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Product Approval & Evaluation Report Panel Walls Siding
8/15/2017 b 8q��,�nn or nca�pmun Florida Building Code Online AF } u ProfessionalRequiation rid ` "- BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts i Publications I FBC Staff ! BCIS Site Map Links Search Product Approval USER: Public User Product. Approval Menu > Product or Application Search > Application List > Application Detail t 2� FL # FL13192-R4 v Application Type Revision ST. LUCT.v ro-TVuLiIIL►INC- L^ . SIO� . Code Version 2014 yyVIEWED FOR CO L�NC Application Status Approved REVIL::'ED BY DATE i . 7B I Comments PLANS AND FR T MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 d*MgD fX1W0pRAT1ACHMENTS (909)349-2927 pingsheng.zhu@jameshardie.com ANN INS RESPONSIBILMiOM CONTAACTOROF RECORD Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 THESE PLANS AND ALL PROPOSED WORK pingsheng.zhu@jameshardie.coriARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYNECESSARY IN ORDER TO Quality Assurance Representative Pingsheng Zhu COMPLY WITH ALL APPLICABLE CODES. Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 ' pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO -Certificate of Independence. PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 �M MIRY ASTM E330L Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Equiv ASTM C1186 Equivalency Signed.odf https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtskp/p2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAp/o3d*/*3d 1/3 s 8/15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding 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 15- 0122.04. Installation Instructions FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 II Install CemPlank Siding.ndf FL13192 R4 II NOA 15-0122.04.0f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding 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 15- 0122.04. Installation Instructions FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 II Install HardiePlank Siding.odf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.0f Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding 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: Installation Instructions FL13192 R4 II ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 II Install HardieShingle Siding.r)df Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R4 II ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 II Install HardieShingle Sidina.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsk°/a2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 2/3 8/15/2017 Florida Building Code Online 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 15- 0122.04. FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 II Install Prevail Lac) Siding.Ddf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.rdf Created by Independent Third Party: Yes Back Next 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 Statement 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, do not send 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. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to 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 a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® ® EChec Credit Card Safe hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtskg/g2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAg/o3dg/g3d 3/3 L PROJECT RIO-2577-15' ENGINEERING EVALUATION:REPORTfOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS. JAMES HARDIE_BUILDING PRODUCTS, INC, 10901 ELM AVENUE FONTANA, CA 92331 TABLE OF CONTENTS -.PAGE COVER PAGE 1 ..EVALUATION SUBJECT 2.. EVALUATION SCOPE 2_ EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1,.RESULTS Or TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2C, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES, 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 - TABLE 4, ALLOWABLE STRESS. DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5, ALLOWABLE, STRESS DESIGN.C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C-PRESSURES EXPOSURE D 6 TABLE 7,.ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS'OF .USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCEWITH THE_ REQUIREMENTS OF THE ASCE 7 --10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I: OGAWA &ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649. 1�i�� ` pGAWA 714-292-2602 �r�` Q• ..�.. . �!' 7.14-908-1815 FAX e` ; •' STP �a�SSlO1V RONALD I, OGAWA ASSQCWTES; INC. 16835 ALGONQUIPfSTREET. #443 HUNTINGTON BEACH: CA 92649 714-292-2602 714-968-1815 FAX PROJECT; R10-2577-15 JAMES.HARDIE BUILDING, PRODUCTS,'INC.. 114W5427343, info@jamesttardie.cam EVALUATION. SUBJECT MardiePianki Lap Siding James Hardie Product.Tiade Names covered In this evaluation: HardiePlankO Lap Siding, CemPlaAZ Siding, Prevail"' Lap Siding EVALUATIONSCOPE: ASCE7-M, 2014.Florida Building Code 2612 tnterpational Building Code® EVALUATION PURPOSE: This ariaysis ls, to determine the..maximum design 3-sec6nd gust wind speed to be resisted by un assembly of HardiePlank (CemPlank, Prevail Lap),ziding fastened io wood ormelal framing wilts rutlis or screws. REFERENCE REPORTS: 1. intertek Report 3148104COQ-002, Transverse load testing on'HardiceFfank and HardiaPanel FiberCement panels 2:.Intertok Report 10Q717048COQ-003,.Transverse load teslingon HardiaPlank and HardieShingla ,RONALD h OGAWA ASSOCIATES, INC. 16635 ALGONQUIN STREET1443 HUNT.INGTOWBEACH, CA 92649 714-292-2602 714=908-1815 , FAX 'PROJECT: RIO-2577-15 JAMES•HARDIE'BUILDING PRODUCTS, tNC, 1-888-542-7343 iofo�jamgshardie:com TEST RESULTS: Table i. 1149ults of Transverse Load Testing Reporl-Numner 31481MCO0402 314a104COQ-002, 10871764kd(Q�003 10071704a000.003 Test AgaM IntenaK Interlak Interlek Intertek Trackness (n,). 0.3125 0.3125 0.3125 0:3125 Width (IM 5.25 9.25 6.25 8.25 Frama-Type Wood 2'x4-SPF -wi 7116' OSB sheathing Wood 2'x4"SPF w flw CSS sheathing Wood 2*,x 4' SPF W 7116, .0SB sheathing 'Wood 2-•x4-SPF wl 7110` 0813 sheathing Frame Spacing (in,) 12 .12 8: 6 Fastener Type waferhead sCrew, I. 5!8" x M375- HL1 NO waferhead sCre ,1 bl8"x 0,375' HO 4d ring,shank aiding 1,$- x O.OBO" x.0,2'15" 4d ring shank siding 1.5x 0.090" x 0,2157 Fastener Length (Inches) 0.625 1.625 1.5 1.5 Fastening Method Blind nailed to OSB Blind nailed 10,058. Blind nailedlo OSB. Blind nailed 10 OSH Ultimate Load (psq, _ 310.4 138.0 152 198 Oesi'n Load f sf t 103.5 46.3., 50.7 66.0 Effective Tnbutaiv Area fn 0.333 D.657, 0.389 0.292 Fastener Load , as tested {Ibr(astene�} , 34.5 , 30.a 19.7 19 3 Adjusted.withdrawal design load 35.8 35.6 Net Fastener Penetration (In.), P 0.437 '.0.437 Wood SpedBc Gravity,.G 0:70 0.70 Nall Shank Oiameter'(in,), D 0,090 0,090 VVI111drawal design value per NOS 2012.ar ESR-1539 (Wtn, penetration); W 50.91' 50.9 Calculated fastener Kitndrawai load is compared wdh the test result and the more conserva6Ve ortu will be fined.' 1. Alloyvablo 4Wgrf load is dolormined from u4imh1ci load divided by a factor of safety of 3, 2. HardiePlank Siding eompf.6 with ASTM C1186, Standard Spec anion for Grade 11, Type A Monas-&MS Fiber-Cernant Flat Sheels. 3, An equivalent specCtla gravity 610.70 for ring shank nails installed on OSS Issecommended by APA TT'-Md. d. 4-Cali elatedfastener vdlhdrawal load is compared v4lh the testtreeull, and then the more owservative ona wilt be used, For all cases; in U* table, the adjusted %rdhdraw0design value, W; Is aalcul5ted as WM-Co•• W -P Where; Co='load duration faclor.per'NOS-2012-Table2.3.2forwindleanhquaka load = 1,6 W = vihhdrawal^design valua: •calculated per NDS-2012 or ESR-1539; Micinever eppltcable P.= fastenor embedment deplh,,im Whk'nati shank; 0, i O.OW InChIb;t s 0.375 Inch for Smooth shank nails, NDS-2012 equation (112-3) Is usedlo:calculate,whhdrawal.design value W.=,1380 • Gig' D WnOre, 'G = "od speranc gravity per Table 11,3,3A 0 .:nail shank diameter, in, When nalfshank;A, is less than 0,099'Inrh, or in the case, of rhg'shank nails, the, withdrawal design•values were obiained tram ICC-ES ESR-1539 Table.2, HardiePlank Width (inches) c'C o��:mac.: x' U M a L m ru' rn m a w c. O, a m LL 4 5125- -31DA 12V 0.333 -103.5 -34.5 6.25. 12 0.417 -6016 -33.6 7:25 12 O.Wo -65.3 .32.7" 7,5: 12 0.521 -62.3 ' -32.4' 8 12 0.563 .56.9 -32.0 8,26 12 0,583 -54A :31.6 9.25. -136.8' 12 0,667 -06.3 .10.8 9.5 12 0.688 -•44,5 -30.6 12 12 1 0.895 -31.6 1 -28.3' RONALD 1;'OGAWA ASSOCIATES, INC. 16835 ALGONOUIN'STREET 0443 ,HUNTINGTON•BEACH, CA 92649 '714.282-2602 714-900t-1815 FAX PROJECT: RIO-2577=15 JAMES 'HARDIE BUILDING PRQDUCTS. INC. 1-888-542-7343 in";amasnardle,cotn For Table 2A 102C Me designs loads Will to calculated by proporuoning tnedribuiaryare6to each fastener, thereby- design toad td.eadr fastener wail be kept constant. By doing, so, the a0owable,design load for vardus HardiePlank widihs,and "stud spacing wilt be determined;, Tabte'2A,;Allowable. Design Loads Wsed'on Constant Fastener Load, k8 wafer:head t5crew x 0;375" HD"; fasteners'concealed, (blind:screw) at 12" D.C. to WSP sheathing only Fdr 5,251nch vdde•HardiePlank: Design load = ultlpiate !allure load/FOS =-310.4;p9l 3 = -1015 psf Effective tributary = ((plank'vndlh exposed to" lour X fastener spking)1144j.= ((5.25 1,25) X� 12)(144 = 0:333 sq.ft, - Fastener load = design toad X'tribbtary area =-•103.5 X 0.333'=-34:5,poAds 'For -9.251nch.wtde HardiaPlank Design load = ultimate failure IoadfFOS = -135A psft 3 - -46.3 Or Effective tributary= ((plankwidth exposed to wealherX fastenerspacing)1144)"=.((9:25-1,25) X'i2)fl44 = 0.667sq.11. Faslenef load = design toad X tributaryarea=-45.3.5 X 0:667 =-30.0 pounds The fastener loads for all other plank widths werellnear interplalad front the two tests based on plank width, Calculated allovrable design lodd= fastener load tested' condition divided by arna.lntrutary forlhe condition L10 be calculated Table 266;;Allovyab�e peslgn Loads Based on Constant Fastener Losd, 4d Ting sank siding nail (1.5'W.09"x0;216"), fasteners concealed (blind nail j at 6" O.C.-ld WSP sheathing only For 8.25-inch vdide.HardiePlanic Desigrrtoad = ultimate failure IoadiFOS,= -152 pslf 3 =-50.7.psf: Effective tributary ((plank width exposed to weather X festener,8padng)f 144y='((8.25-1,25)'X 8)1144 = 0.389 sq.11. Fastener load - design load X lributer srea i -50.7 X '0.389 =-19.71bs The fastener (oadslor all other plank width were calculated based on the some tostener toad Calculated allowable design loail = fastener load tested condition divided by area tributary for the candi8on to be calculated HardiePlank Width o� " v E U•7 ? ;co - m = �. � tin o a 4- r s . 3- A = w m 0 tJ ro c 3 ODD db c c =' ii 3- 5.25 8 01222 -88:7 -19.7 6.25 a- 0.278 -70.9 .-19.7 7.25 8 0233 -69.1 -19.7 7.5 8 0.347 -56.7 -19.7 8, 6, 0,375 -52.5 '-19,7 825 -152 8 0188 -50.7 -19.7, 9i25 $' 0.444 -44.3 -19t7• 9.5 - 8 0.458 -43.0 -19.7 12 6` 0.597 -33:0' -19t7 Table 2C: Allowable, Design Loads Based on Constant Fastener Load; 4d ring',shank'siding nail (1.5'S10.08"i0.215"),, f intenors concealed (blind nail) at 6" O.C:, to WSP sheathing only For 9.25 inch wide HardePlank.- Design bad'=.ultimate failure IoawFOS =-198 psll 3=-50.7,;,psf Effective tributary = ((plank width exposed to weather X fastener spacing)f144) _ ((8.25-t.25) X 6)1,144 = 0292sg1t. Fastener load =•design load X tributary area =-60•X 0292 =-19.3 Ibs Tha.tastener ioads•lor ail other plank -width were calculated based on the'same fastener load Calculated allowable design load - faslener.load tested condition divided by area tributary for the condition to be,caltulated HardiePiaWid nk th tinchis) o•© = t c `ma N,� LL m rn•5 A•� m 2' " = Z c to ti n m 0 wLL 6 m rn v.a '� •14. 5,25 6:. 0:167 -115.8 492 6.25 8 0.208 -92.6 -19.3 7.25 5 0.250 77:2 -19.3 7.5 - 6 0.260' -74.1 -19:3 8 6 0,281 48.8 19.3 . 8.25 -193 6 0:292 4610 .19.3, 9.25 B 0.333 -57.9 -19.3 9:5' 6 0:344 =56.1 -19.3 12 5 0.448 7TY -19.3 �i fjGAWq yes •E S� -_ Cc AO ��': STA F• : � ty ti RONALD I; OGAWA ASSOCIATES, INC. 1'635ALGONQUIIJ STREETr1443 HUNTINGTON BEACH, GA 92649 714-292-2602 714-90t3-1815 FAX 'PROJECT! R10-2577-115 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-.542-7343' in(o@jameshardie.com DESIGN'WIND LOADPROCEDURES: Fiber Cement Siding uansveiseloaacapacity (Wind load capacity) is detenni,n d via compilanco testing to transverse load national teal standards, Via the.fronsverse load testing an allowable design laad.is determined based on a'factgrof safety of 3 applied to the ullimale_iasl load. 'Since the allorwabre design load W based on factor of safety of 3. allavratite design loads on fiber -cement siding correlate directly io mgdred design pressures for Alftlwabie Stress Design. and iherefoia should be used wth Combination loading equations for Allowabie,Stress Design'(A.SD), By Using the 6=6inallon lvadingequallons for Allowable Stress Design:(ASQ), the: Mated allowable design loads for.fiber-cogent siding We aligned Mtn om vino speed requirements In ASCEr7-IQFigure 26.5-1A. Figure 25.6-16: and Figure 26.5-1C, For[his analysis, to calculate the pressures in Tabu s'4, 5,.and 6, the load combtiialiail.witt beln acwWancq wlh ASCE 7-10, Seclion 2.4 combining nominal loads using allowable stress design.Aoad combination 7. Load combination 7 uses a.load factorof 0.6 applied 16 the wind velocity pressure,. Equation'1', 9i=0:60256-Ki K„•K,,'V' fret. ASCE-7.40 equation 30.3-1) q, ; velocity pressureat height z K , velocity pressure exposure coeifiaent evaluated at height z FCC , topographic factor Kd , Wind directionality factor V." basic wnd Equation 2, V=V,;, (rLl. 2012'IS& & 2014 FBC 5ectlon 7602.1 'defriip'ans) Vw , ulldnate des'sgn wind speeds (3-second gust tAPH) dotormiried from 120,1218C; 2014 FBC] Figures i609A, B. or C: ASC,E 7-10'Flgtires 26.5.1A. 8.,or C Equation 3- p=q {GCP-GCp1 {riff.AS'CE,7,40 equation 30,6,11 GCP product bf extemat pressure coefficient and gusVeffect factor GC„ ; product of internal pressure coefficient and:gusl-effect factor p „design pressure (PS9 for siding (allowable design land far„siding), To deferraine, deslga pressure; substitute q, Into Equation 3, Equation d; p=..0.00256•Kt•Kn•K°'V,n7•(GCa GCP) A/lovable Stress Design, ASCE 7-10 Section 2.4.1. ka.d combination 7. Equation 5„ 0,613 + 0:6W {rat. ASCE 7-10 section 2.4,1..load Comdnation 7) D ,.dead flood W wind load (load due to wind pressure) To determine the Allowable, Stress Design•Fiessure, apply, the load 6cfor-hrW (wind) fmm EOuatlon 4 to p (design pressure) determined from equailon a Equation 6; p., = 6.6•(p1 Equation 7, p,,;,=0.6•[P,Ot 56'K= Ka I<vV,,tz•(GC;-GC;)) Equation 7Is used to populate Table d, $.'and 6:• To deferminle the allowable ultimate basic wind speed for Hardie Siding in Table'7, sotve Egdatlon.7 forV., Equation8; Vr,•=-(p�.d0.6'0,00256•K,'K„`V,(GC,-GCP)}°s Applicabr'e to methods specified in,ExcepVons f through 3:of (20f21BC. 2014'FBC) SFC61i 1609:1. L. 10 determine the.allowable norrdnal deslgnwind speed,(Vasd) torHardie Siding in - Table 7, apply i6e conversion formula below,• Equation 9, Vie = V a •.(0;6)° S (reli 2012 IBC &.2014 FBC Seat do 16M1.a1p!!...ow" V;„i :.Nominat des(gnwlnd'spoed (3t-second: gust mph) (refj 2012 fBC,& 2ot4 F6C Sec,t+M1�6avlOGa (/`/A +++ \ + Table 3, Coefficients and Constants used In Determining V and p, K Wall Zone 5 Height,00 Expa ExP C ExP D K„ K. GC. : GCu 0-15 0.7 0.85 1;03 n560 1 0,85 -1.4 0,18- . 20 , 0,7 0.9 1.08' 1 0.85 -1.4 0.18 25 0.7 0.94 •1.12 1 0.85 -1.4 0.18 30 01 0.98 L16 1 0185. 4.4 0,18 35 0,73 1.01 1.19 1 ,0,85 -1.4 0.18 30 0.76 1.04 1.22 1 0185 -1 A . 0,16 45 0.785 1,065 1.245 1' 0.85 -1:4 0.18 50 Mal 1 1.09 1.27 1 0.05: -1.4 ' 0.18 55 0.83 1.11 1.29 1 0.85 -IA 0.18 60 UM 1 1:13 1,31 1- 0.85 -1.4 0-18_ 100 0.99 1 1.26 4.43: 060 1 '045 -1.9 0.18 RONALD I: OGAM ASSOCIATES, INC. 16835-AL60NOUIN STREET #443. HUNTINGT.ON BEACH, CA 92649 714-292-2602 714.908-1815 FAX PROJECT:'RIO 5Z7-15' JAMES HARDIE BUILDING PRODUCTS, INC. 1'-888.542-7343 infdQafnasfiardle.com Table 4, Aliowable 5.tress Oeslgn•.'CotWponeot and Cladding (C&C) Pressures (PSF) to he'Reslsted at Various Wind Speeds -Wind Exposure Category 13, Wind Speed (3- second gust) 100 105 110 115 120 13d- 140 159 160 170 180 190 200 210 -Heiphl (tt) 8 B 8 8 ,B B B B B B B 8 9. B. 0-15 -14.4 •15.9 -iTS -19A -20.8 -24.4 728:3 32.5 -37.0- -41.7 -46.8 -52.1 -57.8 -63,7 20 ' ' -14.4- -15.9 -17-5 -1941 .20.6• - -24A .28.3 -32:6 -37.0, -41-7 -46.8 -521 -57.6 763.7 25 -14.4 -15;9 17,5 -19.1 -20.8 -24.4 48.3 32.5 .37.0 41,7 -46,8 -52.1 -573 `-63.7 30 -14.4 -15.9, .17.5 -19.1 -20.0 424.4 -28.3. -32.5 .37.0, -41.7 .46.8 .52:1 57,8 -ti3,7 35 -15.1 -16.6 -15.2 1 -19.9 -21.7 -254 1 .2915 -33.9 48,6 -43.5 -48.8 ' -54.4 1 •80.2,' -60.4 AO -15.7 -17.3 ;19.0 -20t7 -22.6 -26.5 . M7 -35:3 -40.1 -452 -50.8 -55.8 -62.7 -69.1 45 '-16.2 •17.9 -19.5 -21.4 -23.3 47.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71A 50 -16.7 18.4 20.2 22.1 24.1 -28,2 -32.7 -37.5 -42,8 48.3 54.1 6D.3 68.8 -73.7 55 -17.1 -18.9 -20.7 -22:6 -24.7 =28;9 -33.8, -38.5 43:8 -49,5 -55.6 -61,8 -6&5 -75.5 0 too -25.6 728.2 31-0 -33:8 -3619 433 -50.2 ' -57.6 -65.5 -74.0 -52.9 -92.4 -102.4 -112.9 Table 5; Allowable: .Stress Design- Cnmponent and Cladding {CSC} Pres'sures,(PSF) to be Resletbil at Various Wind Speeds - Wind Exposure Category C. (3- ) - 100 105 110115- 126 130' 140 1SO 160 170 160 190 200 210 C C C C ,G- C C C C C G C C C -17.5 -19.3 -21.2 -23.2, -25.2 =29.0 -3C4 -39:5 44.9 -50.7 -56.8 -83.3 40.1 -77.3 -1M -20 -22.5 -24.6 ,28:7 =31.4 -35A -41,8 -47.5 -53;7 -60.2 -67.0 -74,3 -61',9 ig -19.4 -21.4 -23.5 -2&6 47,9 -32.8 -38.0 -43.5 -49.8 -56.0 --62.8 -70.0 -77.6 -85.5-202 -22.3 -24.5 -20,7 -29.1" -34:2 -39.5 -45.5 -51.8 -58A -65.5 -73.0, -80.9 -89..20.6- -23,0 .25.2 -2T6 -30,0 -35,2 -40.8 -46,9 =53,3 -60.2 -87.5 -75:2. 43,3, .91,9 -215 -23.7 •20.0 -28A -30.9 -38,3 -42.0 -43.3 -54.9 -02.0 -09,5 -77.4 -55.6 -94,6. -22.0 -24:2 -20:6 -29.1 -31,6 -37.1 -43,1 -49.4 -56;2 -63.5 -71.2 -79,3. -87.9 -96.9 22,5 =24.8 -27.2 -29.7 -32A -38.0 -44.1 •50,5 -57.6 -65.0 -72:9 -81.2 -89.9 -99:2 55-22:9 -2&Z -27.7 -30.3 733,0 -38:7 .44,9 -51.5 -$8,6 .66.2 44.2 .82.7 .91.6 .101.0 60 100 , 32.6 •35.9 =39:4 -43:1 -46.9 -5 .D -63,8 43.3 -83.4 -94.1 -105.5 -117.6 -130,3 -143.5 Table 6. Atlowablo,5troas 17esign - Cam pan onI and Cladding (C$C) Prossureb, (PSF) to be Resistdtl at.Vir1cus Wind Spogds - Wind Exposure Category 0, Wind speed (3 second gust) 100 1D5 110 115 120: 130 140 150` 160 170 180 190 1 200 210 Hal nt(n) D A 0 0' D D D 0 D 0 0" D D 0 0-1151. -21.2- •23A .25.7 •2&1 .30.6 -35.9 -41-.6 •47,8 -54.4 .61.4 -68.8 -757 -95.0 -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 -3016 -33.3 -39.0 -45,3 -52.0 -59.1 •66.8 -74,9 -83A .-92,4 -101.0 3D -23.0 .28.4, -29.0 3L6 -34.5 -40.4 -48:9 =53.8 -61.3 -69:2 -775 -85A -9&7 -105.5 35 -24:5 -27A -29.7 -32;5 -35�3 -41.5 -48.1 -55.2 -62.8 -70.9 •79.5 -88.6 .-93.2 -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 -11110 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 -1 .8 -115,5 '55 -26.6. -29.3 -32.2 -35.2' -38;3 �5.0 52.? 59.9 68.1 70.9 88,2 -96.1 -108.4 117,4 60 -27.0- - .1 - 1 -119.2 100 3J.0 1f0.8 -44.7 �48.9 -53,2- -62.5 •72.5 •83.2 -94.6 -M'11 418.8 -1314 -147,0 -183.0 Tables 4. 6. and 6 are based on ASCE 7-10 and consistent with the 2012 IBC. 2012 If7C'and the 264 Florida Building Code. 0GA RONALD 1, OGAWA ASSOCIATES, INC. 16835-ALGONQUIN STREET#443 HUNTING_TON BEACH, CA 92649 714-292.2602 714-906.1815 FAX PROJECT: RIG-2577-15 �rrrrN/r�+'/hy �. JAM H RDI BUILDING PRODUCTS, INC. ,1'ff� Q. GA. ++ inf6@iameshardie.com Table 7, Allowable Wind 5peed:(mph):forHardlePlank Lap Siding (Ana"rtl.Methoof in ASCE 7.10 Chapter 30 C&C Part 1 and Part 3) 201216C; 2014 FBC 2012W. 2014 FSC -, STATE Or := 1c = �Ef •, {� VVf ate'•., FLO Fp 10A ' -ram V`SIOIII ''//1t/9t//rI Coelflcioats used In Table 6 calculations rot Y,,, Allowable, Ultimate Design Windi Speed, (3-Secorid"gust mph) Allrnvabte, Nominal Design Wind, Speed, (3-second gust mph) ApPGcabte fo melhads apedfiod In 12D12IEC, 2014 aGin s d SE 1609,1.1, as etsnn rod by 1201218C,2014FEq Figures 1609A, 8. or C. AAPdabla to memod5 spac&Ld in ExcaA ons 1 ulrougn 3 of P012 ISC,,. 2t114 FS01 Section Ii309,IJ. Wind exposure category Wmd exposure wegoryl Siding K Product Product Th�dcn Width (incites) Fastener Type Fastener Sparing Frame Typo Fastener; +ncneSpacisj' Building H{rests s B C D e C 0 Allowable 0asgn Ley (PSf:) Exp 8 'Exp C EL p D j K, GCr. GCa 0-15 - 268. 243 221 207 188 171 -103.5 a?. 0.85 1.03 111530 1 ass -1.4 0,18 '20 268 238 2113 207 163 167 -103.5 0.7 0.9 1.08 1 D.85 -1.4 0.18. 25 268 231 212 207 t79 164 403.5 0.7 0,94 1.12 1 D 85 -1.4 0.18 Hardjiiftnk wis 5.25 Noe 8 x I. 5l8' long,x 0.375' H❑ ebbed' WafCrftead screws r Blind screwed to WSP 2X4 wood or 20 ga, steel framing; 71W.thick WSP sheathing 12 30 '268 1 226 p 208 207 175 .161 403.5 0.7 1 Us 1 16 1 0.85 -1 a 0.18 35 '262 223 205 203" 173 169 4035 0,73 1.01 1.19 1 D,85 -1.4 0.18 40 257 220 203 199 170 157 .1035 0.76 1.04 1;2 1 085 .14 O.1B 45 253 217 201 196 168 155 -103.5 0,795 1.065 1.245' 1. 0:85 -1.4 .0.18 50 249 215 't99 193 166 1 154 --103S - 0,81 1.09 1127 1 1.'0:a5 -1 41 0,18 55 248 213' 197 190 165 153 -103 5 083 1,11 729 1 0A5 -1.4 0.18 60 243 211 196 Ise 163 152 -103.5 085 1.13 131 1 1 0a5 -t.4 aw 100 201 178 167 1 156 138 130 -103.5 0,99 1.26 1.43 h-60 1 DBE .1.8 0.18 0-15 236 214 195 183 166 151 -60.6 0.7 1 0.85 1.03 WO 1 0.85 44 '0,18 ZG 236 208 190 183 161 147 410.6 0.7 0.9 LOfi 1 35 74 O.to HardiePlank 5l16 6.25 No. B x 1- 5fS" long x 0.376'HD ribbed, wcrew ad screwst Bond scmmw 10 WSP 2X4 wiled or 20 ga. steel framing, 7116' Ihtck WSP sheathing 12. 25 236 204 187 183 158 146 :60d' 0.7 0,94 i.i2 1 0 85 .14 0,16' 30 236 200 184 183 155 142 •80,6 07 '0.98 1.16 1 0.85 -1.4 OAS 35 '231 107 lei 179 152 140 -80A 0.73 1.01 1.19 1 0,85 -1.4 al8 40 _ 227 „ 194 179 176 150 139 -80.6 0.76 1,04 1.22 1 0.a5 -1.4- 0.16 45 223 192 177 173 143 137 -60.6 0.785 .1,685X 1 0,85 -1.4 0.18' 50, 72p 189 175 170 147 136 -806 0.81 1.09 1 0.85 -1.4 O.IB 55, 217 188 174 158 145 135 -80.6 0.63 1.11 1 0.85•1.A 0.1860 214 186 173 166 144 134 -80.6 0.65 1.13 1 0.65 -1.4 I ala 100 177 157 148 137 122 114 �WJS 0.99 1.26 143 h>60 1 0.85 .1,8 0.18 0-15 .213 ' 193 175 165 150 136 $5,3 0.7 1 0,85 1.03 hzW 1 O.a5 -IA 10,18 20 213 186 171 105 145 133 -65,3 0.7 I as 1.00 1 O B5 4.4 0,18 HardiePlahk' 5116 7,25 No,-BK.i• 618°4ongx 0.375' HD ribbed viafemead ,'screwsa Blind screwed 10 WSP wood or20go. Steel framing, 7/10 1i11Ck WSP sheathing 12 25 213 184 168 165 142 130 ,65.3 0.7 M94 1.12 1 0.85 -1.4 0,15 30 213 180 185 165 1 139 12B -653 0.7 0.08 1.19 1 0.95 -1.4 0118 35 . 208 177 163 151 137 f 26 -65.3 0,73 1.01 1.19 1 0.95 -IA 0.18 '40 204 175 161 158 135 125 -65.3 0.16 144 1,22 1 0,85 -fA 0118 45 1 201 1 172 159 156 134 124' -65.3 0.785 LOSSgl3l 1 0.85 -1A 0.18 50 ' Ise 170 158 153 132 122 85.3 0.61 1.09 1 0,85 -1,4 0.18 55 195 169 157 151 131 121 .65:3 0.83 1.11 1 0.85 .1.4. -0.18 60 193 167 155 150 130 120 •65.3 0,85" 1.13 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 -65,3 0.59 '1,2r;ns6O 1 0,85 -16 0.18 0.15 20B 188 171 161 .146 133 -62.3 0.7 0.85ns80 1 0.85 -1A D.18 20 208 183 167 161 142 130 .62,3 0.7 0.9 t 085 -1.4 0.16 HardlePlank S1T6 7.5 No. a x 1- Sir long x 0.37S".HO, ribbed BIIrld serowed 2X4 wood or 20 ga.. steel' framing„ 12, 25 .209 179 164 161 139 127 -62.3 0.7 0.94 1 0 a5 -1.4 0.18 30 20D 176 161 161 136 125 -b2.3 0:7 D.98 1.16• 1 0.85 -1.4 0.18 35 '203 172 159 158 134 123 4a3 0,73 1.0t 1.19 1 0.85 .1.4 0.18 40 199 170 157 154 132 122 -62.3 0.76 1.04 I22 1 O.BS - 44 0,18 wafetheed screws to WSP - in 6- thick Wsp sheathing 45 196 168 156 152 130 121 -G2.3 0.765 1,085 1.245 1 0.85 -1,4 0.18 50 '193 166 154 150 129 119 -W-3 0.81 1:09 L27 1 US 4A 0.18 55 191 105 153 146 12B 119 •62.3 0.63 1.11 1,29 1 0.65 •1.4 01a 60 188 163 152 146 127 118 -623 0.95 1,13 71.31 1 ojs 74 OJa 100 156 138 130 121 107 lot -62.3 0,99 1.26 ri+-W 1 0.05 -1,8 0,18 D-15 198 180 164 154 139 127 -56.9 0.7 0 85h1W 1 0.85 •1.4 0,18 20 198 175 160 154 . 136 124 -56.9 0.7 0.9 1 0.85 -1.4 mia HardlePlank &16 8 No. 8 x 1- 518" long x 0,375' HD ribbed wafemead screws x' Blind screwed 1D WSP 2X4 wood or 20 go. steel framing, 7116' lhlck vvsp Sheathing 12 25 198 171 157 154 133 122 S6.9 0.7 094 R1.2245 1 ass -1 A 0;18 30 198 168 164 154 130 119 -551 a7 0.98 1 0.85 -1.4 0:18 35 194 165 152 151 126 118 -56.9 on 1.01 1 ass .14 0,18 40 190 f83 150, 148 126 116 -55.9 0.76 1,04 1 0.85 -1A GAS 45 187 161 149 145 125 115 -56.9 0.785 1.085 1 0.85 -1.4 0.18 S0 184 159 147 143 123. 114 %o 0.81 1.09 1,27 1 • 0 65 •1.4 0.18 65 182 158 146 141 122 t13 560 0.63 1:11 1.28 1 0.85 AA 0.18 60 180 156 145 139 121 112 -56,9 0.85 1.13 1.31 1 0.55 -tA 0.18 100 149 132 124 115 102 96 589 0.99 1,26 '1,41 FvGO 1 JOSS1.1.8 0:18 I Amts HARblE BUiLbINd-PRODUCM INC.- 1-986-542.7343 : KONALIIJAP,�YYAASSOCIATES, INC, 168351A , LGONQUM-ST-REET1 il- HUNTINGTON BEACH; CA 92649 714-292-2602 714.eaa-im FAX PROJECT:,k10-2577-16 1101.4foArro.". " GGA Inibiglarrieshardle.co'111, fy 2 22074 FBC 0.12 IBQ 2012 16C, 2014 FBC AlOwable, Ultimate fiftwable, Nominal STATE OF Dbilgn Wqd. Speed, Design Wild., Speed, LORM -SeCorA gust Mph) (3 -Second gust mph) APPliCable to Memods APpPwbla to methods in jig`1213C. s-pecified in Ex6eptions .1 2014 FECI SeCban 1609.1.1. as dotf-17ftedp t2012 18C. 2014 FRO] 2014 FSCJ Section. Figums 1609k B, of C, 1609AA, Wind exposure calegovNy wind ex posure calegoq Siang K. Product Piodud Ttdcknass Width '(inches) Fastener: Type Fastener Spacing frame Type Fastener Spacivig vriches), BUIIU169 Height" 2 (feel) B. C 0 6 C � IDesign D Aj" Lead (PSF) DO 9 ExP C Exp 0 1 K. K. I GO, GC�. 0-15 .194 176 160 150 130 1 124 1 -54.4 0.7-1 0.85 1.03 hM, 1 0.85 -1.4 0,10 20 194 171 156 -150 133 121' .54.4 07 0.9 1.08 1 DSSI -1.4 0.18 25 194 168 153 150 130 119 . -54.4 1 00.94 . 1 12 0.85 -1.4 4.181 HardieAank 5115 8,25 No; 6�w lm, O.i�5- HD ribbed w&I"ead B"nd screwed to WSP 2X4 wood or 20 ga, steel fmatirij. 7116" lhlck WSP Q . 194 164' 151 160 127 117 -54A 0.7 0.98 - 1.16 _L 1 5.85 -1.4 0.16 M i90 62 141? 147 125 1-15 _54A 0.73 1.19 0.85 - 0's 40 186-. 159 147 144 123 114 -54.4 •O.M 1.04 122 1 D,85 -1.4 C.- IS 45 183 157 146 142 122 113 -54.,L 01765 11065 1,245 1 0.85 .1.4 0.18' - laC 156 144 1 140 121 112 -54A 061 1.09 I D.65 -14 0.18 smews sheathing 55 178 154. 143 138 .119 111 -54.4 0.63 7.11 El qL27 -1.29 1 0.85 .7.4 CAB 60L 176 153 142 136 118 110 -S4.4 0.65 1 13' 1.31 1 0 FJS .14 018. 100 140 129 121 113 1011 94 -54.4 0,W 1.28 1.43 Ih-60 I I I D.05 -1.810.18 0_16r 179 162 146 139. 126 114 .46,3 0;7 - 0.85 1.03 NW I D.85 -1.4 CA 8 170 168 - 144 139 122 112 .463 0.7. CA_ 1.08 1 O'Bi -1.4 il I& 9.25- No,A k I- ;Glad long'x. 0;375"HD n wat6mead sorews 7 Blind screwed to WSP .2X4,wood or 20 ga. steel frarning, 7116"I1ikk sheathing '12 25 179 154 142 139 120 110 -40.3 07 0.94 132 . 1 0.85 -14 0.18 .30 179 151 - 139 - 139 117 108 -143 0.7 1 0,68 116 1 D85 wl A 0.18 .35 175 . 1 149 137 136 115 too 46,3 0,73 1,01 M _0 7 0.85 -1.4 0.18 40 172 1 147 136 .133 114 105 -463 0,76 ILL 1.22 1 D.85 44 0.18 -46 169 1 145 134- 131 112 104 '0.785 1.085 1245 1 085 -1.4 0,18 so 16(l 1 143 M 129. 111 303 40.3 0,81 1.09 1.27 1 0.85 -1.4 0.16 55. 1 142 13 127 110 102 46.3 0.83 fif _fn I - 0.85F -1.41 OAS = =0 60 162 1 141 131 126- 109 101 .46.5 CAB 1.13 131 1 085 -1:4 1 als 100 JOG 124 1 119 .112 IN 92 -07 -46.3 0,99 12f3 1.43 h>60 1 0,65 .1.5 0,18 1 .0-15, 176 1 159 145, 136 123 112 44-5 0.7 U5 E03 1d60 1 0.85 .1.4 OAS '20 176 1 1155 141 136 120 109 -44,5 0.7 MC 1.08 -1 085 .114 0.18 rdi Haeftlik af-16 No. 8 x.l. 5i8'long x 0.375" H.0 - abed waferfiead- 'Blind., screvied ,.to WSP 2X4 wood or 20 Sa, sieel fi6miqq,, 7/16'thick 12 25, 178 152 -139 130, 117 108 -44Z 01 0.04 1,12 7 (Tis -14 0.16 30, 176 146' 136 136 115 IDS 44.5 0.7 0.98 1,16 1 0.55 -1.4 0.18 .-35 172 146 135 1 133 113 104 1 .445 033 1 - 1.111 119 -1 0,85 -1.4 016 412 169 144' 133 131 112 103 441 0.79 1.04 1.22 1 :0 851 AA J 0.181 45 ;166 142 132 128 110 102 .446 0.785 1,065 1.245 7 Fas -1,4 1 a5a screws, WSP stioalli inig :50 163 141 -130 126 109: 101 44.5 0:81 1.09 1,27 1 Cgs -TA 0,18 55 161 '139 129 125. 108 100 445 0.83 111 - 1.29 - 1- 0.85 4A 018 60 169 1 138 '128 123 107 99 -44.5 045 1.13 1.31' 1 0.85 -IA 0.18 1 .100 - 132 117 110 102- 91 1 85 _".5 0." 1.26 143 rt�60 I Ores .1.8 0. la -6-15- _14-8 134 122 116 104 I - 94 -31,6 '0,7 0.85 1,03 h160 1 0.85 .1.4 0.18 .20. 148 131 Ila. 115 101 1 92 .31.6 0,7 CA lZa -1 0,85 AA 0.18 HardrePianh 5116 12 Nii. 8,X I 518' long x 0:375* HD n -bbe . d warernead Blind screwed to WSP wood or 2age.' steel training, N.Irthick vvSp sheathing 12 25 148 128 ..117 115. 99 .91 i3l6 0.7 D.94 1,12 1 0,65 -IA 0.18 -30 148 125 115 116 97 119 .31.6 017 0195 1.16 1 085 .14 0.16 35 146 122 113 112 95 88 -31.0 0.73 1.91 1.10 1 O.851 AA I D.la I 40 142 121: 112 Ila 94 $7 .31.6 0.76 1.04 75- 1 0,85 .14 0,16 41 140, 1 120. 111 108 -93 86 -31X 01ES I.WS 1.245 1 0.85 -114 CAR 138 1.19 1,10 07 92 as, -31.6 10.81 1.0-9 1-27 1 025 -1.4 0-10. M �6 136 118 log .105 at 84 .31.6 0.83 .111 US 0.85 .1.4 0.16 0, 134 110 103 104 90 84 - -31.6 0.85 1,13 1-31 _L 1 0.85 -IA 0.18 Ion ill 99 92 W 76 72 -31.5 om 1.26 1.43 rvuo 1 om: -i.e me Ar 0-15 248 225 204 192 174 158 -08,7 03 D65 1.03 M160 I UAS _1A 0.10 20 248 219 109, 192 169 155 .88.7 0.7 OBI t.08 I CBS -1 Ijar.&I'lank- stle .5.25, 0.090, .�shankX a 215' HD X•1.5" long nalf.l. Blind nalled.to WSP 2X4 wood or 20 ga" steel fra"!_ vj ir tZ WSP sheathing 0 25 243 :214 1116 192 166 152 -88,7 -5.5 5.94 11 77 7 Tas -1.4-1.45.1a 30 246 1- �209 102 192. 102 149 -88.7 0.7 0196 1.16 1 0.85 -14 0.10 35 243 1 206 1110 188- 160 147 -88.7 (173 1.01 _T11 T 7 Us AA oib 40 233 203 -1136 184: 157 145 -88.7 0.70, 1.04 1.22 1 0.65 -IA 0.16 '45 234 201 IRS 181 156 144 1 .88.7 10185 1 1.005 1 -1.24S I 1 0.85 -iA MIS '50 230 199 104 170 _1754 143 -00. .7 1 0.01 1 1.09 1 1.27 1 10.8 -1.4 0.10 65 228 107 -183 t7e 1 2 52 .88.7 1 083 1 1,11, 4 0.18. 60 225 195 181 1-74 1 51 J41 140. -,a a -7 1 015 1 1.13 1 131 1 0.85 100 180 103 1 155 1 144 128 1 0• 120 . 48-7 1 4" 0991 Egli I 1A RONALD I..OGAWA ASS9GIATES, INC. 16835 AL60NOUIN STREET#443 HUNTINGTON BEACH, CA'92649 714•292-2802 714-908.1815 FAX PROJECT: RIO-267745 J . M -S HARDIE BUILDING PRODUCTS, INC- 1-888.542-7343 - inio(�j9nieshardie.00m Ism 201218C, 2014 FBC 2012.0C, 2014 FBC s y^ cT '� Q` '". �Q '•, `� `� y _ /}�Q•• ��t QR1QP. •�C� ,1�` +���frr/lrV flfcfl/+0 / Coefficients used In Tablo 6 calculations for V. Allowable. ultimate DeslgnWina. Speed, (3-second gust Mph) Allowable, Nominal Design Mind Speed, (3-second gust mph) Specified in 1201 BC, 20t4 FBC] Secton 1609. I,1; As detenniwed by (20t2IBC 2014 f6C) Figures 1609A, 8, or C. Apptican to ineehods specified In Exzoplions I lhrcugn 3 a11201218C. 2014 F8t?J Section 1669, t1 ., Wind exposure category Wind exposure category Siding K, Product Product Thickness (inches) Width (Inches) Fasloner Typo Fastener Spacing Frame Type Fastener Spacing (Inches) Building Helghl' (feet) a C D 8 C D ArvHable Design Lone (PS9 &D B Exp C Exp 0 IJ K. I GC, GCr HardlePlank 5118 -- - . -6.'25 0.090" shank X 0.215° HD X I.5" long ring shank nay Blind naited to WSP 2X4 wood or 20 go, steel framing, 7116° thick WSP sheathing - � - 6 - -0-15 222 201 '103 172 156 142 1 •70.9 0,7 0.85 103 h660 1 i 0-05 -1.4 0.18 20 222 M170 172 151 13B -Ms 07 08 ' 1.08 1 0.85 -1.4 010 25 222 191 175 172 148 136 -70.9 07 0.94 112 1 0.85 -14 018 20: 222 187 172 172 145 1 133 .700 1 07 0.98 1.16 1 0.05 -141 0.18 35 217 188 170 168 143 132 -709 0,73 1,01 1,19 1 065 -1.4 9.t8 40 213 _ 10 168 165 141 130 -70.9 076 1.04 1.22 1 0.85 .1.4 018 45 209 180 100 162 139 129 76.9 0.785 1-085 1.2a5 1 0.85 -14 D 18 50 .206 178 165 160 138 127 40.9 0 81 109 1.27 i 0.85 -1,4 018 G5 204 lX 183 153 136 12G 70.9 083 1.11 129 t 0.05 •14 018 60 201 174 162 166 135 125 -70a 085 113 131 1 0.85 -1.4 0,18 too 166 148 139 129 114 107 -79.9 0.99 126 t A3 h>60 1 095 -t-6 D 1a 6 � 0:090' shankX 0215"HD. . X t hahk ringg 5long nag Blind netted to WSP 2X4 wood or20ga. steel framing, 711:6' thick Wisp sheathing ® 0-15 202 184 167 157 142 129 -59.1 0.7 095 t.03 ha80 1 1 0.85 0.85 -14 -1.41 016 0.18 20 202 178 163 157' 136 128 -59.1 0.7 09 1.9B 25 am MS I GO '157 135 124 -591 V 0.94 112 1 085 -1.4 018 30 202 171 157 157 132 122 -591 0.7 098 116 1 O.E5 -1.4 US 35 198 168 t55 183 130 120 -59.1 D73 1.01 .1.19 1 0,65 -114 D18 40' 194 160 153 150 129 119 -59.1 0 78 1 D4 1,22 t 0 85 -1.4 018 45 191 . 164 152 148 127 1' 18 .59.1 1 0,785 1 065 1.245 1 0.85 -1.4 0.18 50 188 162 150 148 128 118 50.1 081 1.09 1.27 i 0.85 -14 011 e 55 ISO 161 140 144 124 115 -59.1 M.111 t29 1 065 -1.4 018 60 184 159 14e IQ 123 115 -69.1 085 1,13 131 I 0,85 AA 018 100" 152 135 126 il8 104 98 -59.1 0.99 1.26 1.43 h>-W t 10,65 .16 0.i6 HardieP.lank 5116 - 7.5 0.090" shankX 0.215'HD X 1.5°.long ring shank nail' Blind nailed to WSP 2X4vocd or 20 ga. steel framing, 7116' thick WSP sheathing B 0 15 In 18O 163 154 139 127 -58.8 0.7 0.85 1.03 n160 t 0 e5 -1.4 0,18 20 108 175 ' 1 GO, 154 135 124 .568 0.7 0 9 103 1 025 .1.41 0.18 25 IDS 171 157 154 133 121 1 -56,6 0,7 O.D4 1,12 1 0.85 -1.4 0.16 30 198 1 168 154 154 130 119 •56.8 0.7 0.95 1.16 1 085 -/.a 0,16- 35 194 165 152 150 128 110 -568 073 1.01 119 1 o.e5 -1.4 018 40 .190 f63 150 147 126 t16 -56.8 0.70 1,04 1.22 1 0.85 .1.4 US 45 187 161 149 145 124 115 -58.8 0,765 1.965 1.245 1 064 .1.4 Die 50 '184 159 147 -143 123 114 -5.6,e obi t G9 1 27 1 0.85 -t.d 0.18 - 55 182 t57 148 lt1 122 113 588 083 111 1 29 t 0.85 -1.4 0.18 60 180 M 145 139 121 112 •56.8 0.05 113 1.31 t 085 •1.4 0,i6 100 149 t32 124 115 1 102 96 .-%-6 099 126 143 hi 6M 1 085 -1.E 0.18 HardlePlenk. 5116- 8 0.09W shank X 0.215" HD X1.5'long ring sE)snk nail? Blind naited to WSP 2X4w'oali or 20 ga, steel framing, 7116'thick WSP sheathing 8 0-15 191 173 157 1 148 134 122 1 .515 07 1 085 1.03 hs60 1 0.85 -1A O.tB 20 191 168 154 148 131) 119 -52.5 0.7 0.9 1.03 t 065 -1 -1 0.1e 25 191 165 151 148 128 117 -525 0.7 0,94 112 1 0,65 -lA 018 30 101 16t 148 148 125 115 +52.5 0.7 0 DB 1.16 1 0.65 -lA 0,10 35 . 187 150 146 145 123 113 -52.5 0.73 t,01 1.19 1. 065 -t4l 0.16 40 183 156 144 142 121 112 •525 076 1.04 1,22 1 Des .1A 016 45 100 155 143 140 120 111 -525 0,785 1,065 1,245 1 0.65 •1"* .016 50 177 453 142 137 118 110 -52.5 0.81 1.09 1.27 1 0.85 -IA 0.18 55 175 151 141 136 117 1 109 -52.5 0,83 1.11 129 1 110.85. 085 -14 0.18 60 173 ISO 139 134 116 108 •515 OAS 1.13 • 1.3i 7 .14 0,16 too 143 127 119 111 98 92 -52.6 1 0,9e 126 143 M60 1 1 10,85 4.8 D.18 HardlePtanK 6116 8.25 0.090' shank X 0.215' HD X 1,5' Ion rfng shank nail Blind nailed 10 WSP 2X4 wood or 20 ga. steel framing, 7116' thick WSP sheathing 8 0-15 187 170 154 145 132 120 •50.7 0.7 005 1,03 h590 1 085 .1.4. 0,18 20 167 165 151 145 126 117 -507 0.7 Oa 105 1 0.85 -1.41 0,18 25 187 162 148 145 125 115 50.7 0.7 094 1.12 1 0 e-5 .141 0,18 30 1 B7 158 140 145 123 113 .50.7 0.7 0.98 116 1 086 -1.; 0.18 35 183 1 150 144 142 121 Ili -50.7 0.73 1.01 1.19 1 0,65 -1 a 0.10 40 . 160 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 085 .14 0.18 45 177 152 140 137 118 109 -50.7 0.785 1.065 1.245 1 0.85 -14 0.18 50 174 ISO 139 135 11G 108 -507 0.61 1.09 1.27 t o.85 a e 0.18 -55 172 149 13B 133 115 157 -50.7 0,63 1.11 1 29 1 0,85 -f 4 0.18 60 170 147 137 132 114 106 .507 0.85 1 t3 1.31 1 D.BS -f,4 0.18 100 141 125 1 t7 'On 07 9t --.7 0.99 L28 1,43 h 6D 1 0.85 -1,8 0.18 RONALD I.OGAWAASSOGIATES, INC. 16535ALGONQUIN STREET#443 HUNTINGTON.BEACH, CA 92649 714.292-2602 714-908-1815 FAX ddddll/�ryr� PROJECT; RlO.2577-15 1111rd ' � A',�/A JAMES HARDIE BUILDING PRODUCTS, INC. 111111 . �• (j .1-688.542-7343 �` ••. Info c�Djameshardie.cars+ �,�� . _ - 2a1218G, 2a?4 F9C 2072 BC, 2014 FSC ° r •••. C�'"�� =�YO� •, ��W cS C� � ©�` h� ��i C t7 1Ai+ ffrr/tiJ//7d O1 d Coefficients used In Tablo 6 calculations for V„, Allowable, UltimateAlowable, Design Wind, Spend, (3-second gust mphl Nomhlal Design Wired, Speed, (3-second gust mph) . 4004cablo IQ metn3ds speci5odin12012loc. 2014 FPC) Scotian 1609.1, 1, as linormined by 12D12,BC, 2014 FeCI Figures te09A. 8, or C. 'Aroclibie to me,llods; 'spea;ed in Exceptions 1 17Nougb 3 of 1201218C, 2014 1`8CI SbCcon 1609.1 1. Wind oxpo6ure, category Wind exposure category I mooing K. Product Product Product (inches) -Width (inches) Fastener Type Fastener Sparing Frame Type Fastener Sparing (inches) Building Hegh1`'' (feet) B. C D B C 0 Alw&abie Design Load (PSF) Exp 9 Exp G Exp D Kn K. GC„ GCd HardiePlank. 5118 9.25 0.09D• Shank X 0.215'HD X 1.5^ long ring shank nap' - Blind noped to WSP , 2X4 Wood or'20-ge. steel framing, 7/16- thick WSP . sheathing 8 0-15 175 159 144 130 123' 112 . -44.3- D.7 0.B5 Lo3 1Y60 1 t 065 D.85 -14 •La 0.18 0.18 20 175 155 141 130 120 109 -44.3 0.7 0.9 Log 25 175 161 139 136 117 107 44 3 0.7, 094 1.12 1 085 -14 D.76 30 176 148 136 130 115 105 •44.3 0.7 028 i 18 1 0.85 -14 0.18 35 172 146 134 133 113 104 aa.3 0.73 1,01 L19 1 oes -t.a 0.18 40 168 144 133 130 111 103 .44.3 0.76 1,04 1.22 1 015 -1,a 0.18 45 165 142 " 131 128 110 102 -44 3 0.785 LM 1.245 1 065 .1.4 0.18 50 163 140 130 126 109 101 -4a.3 0.81 1 09 1 27 1 085 -IA 0.18 55 161 f39 129 925 148 100 4a 3 0.83 1.11 7 29 1 0,65 .14 018 00 159 138 120 123 107 09 -44.3 0.85 1.13 1,31 1 Gast -14 o.t0 100 132 117 Y 10 .102 90 85 :14 3 0:09 126 1.43 hT60 1 0,85 -1.6 0161 Hardippiank " . 5116" 9.5 - 0.090- shank 0.215°HD X 25^ tang ring -shank Shank nail' Blind nailed -to WSP. 2X4 Wocid or20ga. -steel framing, 7110- thick. WSP sheathing B 0.15 173 157 1 142 134 121 110 .43.11 07 1 0,65 1.02 hse0 _ 1 t 0.05 D05 -1.: -1.4 cis 018 20 - 173 152 138 134 I7B 108 a30 0.T 0.9 1.08 25 173 149 138 134 115 1 106 _410 0.7 0.94 1 A2 1 0.55 -1.4 0.19 30 173 146 134 134 173 104 -43.0 01 0.98 1.16 1 0.85 -IA 0.18 35 109 - 144 132 131 111 103 •a3.0 0.75 1,07 1,19 1 0,85 -1.4 013 40 166 142 131 128 110 101 -43.0 D76 1.04 122 Y 0.85 -1.4 018 45 103 140 129 120 108 iGa -43.0 0,785 1.065 1,245 1 D.63 -14 0,18 50 164 138 128 'l24 107 99 -43.0 061 +09 1.27 t a.05 -1A 0.18 55 rise t37. 127 i23 106 98 -43.0 0.33 1.11 1.26 t 0.65 -1.3 D is 60 157 1361 126 121 105 98 -43.0 0,85 1.13 7.31 t 0.65 -L4 0.18 100 130 116 108 100 89 64 -43.0 069 1.26 143 r.>60 1 0.85 -18 GAB Hard16Plank 5119 - 12 0,050- shank X 0shan..215' HD X 1.5• long ring sham nap 7 Blind. nailed to WSP 2X4 Wood or 20 go. Steel framing,, 7116° thick WSP sheathing 9 0-15 151 137 125 117 106 97 -33.0 0.7 O65 103 11560 1 1 0.85 085 -L4 •14 0118 0,18 20 151. 133 122 117 - 103 94 .33.0 0.7 0.9 1.D8 25 161 130 119 117 101 93 -33A 0.7 D.94 1,12 1 085 -14 0.18 30 151 128 117 117 99 91 -33.0 0.7 0.98 1 16 1 0.85 -t 0181 35 148 126 116 115 97 90 .33.0 0.73 1.01 1.19 1 085 -14 0181 40 145 124 _-114 112 08 89 33.0 0.76 t.w 1.22 T 085 L1 0.18 45 143 123 113 111 95 88 -33.0 0.785 1 M5 ,245 1 0.85 .14 0.18 50 141 121 112 109 94 87 33 0 D.81 7.09 1.27 1 0 85 -1 4 0.18 55 139 120 111 108 D3 66 -33,0. 0.63 1.17 129 1 0.95 -1.4 016 60 137 lie 110 106 92 Be .310 085 113 1.31 1 0.55 ..1,4 018 .100 114 101 94 a8 78 73 .330 1.26 1.43 tv60 1 1065 -1.8 0.13 HardiePtank 5116 5.25 OA94, Xor 0.2t5°HD X1.5'long Ong shanknail Blind nailed10 WSP 2X4 wood 20 ga, steel framing, VlWthick WSP sheathing 6 0=16 283 257 233 219 t99 181 tts6 0.65 103 hs60 1 1 DBS 0"85 -14 •1.4 0.18 0.1a 20 283 250 228 219 193 177 •115.0 49 1.08 25 283 244 224 219 189 173 •115.8 r 0.114. 1.12shank 30 283 239K21 214 185 170 d i5 B 0.98 1.16 1 0:85 -14 016 35 277 236 29b 183 lea •115.8 1,01 1.19 t 0Es -1.4 0la 40 272 23229f 180 168 t156 076 104 122 t Dss -+.a o,18 45 - 267 230 207 178 164 -1158 0,705 1.065 t.245 1 085 -14 016 50 263 227 204 176 163 -1156 08t 109 127 1 0,85 -1.4 010 55 260 225 201 174 182 t15.B OB3 L11 929 f 065-1.4 0.78 60 257 223 199 173 100 -115'a 0,85 113 1.31 1 0.85 -1.4 0.16 100 213 189 177 165 146 137 -115.0 0,99 126 1.43 N80 1 a,e5 -is, Ole HerdiePlank 511G 8.25 0.090° shank X 0.215'HD X 1.5° long ring shank nail r' Blind Walled m WSP - 2X4 wood or 20 ga. steel lraming, 7116'thick WSP sheathing 8 0.15 253 2W 209 193 176 162 -92.6- 0.7 0 a5 103 hfso 1 1 0.85 O.e3 •14 .14 0 +a 0.18 20 253 1 223 204 198 173 158 -916 0.7 0.9 LOB 25 253 1 219 200 196 169 15.9 -92.6 0.7 004 112 1 0.85 -1 .1 GAS 30 259 1 214 107 196 106 152 -W A 07 002 110 7 0.85 .1-4 O.18 35 248 1 211 194 - 192 163 150 -92.6 0.73 1,01 1,19 1 085 -1.4 0.13 40 243 208 192 188 161 149 92.6 0.70 i Oa 1 22 1 0.85 -t 4 OJB 45 239 205 190 -185 159 147 •92.6 0.785 t,o65 1.245 1 0A5 -t.4 0 t8 50 235 203 188 1 182 157 1 146 -92.6 061 1.09 11211 1 085 -1.4 0.16 55 233 201 187 1 180 156 1 14S -92 6 083 1,11 1 1.29 1 D 05 -14 Ole 60 230 199 185 1 178 154 143 -02.6 085 1.13i 1.311 1 0.8s, -1 4 0 1 B 100 190 169 156 147 131 123 .92.6 0.99 1 126 1 143 lh,M I 1 10.85 .1,81 018 10 RONAW:1; OGAWA ASSOC(WTES,, INCt •186 '5ALGONQUIN STAEET'f1443 HUNT,INGTON 9EACH',.CA.92649 714492-2602 714408=1615 FAX PkdjEGT:`RIO.2577'05JAMES �� 1 888 2-73D9 BUILDING PRODUCTS; INC, it -`; 111'Y �r (nfo@jame.shardie,com 1�1 • .. L • - _ 20121BG, 2014 FBC 20121BC, 2014 FSC A r: 1 : "! �• 1 ti cTh OF S A F = �%•.•.: NCO R10Q``. /C '-•. -' r- ....... �'SI0NAI-.� ��rs //I �r'�efll///je CopNlcltalta aced inTobin 6cdlculadans ror Vo AllOwablO,-Ulllm@1e Design N4nd, Speed, (3 -second mph) Allowab?e, Nominal • Design Wind, Speed, (3 secontl gust mph) Applicable ro metnods $pecllled in (2012 IBC, 20t4,FDCJseellgn 1609,t,6;asdeterminedby 12012113C,2D14FBCJ ;Fibures 1609A, 8; orC. aAAlCarla to mevltlds 6pstifl9d 7n'Except ons 1 tnr0u9n3of(201218C, ' .,2014FBCJ6etdiorh,. 1809.L1, Wind ex Sure calegory Wind 6)(POSurB categ0 $409 K, Produet Pfodti� Thlckrleis. (Inches), Width tlnchesj Fastener, Type fastener :Spa+ang Frame TypD. Fastener Spapng• ch (ines) Bullding. Height,._ (feet) B, C D B C D Ayavrae ,Design two (PSF) ExpB ExpC Expo K; Ka C. C.C.1. G Har18eP1ank ' ' S1i6 7.25 0.090 shankX 0:2t�"HD ring ng shank shank n nail' Blind nailed to WSP 2X4%-=d cr.,20ga. steel framing. 7118'thlck WSP sheathing 8 1115 23t 210 191' 179 163 148 -77-2 07- 0.65 1 1 0.05 0.85 -•1,4 .1.a 0.18 0 18 20 231 204- _ 186 .179 158 144' -77.2 0.7 . 0.9 25. 231 200 183 179 155 142 77,2 0,7 0.94 1101311s60 1 0.85 -1.4 0.18 30 231 195 180 170 151 139 •77.2 07. 0.991 D.85 -1A 0,18 35, 226 192 177 176 149 137 -77.2 073 '1.01 1 095 -t.4 0.18 40 222 190 176 172 147 136 -77.2 6.78 1.04 1:22 1 0.85 -L4 018 45 218 187. 173 169 145 134 •77.2' 0.785 1,065 1.245 1 0.65 -1.4 0,18 '60 215 165 172 166 144 1 133 -7T2 0,81 1.09 1,27 1 9.@5 -1,4 018 55. 212 184 170 184 142 132 rr.2 083 111 u9• 1 0.65 -1.4 0.18. 80 210. 182' 169 163 141 131 47.2 085 1.13 1.31 1 0.05 -1,4 018 100 174 154 146 135 lie ' 112 •77,2. 099 1.26 Lai tv60 I 1 10,85 :,8 0.18 -HardiePlaek 'SMS ' . '. 7.5eAedto 0:090" -shatik'X 0.216" HD- x I.S.• long +ring shank Ralf T Blind- -WSP 2X4 wood. gr20ga. steel framing, 7AV (hick sheeth?n9 6- 0-15 227 206 187 175 159 145. •7a•1 0.7 0.95. 1.03 tzM 1 1 0.85 0.55 -1,4 -1.4 018 0,18 20 227 ' 260 182 T75 155 141 •74.1 D.T 0.9 1.08 `25 22T' 195 179 475 151 139 •7,Ll .V 0,9` 1.12 t 6.85 -1.4 O.tB 30 227 181• 176 175 140 136 .74,1 D.7 0.99 L16 1 0.65 -i.a 0.18 35 222 -189 • 174 - 172 146 135 •74.1 • 0.73 1:01 Lt9 1 0.89 -1s O.te 40- 217• 186 172 16S 144. 133 .74.1 0,76 104 1.22 1 045 •L4 0,16 45 214 184 ' 170 166 142- 132 -741 0.785 1,065 1 :45 1 0.65 -1.4 0.18 50 211 182 16S 163. 141 130 -74.1 0.81 1,09 117WSP-. 1 0.85 -tl 0.18 55 r208 180 167 161 139 129 741 0,83 1.11 1.29 1 0 @S •t,4 0.18 60 20, 1 178 1 166 159 138 128 -74,1 085 1.13 1,31 1 0.85 •114 0.16 100' 170 1 151 142 • 132 117 ' 110 -74.1 0.93 7.28 1.43 t»o0 1 085 •t.8 0.18 HardlePlank '6116 8 :. 0,09D" shank X O'.215`'HO X 1.5' long ring shank n t Blind' nailed to ,WSP 2X4 wood or 20 g@, steel • framing, 7116• chick WSP sheathing 6 0.15 _ , 218 198 180 169 153 139 -ass 0.7 0.55 1,03 n= 1 1 0.85 0.85 -1.4 •1-4 0.18 0.18 20 218 -. 192 176 109 140 138 -a8s 0.7 00' 109 . 25' 216 180 172 189 146 133 -08.6 0.7 0.94 1.12 1 o,BS a.a 0.18 30 '218 184 169 169 143 131 -68.6 0.7 0.99 1.16 1 0.85 -1.4 0118 35 213 181 167 165 141 . 130 68,6 , 0,73 1,01.. 119 1 0.a5 •1-4 0.18 40 209 179, -165 .182. 139 128 -68,6 0.78 1.04 -1.22 1 0.85 •14 0.18 43 ' 206 177 163 159 137 127 -666 0.785 1,095 1.245 s D:E3 -t.4 0.18 50: 203 175 - 162 157 135 125 8.E 0.81 : 1:09 t 27 1 0.85 •1.4 0,18 55 200 173 161 155 134 124 -W.6 0.63' 1.11 1.29 1 0.85 .1.4 0.18 60 198' 172 159 153 133 123 -No 0.65 1.13 1.31 t 0 85 -1.4 0.18 100• -164 145 136 127- 112 106 -68.6 0.99 128 1.43 ta60 -1 0.65 •1.8 0.16 - HaadiePtank. - - SMS- - - :8.25 - 0 shank X •9.215'HD X1.5„long ring shank nail s' Blind'. nailed to . WSP 2X4 wood or 20'ga.. air framing, 7116"thick WSP sheathing 6 - D-15 214 194 176 166 150 137 . -66.0 F7 0.85 1 03 R-604�, - -1 4 -iA 656 D.t6 20 -214 189 172 166 148 133 - •@s.0 0,7 0.9 1.00 25 214 104 169 160: 143, 131 -66,0 0.7 0.94 1.12 -1 4 0.16 '30 214 161 166 166 140 129 =66.0 0.7 ' 0,88 MG -1.4 0,18 .35 - •209 178 164 182 138 127 -66.0 0.73 1,01 1.19 1 085 -L4 0.1S 40 205 176 W2 159 136 125 -660 0,76 104 122 1 aes -1.4 0.18 45 202 173 160 156 134 124 -se.D 0.7e5 LOSS tz45 1 Oss -1s O.te SD . 199 171 159 " 154 133 123 680 0,61 1.09 127t 085 -1.4 0.18 - .55 AW 170 .157 152 -132 122 -89.0 0.83- 1-11 L29 1 D.85 •1,4 0.10 60 194' 166 156 - 150 130 121 -8@ 0 0.85 1.13 1.31 1 0.65 -1.4 cis 160 161 142. 134 124 110 104 -66.0 0.99 126 1,43 h."6D. 1 0,85 -1.8 0.18 HardioPlank . Wlb 9.25 - hank 2W H D•21$" HD xa.5'Inng' ling shank n-11" - Blind nailed to - - WSP ' 2X4 arcod or 20 go, steel framing, 7116.1hick - WSP sheathing - : 6 0.15 20D 1 '182 165 155 141 128 •57.9 0.7 0.65 1,03 rmM 1 Bab -1.4 0.18 20 200 1 177 161 155 137 125 -67 9 017 0:9 1.08 1 0.85 •1.4 0.18 25 '200 -173 158 165 134 123 SZ,9 0.7 0.9a t,12 1 0.85 -1.4 D to 3D . 200 18D 156 155 131 12D .57 9 0.7 ass t to 1 Fas -1.4 .0.ts 35' 196 161 154 152 129 119 -57.9 . 0.73 1.01 1.19 t o.ss .1.4 0.16 40 192 164 152 149 127 117 . -57.9 0.76 1:04 122 1 0.85 •1.4 0.18 45 189 162 150 - 146 126 116 578 0.785 1.085 134& 1 0.@5 -14 D.1B 50 .186 160 149 144 124 115 •57.9 0.81 L09. 1.27 1 085 -1,4 018 55. 184 159 148 . 142 123 114 -57.9 0,83 1.11 129 110.85 -1.4 010 60 182 158 146 141 - 122 113 -57.9 065 1.13 1,31 1 0,65. -1.4 0.18 100 150 133 •125 117 103 97 -W.9 0.99 1,25 1 143 1 h�60 j 0,85 -1,8 0.1@ RONALD.L'OGAWA;ASSOCIATES, INC, 16835-ALGOOUIN STREET #443 HUNTINGTON BEACH; CA 92649 714 292-2602 714408.1815 FAX QROJEGT: RIO-2577-15 JAMES HARDIEBUILDING PRODUCTS; INC. 1-888-542-7343 . 00@jarneshardie cem 207216C, 2014 FBC 201218C:'2014 FBC. Allowable, Ultimate Allowable, Nominal Design Wind, Speed, gesign Mrid. Speed; V,na as .(3-secondgustmph) (3•secorldgust. mph) ,APAlicaolii: to 1Nino ' speahed i9I8e121150, 2014 FBCISOaicn 1309,1;1.a5gewiminedoy '12012Ii3C,261410% Figufa9.1839A, B. ofc. Ayplirabiwo methods specified in Exceptions 1 through:3 of 1201218C, 20f4raelsedon i6D9,1,1. Coelnclenta used In Tdblo 6 calculations for V;,, Wind exposure category Wind 'exlMsure calegoty Si6q _ K, - Piaduci � Produci Thickness (Inc+es) Width Width Iinc;1q) -Fastener Type Fastener' Spacing Framn Type Fastener (inches) Suilduug, Ha)gtit''" (fait) B C D B C Q Allow;& 17es.On toad tPSF) EX9 B Ev C Ev O Ka Kq I Gc. GC; - 0-15 197- 179 163 -153 139 126 -562 0.7 'U.85 1 1.03 h060 1 0.85 .-t,4 0.18. :20 197 174 159 .153 135 123 -56.2 0.7 0.9 1:08 1 0,135 -1.4 '0118 25- 197 . '174 153 153 i32 121 -58.2 0:7 0.94 1.12 1 0;85 -1-4 .O,ia Hardiaolank She 9.5 0.091)" shank X. 0,215'HO X 1.5' long Bind nailed to 2X4 Wood or 20 ga. steel framing, 6 30 197 167 153 153 129 119 •56.2 017 0.08 1.16 1 D.85 -1:4 0,16 35 193 184 151 150 127 117 -56.2, 0.73 1,01 179 1 0.85 -L4 0,18. 40 189- 162 149 147 125 116 E6 2 0,76 1.04 1,22 1 0,85 -t.a 0.18 45 186! 160 148 144 124 115 .56.2 0.785 7C65 7.245 1 0,85 -1.4 0,16 ring shank nail' Mp 7116'thick WSP sheathing 50 183 158 146 142 122 113 ,561 Oal 1 1,09 1.27 1 10a5 I -1.4 1 0.18 55 181 157 145 140 121 113 -562 0,83 1.11 729 1 0,85 -1.4 0.18 80 179 155 144 139 120 112 -562 o.85 1-13 1.31 1 0;85 -i? 0.16 100 14& 131- 123 115 102 95 -56.2 0.09 1.26 lA3 h760 -1 0.85 -1.8 CAB 0+15 173 1 167 142 134 121 Ila 43.1 07 0.86 1,03 hs6D 1 '0.85 -1.4 0.16 20 173 152 139 134 118 108' -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 '25 173 149 137 134 . 115 106 1 -43.1 0.7 0•94- 1.12 1 0.89 -1.4 T-18 HardiaPtank U16 12 0,090" shank 'X 0.215' HO X g, s tong ring, shank nali' Blind nailed to WSP 2X4-wood or20,ga. steel .framing, 7116, thick WSP sheathing, 6 30, 173' 146 134 134 113 104 43.1 07 0.68 1.16 1 0.85 -L4 C.,8 35. 169 144 132 131 111 103 -43.1 0.73 1.01 1119 1 0.65 -1.4 -0.18 40 166 142 131 128 110 101 -43.1 0,76 1,04 1,22 1 0,85 -1.4: 0.18 45. 163 140 130 126 108 100 -43A 0.785 1.065 1,245- 1 0.85 -1.4 0.18 50 161 138 128 124. 107 99 -43.1 081 1,09 147 1 O65 -1:4 0.18 55.. 169 137 127 123 106 99 43.f aa3 i_i, 1.29 1 oas .1.4 o.ts 60, 157 136 120 121 105 98 43.1 0.85 1.13 1.31 1 0.85 .1.4 .0,16 100 130 115 148 101 89 Al -43,1 0.99� 128 1.43 tv80. 1 0.85 1, Buildino height = mea ),roof heiaht (in feet) 4f a bulidino, except that heiaht shall be used for roof angle 0 less than or equal to 10° (2-12 roof,siope). 2. Linear interpolation of.bullding height (5 69 fl) and:wind speed is permitted.. 3-V �= )tie uhimate design wind speed (3-secbrtd gust mph) as determined by I20121SC, 2014 FBCj Figures 1609A, IM-98, or 16D9C; ASCE7-10 Figures 26.5-IA, 26;5-1 B, ot26.5.1 C. 4. V.a = IhOnontinal design wind speed appiiCat)le to methods specified in EXCeptiOns 1 ttirthigh 3l0112012.1BC,.2014'FBCj'Section 1609;1.1. 5. The wind speeds in j2012'IBG, 2014,FBCj Fgures 1609A 16098 and 1509C are,ulfimate design wind speeds. V,,, and shall be converted in accordance oath 12012 IBC,,2014 FSCI Section 1609.3.11to nQminal.desigil wind speeds. ,when the pnlvWon$ of the standards referenced in 12012I15C.'2014.FBCj Section 1609.1A. Exceptions 1 through31are used: A. Wind speed design assumptions p©rAriatylical Mothod in ASC6 7.10 Chapter30 C&C Parl 1 and Pan 3: k-=1, K,=0.85,'GC,=1 A (hs80), GCo- 1.8 (h?6D),. GCp=0.18. 7. Fastener length Ghallbe.sufiident to penetrate backside of the WSP shealhing.by-at least 114" for nails or 3 full theads for gcrews LIMITATIONS OF USE: 11 In High Velocity. Hurricane Zones.(HVHZ) install per Miami -Dade County Florida, NOA 15-0122.04. ++�,�,1 `•OCAWA Q• w, sSION� r Intertek REPORT NUMBER: 3148104COQ-002 ORIGINAL, ISSUE DATE: May 30, 2008 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC WK.7C.1 .RENDERED TO JAMES HARDIE BUILDING PRODUCTS; INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePlank m and HardiePenelTm Fiber -Cement (panels_ EVALUATION PROPERTY: Structural Testing 1313 1I W o 211 Report of HardiePlank7°4 and HardiePaneiTM Fiber -Cement Panels fora_ h* lee d ; requirements of the following criteria: IMES AC90, Acceptance CriWa.601 Fib ATE O F Cement Siding Used as Exterior Wall Siding, Approved October 2005,��jan 4� Transverse Load. `"�`� '-• 0 R!ONA -This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and. its Client. Intertek`s responsibility. and liability are limited to the terms and conditions -of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report: Only the Client is authorized to ropy or distribute this report and then only in its entirety. Any use,of the latertek name or one of "its marks for 'the sale or advertisement of the tasted material, product or service must first be approved in writing by Intertek. The.observatlons and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, :or service is or has ever been under an Tntertek certification program. 1 James-Hardia Building .Pradu ts, Inc. Report No. 3148104COQ-042 Table of Contents May 30, 2008 Page 2 of 6 1. Tabl.e of Contents ........................................... ..................... ........................... 2 2 introduction....... ........:. ....................................................... ........................ .................. 3 3 Test-Samples........................................................... ............................. .......3 S.I. Sample Selection..............................................,,...................,.......... .............................. 3,2. Sample and Assembly Description.,,......................................,.........................................3 -4 Testing, and Evaluation Methods ......................................................... ......................3 4.9. Conditioning .................................... .................... ..................................... ........... ...3 4.2. Transverse' Load ......................................................................................... ...........4 5 Testing and Evaluation Results: ....... ......... .............. ........ ................. .............. 5 4.3. Results.and Observations..................................................:........................................6 6- Conclusion... . . ............ ......— ..............................................................................6 AppendiX A Transverse Load Test Data ................... .. 18 pages r * �. AMbf _o, •FLOJ intertek REPORT NUMBER: 100717048COO-003 ORIGINAL ISSUE DATE:..May 1, 2012, REVISION DATE: May 24; 2012 . EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE - COQUITLAM, BG VSK 701. RENDERED TO JAMES HARDIE BUILDING PRODUCTS; INC. 10901 ELM AVENUE FONTANA, CA '92337 PRODUCT EVALUATED:'HardiePlank® and HardieShingle®41if EVALUATION PROPERTY: Transverse Load Testing �,ti' �• .• N 1 1 i NOa Report of HardiePlankS .and Hardie5hingle(g) tested In accordariicej :�':.`:•�•' ASTM E330-02(2010), Standard Test Method for Structural Performa� '1ESSt0k -Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static'�li,;,,,,,,��+ Pressure Difference This report is for the exclusive use of Intertek's Client and is 'provided pursuant to, the agreement between lntertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek-assumes no ,lability to any party, other than to the Client in accordance with the a_greernent, for any loss, expense or damage occasioned by the use of this report. Only the- Client is authorized to .copyor distribute, this report and then only. in Its entirety.. Any use of the Intertek name or one of its .marks for the safe or advertisement of the tested material, product -or service must rirst be approved in writing by .lntertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply -that the material; product, or service is or has ever been under an lntertek Certification program, 1 James Hardie bUlding,Produdts, Inc. Report No. 1d)071794$000.003 May 24, 2012' Page 2 of 6 1 Table of Contents 1 Table Of Contents ........................... ..................... :..................... :......................................... 2. 2. Introduction.............................................................................:.............:................:............ 3- 3 Test-Samples............................................................................... ... ..........3 3A. Sample, Selection. . ......... ........ ....................................................... 3 3.2. Sample And Assembly Description.......,.._................................:...............................:..: 3 4 Testing And Evaluation Methods— ............... ................ ......... ................... 3 4.1. Conditioning :.:.............. ...... 3 4.2., Transverse Load ............... ....... :............................................ ::................................. ::. 3 5. Testing And Evaluation Results.......................................:................... ....;.I............. 5 5.1. Results And Observations..:......::....:.............:.............:....:.......................................... 5 6. Conclusion ....... .. ... . . ....,.......................... ,...................................................6 Appendix A Transverse. Load Test Data ............................. :............ :............. a ............. 12 Pages RevisionSummary ............... ...................................... .... - ............ .................. 1 Page i$o' F�pR�� •• Interrek HardiePlank® "1 ro° Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 IM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS visit Nm.jameshardie.comfor the most recent version. SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL- SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL® • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO "INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONEr- PRODUCT INSTRUCTIONS, INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE m APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS INDOORS Store flat and keep dry and covered prior to installation. Installing siding wet or 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). saturated may result in shrinkage at butt and others in working area. 2. Position cutting station In well -ventilated area tanks on edge. Protect joints. Carry P 9 2. Use one of the following methods: a. Best: i. Score and snap edges and comers from breakage. James ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors Hardie is not responsible for damage b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling HardieBlade° saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum of the product. c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) Important Note: For maximum protection powest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available ® at www.jameshardle.com to help you determine the most appropriate cutting method for yourjob requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. soosaraa GENERAL REQUIREMENTS: • HardiePlank® lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double wall Single wall • Do not use HardiePlank lap siding in fascia or trim applications, Construction construction • Do not install James Hardie products, such that they may remain in contact with standing water. water -resistive barrier let -in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 2a" o.c. max. • For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing wall is significant in length, the designer and/or architect should take into consideration the \ coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. INSTALLATION: JOINTTREATMENT Figure 2 Nail line (it nail One or more of the following joint treatment options line is not are required by code (as referenced 2009IRC stud present place R703.3.2) fastener A. Joint Flashing (James Hardie recommended) between 3/4" ° & 1 "from top B. Caulking* (Caulking Is not recommended w ter- ° 9 ( 9 r stive N /8" from of plank) for ColorPlus for aesthetic reasons as the 1er edge of plank ° ° Caulking and ColorPlus will weather °istiv ° differently. For the same reason, flashing ° o° °° _`water-r i__ do not caulk nail heads on t ° ° , ° , ° barrier HardleZone'" °°o 0 0 0 ° ° fastener ColorPlus products.) HardiePlank°siding C. "H" jointer cover o° o o ° ° Install a 1 1/4" starter strip to Install planks in °o 0 0 ° ° ensure a consistent plank angle moderate contact at butt joints leave appropriate gap between planks and trim, then caulk. — Note: Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. *Refer to Caulking section in these instructions, ' For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may Increase these risks. During Installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the Immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer Instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardle.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD05 os HS11119-P1/4 6/13 " I-E CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding �. Z-Flashing Y by IRq code ." I 1�►� min4 x4" "r- Min.11/4": ' Do not caulk�r, �. m.1' Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry - 1 IFigure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing • Siding nail (0,09" shank 0.221" HD x 2" long) • 11ga. roofing nail.(0.121" shank 0.371" HD x 1.25" long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfase nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. 0S13 minimum 7/16" • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1,75" long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). Figure 15 FACE NAILING Nails - Wood Framing • 6d (0.113" shank x 0.267" HD x 2" long) • Siding nail (0,09" shank x 0.221 " HD x 2" long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • Siding nail (0.09" shank x 0.221 " HD x 1-1 /2" long)* Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 1/4" overlap } 1 1A OvE 24" — O.C. max. 1 1/4" min. overlap i� o 3/4"-1"— f _ o Y face nail i i i i water -resistive barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. * When face nailing to OSB, planks must be no greater than 91 /4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardiePlank® Lap Siding. HS11119-P2/4 6/13 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit.snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, HardiePlahk should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. AZ IR PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Uq /;a 0 ® ® AIZZI countersunk, kN tJ fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING " For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie@ ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other hon-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 6/13 "r 14E COVERAGE CHARTIESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANr LAP SIDING WIDTH SQ 5114 6114 71/4 71/2 8 81/4 91/4 91/2 12 (1 SQ =100 sq.ft.) (exposure) 4 5 6 61/4 6 314 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. IRECOGNITION: In accordance with IMES Evaluation Report ESR-2290, HardiePlankO lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 International Residential Code for One - and Two -Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. © 2013 James Hardie Building Products. All rights reserved. Additional Installation Information, TM, and O denote trademarks or registered trademarks of James Hardie Technology Limited. ®isaregistered trademark Warranties, and Warnings are available at JamesHardie of James Hardie Technology Limited. www,jameshardie.com Panelfast is a registered trademark of ET&F Fastening Systems, Inc. HS11119-P4/4 6113 MIAMI-DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; Hardie.Plank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or -process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed. in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 MIAMI-DADE CO" Expiration Date: May 1, 2022 6 1 Approval Date: May 4, 2017 /y7�2d 17 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-03IL07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E. B. TESTS "Submitted under NOA # 13-03.11.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # I5-0122.04" 1. Statement letter of code conformance to the 5a' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 PROD as com Buildin NOA-N WAl1 HEIGHT UCT RENEWED plying With the Florida g Code :0. 17-0406.06 Expiration te0510112022 By , 81-6 Miarnl-Da a Product Control mfK7Gii SE NO WALL 4.1rNGTH Stud Spacing at 16" O.G. /. QE Nails at 16" Q.C. (typ.) 3/8" Minimum i^dge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanei, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 1404.2 S18" thick 16 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 SC PIr-MP SEEM4QUQ. HardiePanet®. Cetupanel[V, & DETAILA PrevahgD Panel Siding materials are ----T�— nonasbestos fiber-oament products 1� 5/8" ftk 16 ply APA rated tested In accordance with ASTM ( plywood sheaftnq in C1186 Grade 11, Type A and meeting amordance wilh Florida the requirements ofthe Florida BWldng Code Section Builcfing Code. 23223 DEL DIMMSM S Water-reslstive Width length Thickness barrier per Florida 4' 8,9,1p' 5/16" Building Code Section 1404.2 Q)�$�►4• PRIESSURELEAT1NCz x X 4" S-P-F Installation Design Pressure Wood Studs 76 psf Wood Studs HardiePanel, impact Resistant- Planks installed over 318" thick / 5 pty Cempanel, APA rated plywood sheathing Prevail Panel Siding '4.A[ 0jEpAN �c AOiP NirPRr-1/All I?ASEi, f�1�1G 1N rALIJ�-11 I ETi-ILS ■ All installation shall be done In conformance with this Notice of Acceptance, the manufacturer's snstaha8on recommendations, and the appbcable seclions of the Florida Building Code. ■ Wood studs where HardiePanel, Cempanel, Prevail Panel Siding wili be installed shah be designed by an Engineer orArchiteet per the Florida Building Code and the requirements of this MCA rRote 11 51X thick 5 ply APA rated plywood sheathing shall be attached to the studs in acxordance with Fioilda Building Code Section 2322.3. ■ The siding panels shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supporter by a minimum of 2"X4" S-P-P wood studs spaced a maximum of 16' o.C. • LNote 21 The siding panel fastener shall be a 2" long, l i=' head diameter, 0.092" shank diameter, corrosion resistant siding nall; the fasteners shall be spaced at6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 6/6'thic k15 ply APA rated plywood sheathing into wood studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 31r and a minimum clearance of 2" frorn comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION jl James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 2" X 4" S-P-F Wood Studs Phone: 90"56-6300 sizEE�� DVWG O The wall and soffit frames are to be designed Fax 909-427-0634 A pN� PL.K-SOFF by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator: E. Gonzales SCALE 2" =1'-0" Date: 4/2412013 sHsm 1 OF t2 Fastener Spacing per Florlda Building Code.Section 2322 3I -pRem =REVI%w - acvWpiiy * whb 9W-Ftarib Bdwo4 Code • Acap•W2— _j • i•I - Fastener Spacing per Florida Building Code Section 23223 •miss PRODUCT RENEWED _ as complying with the Florida ao A fl�4�% Building Code • lea % ` "eall'0 NOA-No. 17-0406.06 Expiration e05101/2022 s t�iaali cProdaerCeohni By Miami- a duct Control fR A-MjN-Q NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 342. 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMESARr TO BE DESIGNED BY THEARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE ■ NOMINAL 5/8" THICK /6 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA Bi ILDNG CODE SECTION 2322.3 P-L.k-P_PL G - ■ THE PANEL IS FASTENED WITH T LONG, 0,223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing i Sheathing t1. 0. offsF�... FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEI,., PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION ,lames Hardie Building Products, Inc. _ 10901 EIm Avenue ® Fontana, CA 92337 Fax909-427.0634 A P'NL-PLK-SOFF Creator. E. Gonzales 'SOALE 1" =1'-fl" Date; 4/2M2o73 SHEE r 2 OF 12 1 WALL LENGTH SEE pf3bElUCT�>x�C�1P7•Ld}'r3 ' Stud Spacing at 16" Q.G. DF1'Al1.A HardiePanet®, Cempanel�, & PPavail® k Panel Siding materials are nonesbestos fiber -cement products tested in 6/8"thick ! 3 ply APA rated h ---- -�-- - _ - ••� accordance with ASTM C1186 Grade 11, rrr�f' plywood sheathing fastened _ w . I.# ; �•i 1 p drf . Q to metal studs as described Type A and meeting the requirements of Ti i ►tr 1 �` in Nate 1 the Florida Budding Code. REV Wkhi _ j i dCOB �`� ' �� Fkvift water -resistive i `' Width Length Thickness WALL l I l f Nb. ` banierperr-lorida 4' 8 g,10' 5118" HEIGHT s t i * Il ti f'z B.ullding Code g I 1 j•. Section 1404.2 U9 96TJNQ STAVE P_ESLG_n1JPJs _ installation Design Pressure F�0 RVa r' ,k. ` 20ga, 3W8"X 1-6l8" Metal Studs -104 psf .' i i.i j.� '.j �M� '•..._ �.� Metal Cstud ZY�fl I.—�#r f 0A rt i, FtatrliePanei, Impact Resistant- cempanel, Panel installed over 618" thick / 5 ply S CTIO Prevail Panel APA rated plywood 1 ood sheathing Malls at T O.C. (typ.) Siding 318" Minimum Edge Distance 9 HA} .DII�ANEL�CEMPAjJ�J , Pf2EVAll�1?AJ�IF,j,SID1t�LG 1i�LSjpLLI,ATICIN l3ETA1LS • All installation shall be done in conforman6ewith this Notice of Acceptance, the manufacturer's pgq�>�g installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this \� described in Note 1. N.O.A. e17U RE ED it [Note 11 518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at B"oc Ri the -Flo" at panel edges and ail Intermediate supports using a No.8-18, 0.315" head diameter x 1-1W long cos lr"* t�,Rt -a Panel fastener, as described in bugle head screw 14bOI , Note 2 . The siding panels shall be installed over 518" thick 15 ply APA rated plywood sheathing j supported by a minimum 20ga, Nominal 3.518" X 1-510' Metal C-studs spaced a maximum of 16" ' O.C. HardiePanel® Siding if [Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.316" head diameter X 1-50 long ribbed bugle head screw ( or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" Q.C. at panel edges and intermediate studs, the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal Water -resistive barrier per studs located at 16" Q.C. Florida Building Code Section Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from 1404,2 comers. .\`'. HARD#EPANEL, CEMPANEL, PREVAIL PANEL 5/9" thiokl 5 ply APA rated(B INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened James Hardie Building Products, Inc, as complying with the Florida to metal studs as described Building Code _ 10901 Elm Avenue NOA-No. 17-0406.06 in Note 1.N-i g Fontana, CA 92387 Expiration D e0510112022 209a, 3-518" X'14/8" Metal C-stud phone; 909 56.6300 s FSCMHO �WGNQ REV The wall and soffit Frames are to be designed Fax 909-427-0634 A PNL-PLK-SbFF 1 By by the Architect or Engineer of Record in Miami a e Product Control compliance with the Florida Building Code. Creator. I- Gonzales scALs i/2 � 1'-0" Date: 4/24l2013 sH�s 3 OP 12 - s - PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17--0406.06 T Expiration te0510112022 6,OOin. gy MODUCTREVLSM e5C0WPbftWi&*vFbdft vua� 1" )g!! 6r P,+ad�ctE;ontroi Ii T II I 1.1 6.00In. I• . II II I I PRW4Cr REY1SED w om ying with do Fiarzis ER—N14AN • FASTENED I D WITH 5/8" WAFER HEAD SCREWS (Z PER' OP AND BOTTOM CONNECTION) r THE WALL AND SOFFIT FRAMES ARE TO SE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SH,.F.�T�1 1�1G • _ ■ NOMINAL 50 THICK 15 PLY APA RATED PLYWOOD SHEATHING O METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.B-18, 0.315' HEAD DIAMETERX 1-JW LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. $-18, 0.315" HEAD DIAMETER X 1-518 ` LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULLTHREADS PENETRATING THE METAL FRAMING), PLACE SCREWS T O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding I Framing II I' ! II I•I - -I Sheathing I I! i� 1•I I.l I I I l it1 i t OGA '. I I I• I �e4- • -`' S,LC . Q. 12� STATE OF • �w FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AcTioN AND LOAD ME NOT PAR OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONSFOR RTAHEI E LOADS) I 8 1 WALL at as 314, Minimum Edge Distance Q LA Pit CTEMVMM E wim FloriCe iyo PRODUCT RENiEWED as complying with the Florida Building Code NOA-No. 17-0406.06 LEND Sheathing fastener, as described in dote i at 16" O.C. (typ.) Siding fastener, as described in Note 2 ' HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 1s� 5/8" thick / 5 ply APA rated plywood sheathing fastened .in accordance with Florida Building Code Section 2322.3 Expiration nate05101=22 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed By by the Architect or Engineer of Record in Miami a Product Control corrzoliancewith the Florida Building Code, SETT= DtZ'fA L A L POP, DQUCT nt QR(J UON HardiePlank®, GemplankG, & _ prevail® Plank Lap Siding materials 518" thick 16 ply ApA are nonasbestosfiber-cement tested In accordance with rated plywood products ASTM C1186 Grade 11, Type A and sheathing in meeting the requirements of the accordance with Florida Building Code. Florida Building Code Section 2322.3 RMN—F PJMMN-$.gN- water-resistive Width Length Thickness banierperFlorida 58-11Z - 12' 5/16" Building Code Section 14042 ' DMI_GN -A*rkNgl 2" X 4" S-P-F installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant-- r 5/8" t Planks Installed ovehick / 5 ply 1-114" fait X 5/18" APA rated plywood sheathing thick starter strip NA1��1F-�t.�tlK�C�NEFi A!i�Rsi! �EA>'stXilNo�A�sEluhi�OSLD�T�ak'S ■ All installation shall be lane in conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code_ r Wood studs where NardiePlank, Cemplank, Prevail Lap Biding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.D.A. • [Note 4� 518" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida suilding Code Section 2322.3. k Planks shall be applied horizontally commencing from the bottom course of the wali.with 1-11V wide laps at the top of the plank such that the exposure area of each plank Is:5 8-1/4" vertically. ■ [Note 21 The siding fastener shall be a 2-1/2d long, 0.223" head diameter, 0.09V shank diameter, corrosion -resistant siding nail; The siding is fastened:5 8-114" O.C. vertically and 19' O.C. horizontally; fasteners are driven into wood studs through $18" thick / 6 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3W from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. ■ The planks shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4!' S-P-F wood studs spaced a maximum of iW O.C_ ■ Fasteners shall have a minimum edge distance of 30. HARDiEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD C0145TRUCTiON James Hardie Building Products, Inc. '10901 Elm Avenue Fontana, CA 92337 P141:-PLK-SOFT✓ Creator E. Gonzales sca�E 112" T-0" I. Date-, 4124/2013 (SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 PRODUCT RENEWED as complying with the Florida Building Code '_..�... NOA-No. 17-0406.06 0.75in Expiration D e05/01/2022 By Miami-DraftMiarni-Draft Product Control as vmt�p{yiug wi9L,tbe F13c�'iatlt HmT� .knteptemelda t _d� L i ss,2l51n. 2&i • I Fastener Spacing per Florida Building Cade Section 2322.3 FRAMINCz ■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH &-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) = THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATH NG ■ NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENI=D IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 + PLANKS.OVERLAP 1-1/4" • THE WOSURE IS 58-1/4" • THE PLANKS ARE FACE NAILED WITH 2-1127 LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3W UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOI` f } lb In. OC Cladding Framing Sheathing ,I 4 +. t`'°lil I IS-�r No. 121 = STATE OF ' .feProar�� � Off;•• �(�R10P.= ti+� _fibs •••.......• • �� {ANAL FOR METAL AND WOOD STUDS, PROVISIONS FOR. DIAPHRAGM ACTION AND'di { ffVLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) oDUCr REVISED «, wplring,h ht10 iFl 1 Stud Spacing at 16' O.C. WALL LENGTH BairC�e a VALE 04 n 1. i +t t lvf . C 3W Minimum Edge Distance Nails at 16" O.C. (typ,) DETA11 A die vwwk e PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration OS/01/2022 By ML Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 :I HardiePlank, Cemplank, Prevail Lap Siding / Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8"X 1-518" Metal C-stud The wall and soffitframes are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. 'UIYJ•iL�� i SEE PRODiJdT QEaC--M Ti[}JJ. ETA1L A HardiePlank®, Cemplank(m, and 5/8"1hickl5 pIyAPA PrevagO Plank Lap Siding materials �^ rated plywood are nonasbestos fiber -cement sheathing fastened products tested In accordance with ASTM C1186 Grade 11, Type A and to metal studs as meeting the requirements of the described in Note 1 Florida Building Code. Water -resistive barrier per Florida _PLANK DIBiIEI3_S_LONS BLdiding Code Width Length Thickness Section 1404.2 5 9-'1!Z" 12' 5/16" \20 3:tu X 1.518" DESIGN PRESSURE RADUP ta, Metal Gstud miaitaftn Design Pressure HardiePlank, Metal Studs -92 psf mplank, Prevail Lap Slding Impact Resistant — CT 0 g-g 1-1/4' tall X 5116. Planks installed over 518' thick / 5 ply APA rated plywood sheathing Wakstarterstrip HAIf�D]EPLAtdiCEMPLAI�K. PF�EVAt�L.J.�P_$i;DE(�G INS�'A�LA710N�iE�A(LS ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. • Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA. ■ [Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oo at panel edges and all intermediate supports using a No.8-18, 0.316' head diameter 1-1/4" tong bugle head screw x Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4 wide laps at the top of the plank such that the exposure area of each plank Is s 8•-1/4" vertically. ■ INote 2) The siding fastener shall be a minimum No. 8-18, 0,316' head diameter X 2-1/4long* bugle head screw over metal studs C'or screw shag have at least 3 full threads penetrating metal framing), The siding Is fastened s 8-JW O.C. vertically and 16' O.C. horizontally; fasteners are driven into metal studs through 51W thick 15 ply APA rated plywood sheathing,'fasteners are placed in the overtopping area approximately 3/4" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. * The planks shall be installed over 50thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/B" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. • Fasteners shall have a minimum edge distance of 318". HARDiEPLANK, aMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL'STUD CONSTRUCTION James Hardie Building Products, ina. 10901 Elm Avenue Fontana, CA 92337 DWG NO PNL-PLK SOFF 'Creator. E. Gonzales ISCALE 11V-= V-0" I Date:4124/2013 [SHEET 7 OF 12 c r I Ei.OQin. l 161n. OC Cladding 6.00in. l . I Framing 1 I• 6.00in.00 ! Sheathing PRODUCT RENEWED as complying with the Florida I • { Building Code 1 � NOA-No. 17-0406.06 7 Expiration D te05/0112022 By f I • l , + �N//Mdiiii��s Mia-MI-11ho Product Control j k f `Ifgl �GAZ. raiyn�tiait4tta>Floe�a Ipw�yin�wi�hd�eFta� `1 �'-Tr. !3m-I�Sg t�i�utng6 CvAa • STATE OF - { i� t,o6ticsUontrol. YeodnetCoiY�ai � �'�"• (�Rl��` • • =c'` _'i'1`` 58.251n. - I 1 � �.'�'--.......•-•' ��C� 1 a NOMINAL 20 GAUGE 3-518" X i-SB" STEEL STUDS 16" O.C. FASTENED WITH $/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE THE ARCHITECT ■ THE WALL ITSOFFIT FRAMES ARE TO OR ENGINEER OF RECCORDD BE IN DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FAIR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT"1 ■ NOMINAL S/8"THICKI5PLY APARATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER 1-14 LONG BUGLE HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW INSTALLATION DETAILS METAL STUD CONSTRUCTION ctaoo�lsa PLANKS OVERLAP 1-IX R THE EXPOSURE IS S $-1W James Hardie Building Produots,-Inc. ■ THE PLANKS ARE FASTENED WI7H NO, 8-18, 0.315" 10901 Elm Avenue HEAD DIAMETER X 2-1W LONG CORROSION- min Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW Phone: g09.356-6300 SHALL HAVE AT LEAST 3 FULL THREADS - s�z6 FSCM NO �wG Ho REV PENT-TRATiNGTHE METAL FRAMING), PLACED 314" UP F�c 909.427-D634 A PNL-PLK-SaFF 1 FROM THE BOTTOM EDGE OF THE; PLANK AT EACH Creator: E. Gonzales scot t" =11-0" Dare: 412412013 SHEET a OF 12 STUD LOCATION WALL WALL LENG7 Stud Spacing at 16" O.C. 318" Minimum pE.�A1L A PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration e05101/2022 B i Y M1Bm1-15a0b Product Control Nails at 4" O.C. Distance Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. ` SEE PR-0-p-WCw11P5C-K1r7L0Ni DETAIL A HardieSoffitt9 & Cemsoffi* materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. i. 2" x ¢„ s-p_F SQeRTP MENgL0 8 wood studs Width Length Thickness a V 114 p�.S[GN„�f_�S_SU�tE RATj�IG Hardie5offit, Installation Design Pressure k' Cemsoffit -Wood Studs -70 psf �flrr�siisii. �, s�cYl_or� $�B_ ,°►'°i'ii��. GGAy�,�"= (typ.}MODUCi; 99ViSEp PItOfi?UCFREV75bU �ei� ;; �� as cmi0ying with tie Flo.; la d* V%tih d Bolklimacob No. 4 21- I > STATE OF ` NA\- ��''''��is�irlJlfr! lARp1 50 1T �1 M50 FLXp&NEIJNS7Aj A�1 N DE�;AILL$ ■ All installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. • Wood studs where HardieSofft, Cemsofftt will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ The soffit shall be installed over minimum 2!%4" S-P-F wooO studs spaced a maximum of IVO.C. ■ [Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced 2t4" O.C. at panel edges and intermediate studs, the fasteners shall be driven into wood studs located at 16" O;C. ■ Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from corners. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DE7AILS WOOD STUD CONSTRUCTION No James Hardie Building Products, ]nc- 10901 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF Cladding Framing- PRODUCT RENEWED • as complying with the Florida �- Building Code NOA-No. 17-0406.06 Fxplratlon Date0510112022 • By 4.00!n. Miami-06 Product Control /1110'r/ c rf ram . • • FROoU� f�'•i PK('1DIJCritEVISED WL-r'1 S►�4FD Ill f �. as ccoWlying wits the Florida as w'mplyinpF with ttm kl'a ,1i i i3��C.ode 9calding(.ode � �� DW . kfswn ta,.nnea C��oeoi mtiw- u:�ac Rand coenrot - � STATE Of NOMINAL 2" X 4" S-P•F WOOD STUDS 16" O.C. FASTENER WITH 3-11T 16d COMMON NAILS (2 PERTOP-AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) - NOT PART OF THIS APPROVAL (MUST PROVIM ALTERNATE: PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR (ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE THE SflFIT IS FASTENED WITH 2" LONG, 0.223" HEAD HARDfLSOFFIT, CEMSOFFff PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL E:I�GES AND INTERMEDIATE STUDS ,fames Hardie Building products, Inc. _ 10901 Elm Avenue ° Fontana, CA92337 l�hnnow QnAA.r,A-K'tnn I SIZE I FSCM NO 1 mw No Fax 909-427-0SS4 A PNL-PLK-SOFF t Creator: E. Gonzales SCALE V=1=0. Daie:412412013 SHEET 10 OF 12 WALL 1 WAI..L LENGTH Stud Spading at 1B" O.C. PRODUCT RENEWED as complying with the Florida Bullding Code NOA-No. 17-0406.06 Expiration By ' Nails at 5' O.G. (typ.) 318" Minimum Edge Distance SEE DirTAILA \ 209% 3-5/8" X 1-5/8- Metal Gstud IHardieSoffit, A, Ceri+soffli SfiGTION B-B kRQDUCT QELS-Q YE=H HardieSofii* & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM 01186 Grade 11, Type and meeting the requirements of the Florida Suilding Code. Sfl�Eff_13jN1)rf+l5lt7[�$ Width Length Thickness 4 8' W DESIC:f±t PRESSUf�E RgCx installation Design Pressure Metal Studs; ►}'oPiII h � ritOi7UC6 >IEViS iA PRBDUCT SEy1SF.D as yips **h 60l kwMa ��,4 • tlwc No A=Wl r3 V.3r�1 Nt>. 121 r - STA OF 97 i s �aePaduatCoahod `.'�E�, -�t7� IIRID �` ` L � ;o� s I ••. , y'��NA� ►►► LiARA�>�SOFF�[,-CENLSOF� �NI+.1.�IDiSTAj.LIO@(1]ESAILS .��� ttl r All installation shall be done in conformance with this Notice of Acceptan&!01,YeK6nufrr�acturer's installation recommendations, and the applicable sections of the Florida Building Code. 1 fastener, as n Metal studs where Hardle5o€fit, Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.O k a The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1.5/8" Metal C-studs spaced a maximum of 16" O.C. HardieSoffit, Cemsoffit [Note 1) The soffit fastener shall be a minimum No. 8.18, 0.315" head diameter X 1-114" long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at W O.C. ■ Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from corners. HARDIESOFFIT, CEMSOFFIT PANEL 0F(j0M,2),M, INSTALLATION DETAILS METALSTUD CONSTRUCTION t { ' 20M 3-518"41-51W Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. James Hardie Building Products, Inc. 10901 Film Avenue Fontana, CA 92337 Fax 909-427-0634 A PNL PLK-SOFF creator. E.• Gonzales, 112" tg V0" Date; 4/24/2013 SHEET 11 OF 12 REV fi.001n. ! 6.001n, Cladding Framing �• J • 6.001n. PRODUCr REVISED PRODUCT RENEWED •,s� . as complying with the Florida Daum CAbe Building Code NOA-No. 17-0406.06 WY No (3, � �111l%WA l• Expiration 05/07/2022 BY — Miami-D d Product Control By Miami xiclstmd<+ri`�Contoud 2� :. . FMA2 NC e NOMINAL 20 GAUGE; 3-518" X 1.60STEEL STUDS 16" O.G. FOR METALAND WOOD STUDS, PROVISIONS FORDIAPHRAGM ACTION AND GRAVITY LOAD ARE FASTENED WITH 5!8" WAFER HEAP SCRs=YvS (2 PER TOp ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOM CONNECTION) • THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CAA1�DtNG HARDIESOFFIT, CEMSOFF4T PANEL THE SOFFIT IS FASTENED WITH NO. 8-1B, 0.316" HEAD INSTALLATION DETAILS METAL. STUD CONSTRUCTION DIAMETER 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 NMI[ James Hardie Building Products, Inc. FULL THREADS PEWETPATING THE METAL FRAMING), PLACE 10901 Elm Avenge SCREWS T O.C. AT PANES,. EDGES AND INTERMEDIATE Fontana, CA 92337 STUDS Phone: 909-356-6300 SIZE FSOM NO DW3 NO RE • Fax 909427-0634 A PNL-PLK-SOFF I Creator. E. Gonzales SCALL 1"-1'-0" Date:4124/2013 SHEer 12Or 12