The tested design fastener load with a factor of safety 3 applied is 60.8 pounds per fastener. The NOS adjusted fastener withdrawal design value of 39.2 pounds is more conservative when compared against the tested fastener load. Hence for calculation of allowable basic wind speed, the siding design load for a 6d common nail face nailed will be calculated based on the NDS-2015 adjusted fastener withdrawal design value 39.2 lbsffastener. See Table 21 below for the calculated siding design loads for each plank width using a 6d common. Results in Table 21 are used to calculate allowable basic wind speed for the 6d common nag, face nailed. Calculation for 8d common nail face nailed into wood studs: We would like to use the ultimate test values obtained in report 1020-88, to do this we propose substituting an lid common nail for the tested 6d common nail. Doing this substitution resolves the disparity between the NOS and tested values on fasteners. Below are the rationale for substituting the 8d common for the 6d common nail used in testing report 1020-88 to achieve the stated ultimate test load of 199 psf, a design load of 66.3 psi: 1) Use the same timber as in the report, but change the nail to a larger 8d common nail (2.5' long x 0.131" shank diameter x 0.281" head diameter); 2) The 8d common yields an NOS adjusted fastener withdrawal design value of 65.8 pounds perfastener Spec gravity, G=0.42; Shank diameter, D=0.131"; Net Penetration for a 2.5 nag through two layers of 5116" fiber cement = 1.875"; Withdrawal design value, W =1380 • G(5/2) • D = 20.67 Ibrm penetration; Adjusted withdrawal design value, W = CD'W"P = 1.5 * 20.67 '1.875 = 62.0 lb. 3) The mode of failure for the 6d common nail (report 1020-88) is fastener withdrawal from timber- Since the 8d common nag has a larger bearing area under the fastener head than the 6d common, we can anticipate at least the same fastener pug through capacity from an 8d common nag: " 6d common head bearing area (head diameter = 0.266 inches, shank diameter 0.113 inches) = 0.0455 sq inches; - Bd common head bearing area (head diameter = U81 inches, shank diameter 0.131 inches) = 0.0485 sq inches; 4) The NOS adjusted fastener withdrawal design value for the Bd common is 62.0 lb/fastener, this exceeds the tested fastener design load of 60.8 Ibs/fastener (for a 6d common in report 1020-88), therefore we can use the ultimate failure pressure of 199 psf to tabulate a design pressure 66.3 psf with an 8d common nag (60.8 Ibs/fastener), this will be used to calculate vend design. For the 4 reasons above, the 8d common can be directly substituted for the 6d common used in report 1020-88. See Table 2J for the calculated siding design loads for each plank width. Results in Table 2.1 are used to calculate allowable basic wind speed for the 8d common nag face nailed into wood studs. Summary based on Report 2149-07-10 (C) (8d ring shank box nail face nailed into wood studs): Nail withdrawal design load was determined to be 30 Win. penetration, based on ESR-1539 Table 2, for 0.113" deformed shank nail with 0.50 wood specific gravity. Nail penetration depth for 2.375" long nail through two layers of 5116" fiber cement planks, P = 1.75"; The adjusted fastener withdrawal design value VIP = Co' W ' P = 1.6'30.1.75 = 84.0 Ib. The tested design fastener toad with a factor of safety 3 applied is 76.7 pounds per fastener, which is less than the adjusted fastener withdrawal design value of �iF) A calculation of allowable basic wind speed, tested fastener toad of 76.7 pounds Will be used. j� In Table 2K below, the fastener load is held constant at 76.7 Ibs/fastener for each plank width, the allowable siding design load is back calculated from the tested fa! Siding design load is equal to fastener design load divided by fastener tributary. Results in Table 2K are used to calculate allowable basic wind speed for 8.d ring sit nailed into wood studs, - C��,t�pN�1•. dill RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2683-17 .LAMES HARDIE BUILDING PRODUCTS, INC. �g�Baeg6osoe®yes® P'otlY WA e 0 C1Cx ^ 1-899-Sd2-7343 ,9=8°1r m e •nfo@jameshardie.com i� 2015 IBC, 2017 FBC 20151BC, 2017 FBC t �� �e• Allowable, Ultimate Allowable, Nominal ID Design Wind, Speed, Design Wind, Speed, V�5.6 S' Q♦- V.,4.6 (3-second gust mph) (3-second gust mph) ��,.., Sa Applicable to methods Applicable to methods , �,',�..�' :•• ,.-:.. ; �,: ` �7"'.t, specified in [201518C, specified in Exceptions 1 � , .y r 2017 FBC] Section through 3 d [20151BC, �}+�� �'• �� . Y�; 1609,1.1. as determined by Figures 1609.3(1), 2017 FBC] Section . t-'lii , • 1609.3(2), or 1609.3(3) 1609.1.1.�"%�:+^' .''<s:-••grD� Cceffidents used rr5'�affe calculation for Vwr Wind exposure calegol Wind exp urecategorV Siding I K� Product Width Fastener Fastener Frame Stud Spacing Building 7 Heights' B C D B C D Des bl Design Aload LpBlExpC Product Thickness (inches) (inches) Type Sparing Type Type(inches) (feet) (PSF� ExP D - K. ^f<,- GC, GC; No. 11 ga. X 1-314" 2X4 HardiePlank 5/16 12 long Blind nail Wood 24 Roofing SPF' nail Mo. 11 ga. X 1-1/4" 2X4 HardiePlank 5/16 5.25 long Blind nail Wood 16 Roofing SPF e nail No. 11 ga. ou X 1-1/4" 2X4 35 HardiePlank 5116 6.25 long Blind nail Wood 16 40 Roofing SPF' 4 nail 50 55 60 25 172 30 172 35 168 y6' 40 165 149 146 226 115 -51.1 0.7 1 0.94 1 1.12 1 1 1 0.65 0.85 -1.a 1 -lA 0.18 0.18 146 146 123 113 -51.1 0.7 C98 1.16 144 143 121 112 51.1 0.73 1.01 1.19 1 0.85 -1A 0.18 142 140 1 120 110 S1.1 0.76 1.04 1.22 1 0.85 -lA 0.18 141 138 118 109 51.1 0.785 1.055 1.245 1 0.85 -IA 0.18 140 135 117 108 -51.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 139 134 116 107 -51.1 0.83 1.11 1.29 1 0.85 -1A 0.18 138 132 115 107 -51.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 118 109 97 91 -51.1 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 110 -426 0.7 0.85 1.03 h560 1 1 0.85 Ca5 -1.4 -1A 0.18 CIS 107 -426 0.7 0.9 1.08 W33 105 -42.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 103 102 -026 -42.6 0.7 0.73 0.98 1.01 1.161 1.19 0.85 -1.4 018 1 0.85 fMB= 25 16B 140 1 No. 11 ga. 30 168 142 1 X 1-114- 2X4 35 165 140 1 HardiePlank 5116 7.5 long Blind nail Wood 16 40 162 138 1 Roofing SPF' 45 159 136 1 nail 5o 156 135 1 - 1 98 21 109 101 -42.6 0.76 1.04 122 1 0.85 -1.4 0.18 108 100 -426 0.785 1.065 245 1K 1 0.85 -1.4 0.18 107 99 -42.6 0.91 1.09 1 CB5 -1.4 0.18 106 98 -026 0.83 1.11 .8-1.4 0.18 -42-6 0.85 1.13 1 0.85 -1.4 0.18 89 -42-6 0.99 1.26 1.43 h>60 1 10.85 -1.8 0.18 118 1 107 40.9 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 115 105 -0o.s 0.7 o.s 1.06 1 0.65 -1.4 0.18 112 103 9 0.7 0.94 1.12 1 0.85 -14 0-18 110 101 -00.9 0.7 0.98 1.16 1 0.85 -1.4 018 109 100 -40.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 107 99 -40.9 0.76 1.04 1.22 1 0.65 -1.4 0.18 106 98 -00.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 104 97 -00.9 0.81 1.09 127 1 0.85 -1.4 0.18 104 96 -00.9 0.83 1,1t 1.29 1 0.85 -1.4 0.18 103 95 -40.9 0.85 1.13 1,3t 1 0.85 -1.4 0.18 a� _ -40.9 0.99 126 1.43 h>60 1 0.85 -1.8 0.18