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Florida Building Code Online SCANNED � Jr-� Ilse:, BCis Home I Log In I . User Registration I Hot Topics I Submit Surcharge I Slats & Facts I Publications I FBC Staff I B05 Site Map _I . Unks I Search Product AODroyal Menu > Product or Aoolicatlon Search > OFFICE OF THE FL # SECRETARY Application Type Code Version Application Status Comments C Archived Q t-- Product Manufacturer •—. Address/Phone/Email . 2* zn eo'- `? --x Authorized Signature ry� Technical Representative �x [� •a t Address/Phone/Email tits �..�i% �..}� ✓�' � :0. Quality Assurance Representative Address/Phone/Email Compliance Method lLi�rlli,''.0 AI F. i�LIN'iGRAT A�(iffi E, THE RESPONSIBILITY OF HE CONTRACTOR OF RECORD iolication Ust > Application Detail FL13192-R5 Revision 2017 AY 01 _018Approved[---":RECEIVED], LuCounty, Per James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA-92691 (909) 349-2927 '0 V Pingsheng Zhu iie.c K . IV o 0 0 003 �o � Pingsheng Zhu . 10901 Elm Ave. 0 '�,� ® ® 0� :.. Fontana, CA 92337 >` (909) 349-2927 O ?y pingsheng.zhli@jameshardie.com y0��� ��ly0,A Pingsheng Zhu 10901 Elm Ave. O t� Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com s .n Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L7. 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. - QA Entity Quality Assurance Contract Expiration Date 1 12/31/2020 Validated By John Southard, P.E. U Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002- Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Equiv RID-2692E-17 ASTM C1186 equivalency.pdf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA°/a3d°/a3d 113 i 1%12/2®18_ Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval - Date -Approved - ' Summary of Products r \ Florida Building Code Online a i i i I Method 1 Option D I 08/09/2017 08/25/2017. 08/28/2017 �610/2.017 I FL it Model, Number or Name I Description 1.3192.1 Cemplank tap Siding I fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installation.Ddf Approved for use outside HVHZ: Yes FL13192 R5 1I ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf- Impact Resistant: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.pdf Design Pressure: N/A FL13192 R5 II . NOA 17-0406.06.pdf Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Verified By: Ronald I: Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal -. Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.pdf FL13192 RS AE 'NOA 17-0406.06.pdf Created by Independent Third Party: Yes i 13192.2 (Hardie an ap �. mg fiber -cement lap siding Limits of Use. Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.ndf FL13192 R5 II ER RIO-2687-17 Plank.Shingle to CMW)df Approved for use outside HVHZ: Yes Impact Resistant: N/A FL13192 RS.II HardiePlank-Installation.pdf Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA_ 17- FL13192 R5 II NOA 17-0406.06.bdf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.gdf WSFjSneaindTJ FL13192 R5 AE -NOA 17-0406.06:pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individuall Shingles fiber -cement individual cladding shingles Limits of Use I Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER 11I0-2685.17 Shingle. Wood Metal - Frame.pdf Approved for use outside HVHZ: Yes -Impact Resistant: N/A FL13192 R5 II HardieShingle-Installation.pdf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle -Wood Metal Frame.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 Installation Instructions Approved foruse in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.ndf Approved for use outside HVHZ: Yes Impact Resistant: -N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 R5 II HardieShingle-Installation.pdf Design Pressure: N/A - Other:' Verified By: Ronald I."Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.Ddf https://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIIDSL7Rnc9n14NP2iZim2vOrA%3d%3d 2/3 I i 1h2/2018. ' Florida Building Code Online `. FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding .Limits of Use . Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO-2687-17 Plank -Shingle to CMU.pdf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.Ddf Impact Resistant: N/A FL13192 R5 II NOA 17-0406.06.pdf Design Pressure: N/A ! Other: For usein HVHZ install in accordance with NOA 17- FL13192 R5 II Prevail-Lap-Siding--Installation.odf Verified By: Ronald I. Ogawa.24121 0406.06 Created by Independent Third Party:. No Evaluation Reports FL13192 R5 AE ER RIO'-2683-17 Plank Wood Metal' Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund StatemenC 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 emalls provided may be used for official communication with die 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 dick here . lProduct Approval Accepts: Credit Card - fe i I I i ! L i i https://Www.flo,ddabuilding,org/pr/pr app_dti.aspx?param=wGEVXQwtDgtskg/g2bGnUu47ogkmaHRnHilDSL7Rnc9nl4NP2iZim2vOrAg/g3dg/g3d 3/3 I I PROJEW R ' 10,-2088-17 ENOINEERJN0 EVALUATION RE. PORT FQR,I ATTA 1INQ JAW HARWO BRAND FIBER-CEMRNT PKS LANTO TAL WOOD QR Mg MI P WA"S WITH, VARIOU$ FAATNER$ JAM PS HARDIE.i PUIL�,IINQ PRODYMI INQ.. 99019 AVVINUN F N'TA Q, '2a VIA A 0 -'47 TAr PF GONTUNTS PAGE EAL ATOM PU@JEOT UVALWATION PCOPE RVALUATIQN. PURPOSE 2 RF-,FPRENQE REPORTO 2 TEST REWI.T8 4 TABLP5 I, REWILTO OF TRAN-SVORK WA P TgTINS 3 TA,PW ?A THROPON TAIL ') I N LQ WIPTH 4 OPI-910N WIND LQA P PROOPPURP TAIMP 3, COPFFIQ115INTS AMP CONIPTANTO WPM I PVTWpINjt4Q V AND p TABLO 4, AL1,0WAOLP PTRUSPRO* �N 4 PIQ PRP-V URR,50 DOI% f FsQ P1190 fio-.' q . A , Y 0* TAPLE 5, AL40WADI.Q a TABLE 6 A W P 0, AI,.WWAK9 TRk 1P PIPION CAD V -14"4. -4, YR s TRW 7, AIzI-QVVADI,g WINP 5PP LIMITATION4 QFt UK AS PROD-UNT -UNPUTWONM-110.9 �- ' !$A PIN ,,IJATOR, THE ii -jf7' R' 19, RHO oply-1 ho-RIPA, ML—RiNg 019M, k 90,MPUANem Y _r "o 'A N T 0- -! albs 5 IN Ow Rl 0 K PYWINIQ POW PONALD 1, 00 AWA & A000CIAT90. INC., 16036, A WONQUINIURN-RT HUNTINOTQ04 PC . ,AC H . , QA 0?649 714447469,5 RAX Of JAMES HARDIE BUILDING PRODUCTS, INC. 1-BBS-542-7343 info@jameshardie,com EVALUATION SUBJECT HardlePlankO Lap Siding James Hardie Product Trade Names covered In this evaluation: HardlQPlank9 Lap Siding, CemPla,AQ Siding, PrevailTM Lap $iding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 Intematianal Building Coda EVALUATION PURPOSE: RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #448 HUNTINGTON BEACH, CA 9;G49 714-292-2602 714-8474695 FAX PROJECT: RIQ-2688-17 I ThW agpWie Is to determine the maximum design 3-4eeond gust fund steed to be of WOWe, REFERENCE REPORTS: 1. Intertek Report 3148104COQ-002, Transveme load testing on Har111€Plank an 2, Intertek Report 100717048COQ-003, Transverse load testing on Hardl®Plank iordiePlonk (ComPlonk, Prevail Lap) sldint) faatoned to wood er metal framing wRh nails panale RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2680-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-688.542-7343 info@jameshardie.com TEST RESULTS, Table 1. Results of Tranpvenso Load Testing Report Number ;1481O4¢0Q-002 31401O4COQ7902 100717O0CQQ•O03 estAgen Intertak Inert Inert IntoRek Thi ess In: 0.3125 0.312 . D.31 5 0.0128 Width (In, 2 9.25 . 8;25 8,25 . Frame Type Wood 2' x e sPF w/ 7/16' OSB sheathing Wood 2" x 4" SF1F wl 7/15' OSB sheathing `Wood 2° 9W SPF w/ 7/16' 068 sheathing ' 4 o0d 2' z A° SPF W 7/18" OSB sheathing -08 FastenerType waferhead screw, 173 518" X 0,375" HD waferhead screw, 1 519" x 0.375" HD 40 ring sh , k slding 1.4"X 0,O00" X 0,215' 4d iing ohanq piding 1.5" X R.O90" X 0,218° Fastener Length (inches) 0.628 ..., 1.02 1.S .... Fastening ath0d Blind rtsillcd to OfaB 'R,litid naliedlo Sp Bind mile' to O. B' ai e Blind nd to O5B Ultimate Load (Pat) $10.4 .... 138af 1 2 10a . _ . .. Dosl n Load s ' 1034 EfteUiveTribute Area tt - ama O'607`...` - 0,398 :..'.. .: 0.292 :..- - Fastener Load , as tested (1b/fa¢tener) 94.5 $0.8 °9T 1919 Adjusted withdrawal design load (lb/fastener) , W 3- 16 36.6 Net Fastener enetradon (in.), P Q,437 0:437 Wood Specific Gravity, G 0.70 Nail Shank Diameter (in.), Cl 009090 Withdrawal design value per NOS2016 or ESR-1509 (IbAn. penetration), W L 60.9 ;alculatad tasterrer vnwdrewat load is compared with the out roWt and Ow more cpnseivadve one w Il be uged, 1. Allowable design load is determined from ultimate Joao divided ny a factor or safety of 3. Z. HardiePlank Siding complies with ASTM C1188, Standard Specification for Grade 11, Type A Noln•asbestos Fiber-Camant Flat Shoats, 3. An equivalent aoeai is gravity of 0.70 for ring shank nails installed an OS® is recommended by APA TT-03010, 4. Calculated fastener withdrawal load Is compared with the test result, and then the more conservative one will be used. For all cases in the table, the adjusted withdrawal design value, W , is calculated as W=CD-W"P Where, CD = load duration factor per NDS.2015 Table 2.3.2 for vdnd/earthquake load =. 1.6 W -q withdrawal design value, calculated per NDS-2015 or ESR•l539. whichever applicable P - fastener embedment depth, In. When nail shank, D, a O.O99Inch but 5 0,376Inch for smooth shank nalls. NQ8.2,0/5 equation 11,2.3) is used to caleuiato withdrawal 4e9i9n value W = 1380' G(5/2) • D Where. G = woad specific gravity per Table 11,3,3A D = nail shank dtamete6 In. Whqn nail shank, 0, Is less than 0.O9913-tch, or In Iho case of ring ahank nails, the wllhdragwtl dasipn vaiuea wars obialnod from IOC -ES 4SR-1519 Tabla 2, OGA 0 c b i ' • . FtR���'•'" t Pet �'°�tttttpatlBe� ,� 3 RONALD 1. OGAWA ASSOCIATES, INC. 16836 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-282.2602 714-8474595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.eom I For Table 2A to 2C the designs loads will be calculated by proportioning the tributary area to each fa i ener, thereby design load to eaeh fastener will be kept constant. Sy doing so, the allowable design load for vadous HardiePlank widths and stud spacing will be determined: Table 2A, Allowable Design Loads Based on Constant Fastonar Load, #8 wafer head screw x For 5.25 inch wide HardiePlank: Design load = ultimate failure Ioad/FOS--310.4 psf / 3? -11 Effective tributary= ((plank width exposed to weather X festc Fastener load = design load X tributary area =.103,6 X Q.33 For 9.25 inch wide HardiePlank: Design load - uitimpte failure load/FOS - -136.0 psf/ 0 - 46 Effective tributary= ((plank width exposed to weather X fash Fastener load a design load X tributary area = 46,3.6 X 0,6( The fastener loads for all other plank widths were Imear interplated from the tv Calculated agamble design load = fastener load tested cone o N N Oo� ��333 '� Widthm(inches 01 CHardleplank aria °'US u`0.v"i& wV5.25-310.4 12 0103:5 ' 34.5 6.25 22' 0.417 780.B -3.6" 7,25 12 0.500 -65.3 -32,7 ' 7.5 12' 0.521 ' .62.3 -32.4 8 12 0.553 ' 66. 2. 8.25 22 " 0,5 764:4 :: 1.8 ' 9.25 138.8 2 0.657 Z6.3 7201 9 6 0.688 ,5 " _-30.0.. . 12 12 0. 96 - r 1.6 -28.3 HD, fasteners concealed (blind screw) at 1X' O,C. to WSP sheathing only 1.6 psf or spacing)/144) = ((525.1.26) X 12)/144 = 0.333 sq.ft. _ -34,5 pounds psf sr spacing)/144) a ((9,25-1.25) X 12)H44 = 0.667 6q.ft. =-30.8 pounds tests based on plank width on divided by area tributary for the condition to be calculated Table 2% Allowable Design Loads Based on Constant Fastoner Load, 4d ring stlanh siding Hall (1.E"x9.09''x0,21$"), fasteners concealed (blind nail) a; 6" O.C, t9 WSP sheathing only For 8.25 inch wide HardieFlank: Design load = ultimate failure lead/FOS - -152 psfl 3 R 40.7 p; f Effective tributary = ((plank width exposed to weather X fastcnor spaGng)1144) « ((82fr1,24) X 8)/144 a 0.009 6%fl, Fastener load - design load X tributary area =-50.7 X 0.080 =-1E.71bo The fastener loads for all other plank width were calculated barred on the sarnq fastener laud Calculated allowable daslan load = fastener load tested condition divided by area tributary for the condition to be calculated N ,e HardiePlerk Width (inches) O ti 5 f��qg r7•= yy W " ' U o� W W 5.25 t3 0:22 6.25` 8 0.27 -7p.0 19.7 7.25 8 0.333 76111 7 .7 7.5 8 0; 7 67 -197 8 8 _ S-75 - 62.6: 79.7 8,25 .162 8- 0:309 TV 49.7 9,25 8 g.444 �4 3 •-19.7 R 5 -8- 0.458 - U ., -19.7 12 8 0.597 01A 1Q. Table 2C, Allowable Design Loads Based on Constant Fastener Load, 44 ring shank siding tieif (1.5"x0.09"x0.215"), f@Otapors eenceal0d (blind gala at 6" Q.C. to WSP chCathing attly For 8.25Inch wide HardlePlank: Design load = ultimate failure load/FOS =.198 psf/ 3 G -00:7 psf Effective tributary - ((plank width exposed to weather X fastener spacing)/144) _ ((925.1.25) X 6)/144 = 0.292sq,ft. Fastener load n design load X tributary area = -50 X 0,202 i.. -10,3 lbs The fastener loads for all other plank width were calculated based an the same fastener load Calculated allowable desi n load = (exterior load tested condition divided by area tributary for the condition to be calculaW r �33 N HardlePlank .Width (inches _ .._ . , 6., 6 -0.167 1 5,8"' -19.3 6,26 fi ;208 92.6 -19.3 7,28 6 0;2 0 2 719.3 7. 6 0126 44.1 a 6 0,28f B 260.2 6 2- W. 14 0;333 _ T9 193 8,5 6 ' 0.344 12 6 0,44 - 91 - 19 3 " a'' e �A ! 0 STATF. OF ,�' COR0 RONALD I.OGAWA;ASSOCiATES, INC, 16835 ALGONQIIiN STREET 9443 HUNTINGTON BEACH, CA 02649 714-202-2602 714-847-4595 FAX PROJECT; RI.Q-2600-17 ,LAMES HARDIE BUILDING PRODUCTS, INC, 1.88MQ4 7343 infoganneshordie,com nr 4 P1,14P1 WIND LOAD PR©CEPURES; Fibor-wmapi Aiding transverse load capacity (wind load capacity) Is dolarrrilned via compliance lost! g to tranaverso loci pational lost standards. Via the transverse load testing on Wimple d(isign load is determined based an, a factor of safety of 3 applied to the ultimata test toad, $Inca the allowable design load is based on factor gf safety of 3, allowable design loads on flbar.aorr}ent aiding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations ferA(lu"Ip Strosa Doslpn (APP). By using the eombinallon loading equations for Allowable Stress Design (ASD), the tasted apowabie Wlgn load§ for 6bar-cement siding are aligned %filth the wind speed requirements In ASCE 7.10 Fla uro 26,5 1A. Figure 90:5.10, and Figurg 204-1C. For this analysis, to calculate the pressures in Tables 4. 6, and 6, the lead gmbinaticn WR bg fit gceIpr+.tgnro with ASCE 7,1R 6940n 9,AGolnbining nominellpuds using allowable shoos design, load combination 7. Load combination 7 gses o load factor of 0.0 appDPd to the yrind volo . Ares§pro. Equation 1, ge0.00286•VKa'K4'V (ref ASCE mo equation 3a3-11 q: , voloolty pressure at helghl x K, , velocity pressure exposure poot8oient ovalualed at height> Ka , topographic factor Kd , wind directionality factor V , basic wind speed (3-second gust MPH) as determined frq [201018C, 2gi7 FOCI Figuros 1f09.3(1), (2) or (4)t WE 7.10 Figures 2,6.5.1A. 0. or C Equation Z, V=Ve, I (ref. 2016190 & 2017 F80 Section 160Z 1 deBgltions) V,a . uilimgte design v4nd speeds (3•spcond gust MPH) detemtinad from [9015 IOC, 2017 F901 Figurea to09,9(1), (2) or (A ASCE 7.10 Figures 26,5. 1,B,arC Equation 3, p=q,•(WrGCpJ (fat ASCE 7-io equation 3aa-l) GCp , product of external pressure coefficient and gust -effect 1 GCp , product of internal pressuro coefficient and guat,offept f p , design pressure (PSF) for siding (@itowabte design load To determine design pressure, substitute q, into Equation 3, Equation 4, p>0,0025VK,•K„ N*V,td`(GCp"GCp,) Allowable Stress Design, ASCE 7.10 Section 2.4.1, load oombinatlon 7, Equation 5, 0.6D + 0.6W D , dead load W , wind load (load due to wind pressure) To determine the Allowahfa Stress t)9s1gn Pressure, apply the load factor foe LN (wind) frpm Equation0, pd> 0.6•(p) Equation 7, peed ^ 0.6'(0.00266'K,'K„"K�eV�x"(G4p-GCq)J 1=gv.90on 7 is used to populate Table 4, 5, and 6. (nni, ASCE 7-10 section 2.4.1, load combination 7) 4 to p (deslpn pressure) ate ,mined from equalian 4 To determine the allowable ely'mote basic wind speed for Horn a 61ding in Ta910 7, s010 6qu400 r 101 V a<, Equation 4. VA k (pAro.6*0.00Z66%*V,a°tSa�(Qf p:t;(tplJ)A§ i Applicable to methods specifiedin Exceptions 1 through 3 oP(20i616G, 2017 FtJG) Section i699.1 1„ fo determine the alloweAh19 nominst design wind speed (Vasil) ror Mardis Siding 10 Table 7, apply the conversion, formula below, Equation @, VIA R V. • (O,Mao (ref: 201518C &, 2017 FRIG section 1609,$11) V„d , Nominal design wind speed (3 second gust mph) fret. 2015 190 B 2017 F@G sectign 1602.1) 'Fable 3, Cogf olonts and Constants used in Determining V and p, w h1'(ft) - E e ExA a F.xn D iCn Ka yGC raC 0 5 ' 0,7 t e 1; 33 ssq 1 0, 6' a1.4 0;10' - 0.7 0.8 t.08 � D 86 ( .: 0.10 25 a; -._ S4 - 1.12 . 9 0185 . ,. ' . ' 0: 8 -- `3D -- 0:7 p.Or3 1AG 1 0.05 1,4- ` o, 0 ' - 35 . 0:73 ' - " 1:01 1, 9 0,86'"" 'K1 ";4 .18 ' 40 0.76 1. -.2 T 0.85- -1.4 18 45 0 706 065 ` 1 ` 245 f 85 1 A 18 b0" 081 10ii 1-27 08 i 0.1f 65 0,83 1.11 1.29 1 0 @5 1.4 0,18 00 0.85 1. 3 1.31 0.18 98 1 6 . . -' 1. 3 60 i y .. 4�1 �'•; 4TA y -71 ��eo:"efOk dr2f �7 f' RONA4P I.OGAWAPSP.QQIATEs, INC), 16435 ALGQNQUIN STREET t1443 HUNTINOTON BEACH, GA 92649 71440,2569 714-847-�}505 FAX PRQJgOT: RIO-2689+'17 JAMES HARDIE SUILIJING PRODUCTS, INC, 1,88P,+542.7343 Infooameshaldie.com TnhlA A Allrvuahla At- Mninn . (:mmnnnant and Claddinn M&C1 Preasuros tPSP.) to he Resisted at Various Wind Snoods +Wind Exposure QMoaary E), second gust) 100 105 110 116 120 130 140 150 100 170 180 19008.,.: _ ..Sf1 _:.Cs. --14.4 •15:9 . 7, 9, 1 :Z0.9 "'24A` - `1775-0. 9 ,b' '-37.0 " ni1.' " 468 -$21. t-60.2- '20 .14: _,";15:9 ,.175.7:0 q9:7 46t8' -5Z.13.72U 14,4 159 17 191" 2 0 y4 $8:3 3257,0 41T 468 -52.13._14.4 -15:9 17.. ' 9;"` 20,N 24.4. ,1.e... 92.$ ' 7 0 - ,_-11. " "" 96.9 `'52:13,3 . _ _ 15: 4.6 1 '.2 +1 :9 +2i, f .. B 4_ .- :. rt_.. as3, " : - . 86 . '�43:6 ,48,8 " r.54A 8:44Q_ 15.7 .17:3 9:9.ZIT.. .2?.t ..,..: 0a" .;..35::. A0: _ :45.... -50:8� 6,6-62:7 ..,�.1.. 45 , , 6.2 , . -1 .9 - _ =10:6 .. 21.4 .23: 2 :4. .. - 1 _. - ,3 A- 1:$ . - .. 6 9. . ,52.0 < 0.6 ,63,8' -7 :4 0.... -16.7 ..,_ :A ' ' =20, 22,1 .... ;26.1 .. 28:2"' 2:7.. =37:6 •42;8 :• ..-48.3 .54. 60:3` •68.8" -73.T _17,1 -1 20:7 22: - 28:d 3.6 30 -43 8 ,49 5 `=55 5 .61:8 88.5 "•75;5` .9 ,7 10 725.5 - _2 ; 1.0 ..• .8 .. ._ 3 , • _.....,\ ..:I : .2 b57.6 ' ,5 Table 5. Allowable Stress Deslan • Component and Claddina MCI Pressures (Pa-P) to be Reeiutad 9t Various blind Spada • Wind Exp9sum Category C, 60SVo d(3 second gust) Melght (ft 100 - C . , 105 _ C- 110 ,. 115 _ 120 130 140 160 160 - . C . 170 I C 180 C , 199 . , -.. , 2,00 C •_.. ,.. 210 , C 0-15 -17.5 •1. ,9 Z 2 .., 2 9 1' - 3B " " 44 -I_ "' -5Q 7 ,6 63.3 .70, 3 2 -18;6 20:5` 4:8 ' .0, $ . 0;4 ` '- 1,8 " 47,5 25 - "- .,19. '0.4 -23: " "=25:6- �,2 .0" M. . •30: - •13,6 40:8 .:0 '-`r62:8 •7Q. 47.6 :5' 30 -. 35 30:2 - _20; 22.3; ,.. 3.0 , 48.' 726i2 . 2 7 - 2 1 ,.. 3D. s4.Z` -3 :2 " ... 3 . 40. :_ :4 ,6 6: ' ' 3:3 ,, . .8 ... ".65 +87.5 S. -7. ,2 8U,9` +83,3" r8 .2 .91.9 dtl 45 21:5 -..- . .22.0 23.7 .. 7242 26.0 " 2 .6 8. -29,1 '- 30 . 1;6 • 6,. ` 475' •42 G " J. ' ' 4 . " 5.:9 62 tl ' •6 6 .2 4' 475.0 - 9,3 50 -22.5 "-24:8 .27.2 29:7 32 .: _ 3 ' _.. , r4 : "' ` ` <50: ' 57.0 "-85:0`" 772.9 81.Z' 89:9 -99: " 5 22:0 -2..2 ,2.7 3U. `-33,0 -38i7" 0:8 6,2 14: 782:7' 51.6 <101,0 • 23.3 - Z ( 28,' -3.• _�.#3: ' . - _.. ,. ,._. a .. 10D 2.6 .9 •.. 3 :A"' ` 1.._ ,.. .. "' ;0 i =.3, 3; :, 3:q ,..i .10r, ,11 :6' .1 0:3' Tahla R- Alinwahln Stress Daslan . Componnnt and Claddlna 10901 Pressures 1PSF) to he Restated at Various Wind Snoods + Wind Exapaure.Cateanry P. YVind $00 (3- secondftust 100 105 110 115 120 lop 140 150 160 170 189 100 200 210 41; 4 71.4.. A .. 6 }a -9 .. - . .20 _ .: _ •22.3 =24,6 " 2 :. w- -29 8 :: �3.:9 T? 43 7 40:....... :0" 64 �72.2 `>DD 4 =89.1 6 =23 i 25.5 28 D 3Q:6 3 ,3' - +39;0" ST " $ 0 ' `T'T ` - 6 8 ' - 4,9 " 93.4 79 :4" -101: 3p' 23.D 26:4 29.0 91, S" 40:4 1 6. "' 81.3 �9: 57. r d' e95: 405.5 4D 24.2 .. 27.fi.. Q:5 , _ .38: ... 4 ,$ 1 4@: ,.M,A .- "•72 7 = 1: r 0: ,100,7 M.O.'- . 45 -25:7...; . - 28:3 -3 ,1 .. 0 37.0 534 0: '` a674 , 95.7" "_;T!i,2' a ,2" -R92:7 02.7' :119.3 60 _2f. _ 9i:7 34 6 3 i r58 9' ST " 75.7 :84 9 94,fi 104 S -f 55 _.... - n88,2 .9 :1 . 8,4 711 :4 100 0 -4 1 iS I Tsblas 4, 5, and 6 are basod Rn Ai1I E 7.1P and aanslstftnt,rd(h q1e M 0 IPP, 9915IR0 and 149 417 Rlpdrla 9tGIilln9 @pdo, tp( OGA STATE Q� ODRA RONALD I. OQAWA PS$OCIATES, INC. 16835 ALGON6IUI14 STREET 040 HUNTINGTON BEACH, CA 92649 714-292.2602 71,0847-4595 FAX PROJECT: RIO.2668-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1408-5424343 Urto@Jameshordie.com pp00Basio Akv -� Table?, AlImplale Wind Speed (mph) for HardiePiank Lap Slding(Analy-ical othod l AS09 740 Rhaptar30 ¢BC Part 1 and Pe 2019C,2017 FBC '- 01 19C, 2017 8C" 4121 a �•�. STA E OF " 4 ••� • F' ��•••++ 4k� . •A '•.; Q R 1� U (� ' • • •' A•• • • �' ^,a, /01Y A ' 0 ems rs/sfflOp6�! CaefficioMs used In Table 6 caiculaaona for Vµ, " AIIoW, pa (q-samid iita. Ulgmat0 Win d. nd, Spoed, v'a� goat mph) Allowable, Naminal' Qosign Wind, Speed, v4«'' (3-second gust mph) AV@A li ietemet pds 5paG5pd in [20151RG 201 F801 Be Won 1609.4.1 a4 detarinlned by F2016 pt94201) BOO 3 11. APP;icaile tv mothoda specified In ExeepOons 1 duo0ph 3 a112o151HC 20174068,)1 9e4gn 11d OxPOSU(q'Oat00n Ind ie. 0Sr1r0 C®t0 D K .. - Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frapia `Iwo Fastener Spacing (inches) 31111din0 Hai he- (feet) S 0 D B C D DesiAllcqvgn Design Load (PSF) F.xp B Exp C Exp D K. Vm . GC. GCd HardiePlank 6190 525 No. B X I. No. long x 151Vlog fibbed wafedlead screws 4 ' Blind scxawed to WSP 2X4 woad or 20 DO, 3100 framing. 7/1ORthlck WSR sheathing 12 0+1 - - ` -2-or" . 3 �' 21 ' 18a 1T1 .10;1. 0.7 - 0.85' 1.03 tu60' 1 1 p,85 "0.a5 -i.b 41,4 0.19 0,18 `20' ` 26a "-23s" "216 207 i83 167 103:5 0.7 ` 8 1'. ` 2 26a . 23 " 2 22 207 " 179 64 =103.5 9.7 G.oa t, 2 1 0:85 -1:4 Fla 3p" -'268 220 206 20Y ' S ` " 161 •103.6 0.7 0.08 1.10 1 0.85 AA 0.18 3 - 282` 22 2U6 203' 173 "`169 -1035 0,73 101 1.10 i q05 -7.4' o,t8 " 40 "^�67 " 220- 203 ` 198 17 " 157 193,5` O.7d 104 '7;22 45 253' 2t9 201 196- 168 15v 1035 '0,705 1:055 1.2a5 i 0.65 -1:4 0.76 - 0 749 2 5-` 199 o3 '186 154 -103,5 0.81 1.09 � 1,27 1' 085 F7,4 'OA8 55 - 446 213 107 "160' "16 AW.5 0.83 '1,11 1.28 t p85 .1.4 0.10 a0" 2A3- -2 1 - 196 80 - 183- -193.5 0.65 1.13' 1;31 i00 01 1 8 167 18 138 •tp3.6 0.08 1.2.6 '1.43 hi60 1 0:@6 .1,8 0.18 HardiePlank 5118 6,25 No, 8 x 1- 518" long x ribbed walerhaed scrawaa ®land srra4,•ed to WSP 2X4 wpod 9r 247 ga, stool framing, 7110" thlck WSP 6heathlnq 12 2 G' 21' 95 " i'83 166 K147 =0 .0 0.7 095 `i.o3 na0o 7 1 'p,a5 0.85 71,4 AA p.19 le: 23W 208 180 ' 183 '""`161 ' -85,8` 0,7 - 0.9- 1.00" 25, 236 ' ' 204 " 787 ` 883 : 158` -89,0 0.7 0.04 '1.12 1 0.85 •1.4 0.18 3q ' 29 2Od '184 - 183 158` 89G ` 07 p.9e' 1.16 1 0.65 1.b 8 7e0.378"HD 95 231` 19 1a1' 170 152 808 0.73 1.01 T19 1 005 .t,4 0.18 Aq" 227 i 17)4" 170 970 150 " ' 139 =430G 6.76 :04` 1.22 i 005 •1.4' 0.9a 45 ' 223 1 "192 : 177 ` 173 ' 148 137 � _ .80.0 b,7s5 1.665 1.246 1 0.86 -lA -0,18 60 " 220 1 18.9 " 175 - '170 ' 747 ` 1a6 aDs _ 0.61 _1:be"' 1 227 t o:05 -1:4 o.1s 55 "' ` 217"1 "`18t) 7474 108 146 . 136 - ED,6 " 0:89 111'1 1,28 1 065 -1,4 0.18 - --60`' Z14 I ' Or,773 166'' --144 34 Am "' 0.85' 9:13 1.3f 1 0.85 1.4 9.18 ib0 177 10f '148 137 "i'll - 114" -80,6 - 0.90- '1;26 -1.43 Iv00 1 0.65 -1.8 0.18 HgrdloPlank 6/18 7.26 No. 8 x 1- 8'° long x 376"HD ribbed aferheed screws, Sgnp screwed (o W&P 2X4 wood OF 2g g0, steel handgll, 7H6" lhl0k WSP sheathing 12 0:15' . ' 213 i " 93' ".: `16 "j81t - 136 ;fi5.3 0:7 0:05- 1,03 1' -1 0.05 0:e5 ,1:4 ':1.4 '0.18 610 ' $0 213 1 -` 18>3' ` 17 ' '165- '145 ' 133 - - :- 33-� � 0.7 0.6 - � 1,08 7,5 "213 1 109 85"' -1 2 ' 130 .85.3- OT 0 04 1'.12 1. 0.85 .1_a 0.18 30 293 980 16 985 139 ' ' 128 66.3 a.'i 0 98' T.iG 1 0.85 .1.4 0,16 96 208 177' 83 1a1 137 '126 --05a"- 0.73 1,01 1,19 1 0.0E ;1.4 0.1a A9 204 '17 161 150 135 125 """s63 "0,7e 1,04` 122 1 O.eS 71,4 d.18 S"' " 20i"" ' 1 2 " 159 ' 1 6`" 134 124 85.3 0,7D5 1.085 1.245 i o,85 -7,a 0.10 6 198 1(0 - 150K-124 132 122 .85:3 0.81 C09 1.27 1 0:85 -9.4 0.10 -" 55` 195 `188 "157- 131 121' -fi6.3 ., 0.83 C11 1.29 1 0.85 o 0.10 00' ` 103 "167 166 130 ` '120 ":05.3 0.86 1.18 121 ` 1 6,85 -7,4 0:18 - 76-0 - 942 133 _ 710 ' 103 55:3� 0.99� 1_o' 1.43 h-GO 1 0.06 -1.6 '6.18 Halr}iaPiapk 6116 7.6 a x 1- 5/8"long x 0.379°HD ribbed wafemead screws, Bind screwed to 2X4 wood or 20 go. steel framing, 7ry8'thick WSP sheathing ig i501 8a17 146 133 22.3 0.7 0.85 103 hs60 t "7 0:95 d:86 .1.4 =14 0.18 0.10No. 20 208 1 183 767--142 130 '"-62,3 a.7 0.0 9.08 25 `2081 179 . 6 139 127 --.82.3 0.7 a94 1.12 10,85 =1.A' 0.10 30 - 206 1 17a 1fi1 136 125 ' .623 0.7 o-98 -1:le 1 1 O.e5 O86 -1,4 "-14 aie 0.1 35 203 173 ' 159 158 134` 123 62:3 0.75 1,01 1.19 40 99 170 57 154 132 122 62,3 0.78 't04 1.22 1 085 •7;4 0:1e 45 19fi' 168 "168 "152 130 121 62s 0.785 1.065 1.245 1' 0.85 -1.4 0.1a 507 ` 193 '160 154 ' 150 729 110 s2s 0.81 1.09 1.27' 1 0.85 =ti4 0.18 55 181 {" 16S' 153 " 148 128 119 62.3 0.63 1.11 129 1 085 .1;4 0.18 ` EO 1881 ti83 " 152 146 127 198 623 0.85 1.13' 1.39 7 0.85 •1,a 0.18 100 1561 '138 130 12f 107 1ol -62.3 0.99 1,20 1.43 h)A "1 0.85 •7,8 -0.78 HardiePlank ,5.16 8 No, 8 x 1- 518" long x 0,375"HD nbbed waferheed 5crews4 Blind screwed to WSP _ 2X4 wood or 20 ga. ,foal framing, 7/16'thick WSP sheathing_ 12 0-15 198 1 ' 0 164 154"" 139 127' 660 ` `0.7 0.e5 1.03 h960' 7 085 ;1.4 0:1a' 20 190 175 160` '16411 "136 124 •56.9 0.7 0.9 1,08 1 6,86 ,1.40.18 25 190 171 - 167 664 133 122 .53.9" 0.7 0.94 1.12 -1 0.85 14 0.18 30 19a l 168 164 ' 154' 130 119 .56.9 0.7 0.98 1:15 7 0.86 74 0.1a 35 194' 165 152 751 128 118 W.0 0.7s t,al 1.19 1 085 14 0.18 40 90. " 163 15o -148 - 126 ' 116 .60.9 ' 0,76 1.04 1.22 1 o es -1.4 0.10 45 787 161 149 .145" 125 116 Sa.O` 0.705 1.055 1.245 1 0.65 ,1,4 Me 60 184'1 f 9 - 147 143 123 114 ,5fi,9 0.89 1.09 1.27 1 6.85 •1;4 0,18 56 1021 15q 146 141 122 113 -55.9 ' 0.83 1.11 1.29 1 0.85 1A 0.18 60 O01 156 14 139 21 112' -58.9" 0.66 7:13 ti3 1 OA!; D,q6 100 1491 �132 124 115 102- :56.0 0.89 1 '9.43 hx80 " 0.85 _.1.4 1.e 0;18' RONALD h OGAWA ASSOCIATES, INC. 16835 ALGONQU,IN STREET 4443 HUNTINGTON BEACH, CA 92649 714402-2602 714-8474596 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-642-7343 Info@jameshardie,com 0 '• s.4,/ 1J P • •. W 2015113C, 2017 FIX 201519C. 2017 FBC ea O• t a ' ° 2 1 ; q1 ` •�• STATE OF o �[•� ' 44 e��iC� '• �� � R IQ T � •"�• �/ 10ap r t1 '•....... f�� mod„ �9 fl q 1 ►VA •6/,goof CQP iclents used In Taon* for Vm, Iotivabie, Desig' 3-second Ultimate Wind, Speed, Val" gust mph) AIlOwatile, Nominal Design Wind, Speed, V .d (3-second gust mph) Appbcepl9tonlethoda Specified 2017 1609.1.11{ I2015 fQG, Fiqureg16g92(1),(2)or In 12015 W. FBC) Section o- detwminad b 2017 F6GJ (3). .- Applicable to methodd specfied In Excepllonp 1 through 3 of (201518C, 2017 FKJ Section 1000.1.1, VUrld a oeure tego Wind exposure catego sIaing ` K. Product Product Thickness (inches) Width (inches) Fastener Type Fasteper Spacing Frame Type cestener Spacing (Inches) Building H01ghe-1 (feet) i B C D B C D Allowable Design Load (P$F) Exp a Exp C F•xp D Ka Kd G GCp H4rdleAlanit fil16 8.25 No. 8 x 1- 818" long x 0.375" HD ribbed warerhead scrawsa Blind 3G'eWed to Vy8F 2X4 woad or 20 ga, Steel Tramittg, 7/16" th!ck V4Sp sheathing 12 Q 15 194 ' 770 160' 50 136 124 54:4 0.7 0;85 1.03 h AO 1' 0.85 ,1.a` O.ta 20 -164 7 156 15g- "` 33 21 ' ;64A 0.7 0.9 1.08 0.85 -1,4 b:99 25 194 ' 168- 63 150 130 119 .54.4 0.7 os4 1.12 1 0.85 ':1A 01B W " 194 164' t5l " 160 127 i 17 •54.4 07 0.98 1.10 1 0.85 -1A 0.18 35 990 162 149 147 928 115 54:4 0:73 1.01" T.19 1 0.65 .tie 0.18 4tl 18B 159 147 144' 123 114 ,54.4 0.78 i.04 1.22 1 0:65 -1.4 q.18 45 183 157 146 1A2 122' 113 344 0,785 1.065 1.245 1 'O.BS =1.4 0.18 50 180 155 ° 144 140 "'121 112 " se:4 o.8i t.o9 9.a7 1 "0.85 •1q 0.16 55 178 154 143' 136 11tl' t11 _ -54.4 o.a3 t11 129 1 o.e5 -ta a16 80 175 ' 163 142 13o 1 8 - ` 110 - A Q.86 '1.13 1.31 1 0.85 -1.4 0.18 -100 - 1A6 129 - 121 113 1 Do 94 ' -54A 0,99 -1.26 - 1 A3 h>60 ' 1 0.85 � -1.8 0,18 HardiaPlank 5l15 9.25 No. 8 x 1, 5/e" long x 0.375" HD ribbed waferhead Screw3 s Blind Screwed to WSP 2X4 woad or 20 ga_ steel framing, 7115'thick WSP Sheathing 92 0.16 179 162' 1 ofr 13 126. 9' 4 -46.3 0.7 '0,65 1.03 hs60 1 1 4.85 0.85 -iA "-1.4 49a 0.18 20 179 1S6` 4- 139 " 122 112 '-46.3 0,7- aa.9' 1.08 25 179 154 142 139 120 110 ._ -46,3 0.7 0.04 1.12 1 665 -1.4 0.18 30 179 151 139 1W 117 108 ,46.3 0.7 0:98 16 755 •1.4 0,18 35" 175 4B' 137 136 115 106 48.3 0.73 1.01 1.19 1 0.95 -1.4 0.18 4U 72'" 47 136 133 11A 105 a6a o.78 1,a4 122 1 0.e5 -1A me 45 160 • 145 34 1 131 112 104 -46.3 0.785 1.085 1.245 1 0.85 -1A 0.18 6Q 168 ..1A3 ' f33 129 111 103 46.3 0,81 1,09 1.27 1 0,66 .1A 0.46 132 127 '110 102 46.3 0.93' 1.11 1 129 FI 0.84 -1.4 0.18 69 162 " 141' 131 726 109 161 -46A 0.85 1 1.13 1-1.31 1 10.861 .1.4 0.18 100 134 119 112 - 104 - 92 67 -48.3 - 0.99 126 1 1.43 h-60 1 0.85 AA 0.18 HardlePlank 5/16 9.5 No. 8 X 1- 0/8" long x 0,375' HD nbbed waferheed screws° Blind Screwed to WSP 2X4 wood or ZO ga. aleel framing, 7/16" ihlck WSP sheathing 12 0.15- - 178" 159•" 145 - 136 123 112 -44,5 0.7 -0.85 1,03- P60 1 0,86 -1.4 0:18 2Q 176 f55 U 136 120 709 44.5 OA 0.9 1.08 1 0.85 -1:4 0.18 25 176 162 139 ' 136 117 108 -444.6 0.7 ""0.94 1.12 1 0.85 -1.4 a.18 30 - 176 148 136 136- 115 106 -44.5 - - 0.7 0.93 1.16 1 0.85 -1.4 0.18 35 172 146" 135 133 113 - 104 at.5 p.73 1.01' 1.19 1 0.85 AA 0.18 40 109 ' 144 " 133 31 112 103 .44.5 0.76 1,04 122 1 0.85 -1.4 0.18 45 966 142 132' 128 110 102 44.5 0.785 1.g05 1.245 1 0.85 -1A 0.18 0 163 141 730 125 109 101 44,5 0.01 '1.09 127 1 0.e5 -i,a 0.19 55 " tOf 139 129 " 12 "408 '100 " -44.6 0.63 1.11 1.29 1 0.85 -1.4 0.18 - -. 60 159 1 139 -- 128 123 1D7` 99 - -44:5 -.0.85 1.13 1.31 "1 0.85 --1.4 0,18 100 132 117 ' " '+ 102 ' 91 49.5 1.26 1.43 h-60 7 O.eS "-1.8 0.18 HBrdl@Plank ' 8116 12 No, 8 x 1- 5/8" long x 0,ribb Hp fibbed Waferhead s`rew$s Blind screwed to 4VSP 2X4 wood or 20 Ca. steel framing, 7116" Ihic,t WSP sheathing 1Z .1 2 115. 104 .-94.. _•3 00 a -as 1.03 hs¢0 1 1 Fa5 0. -9.4 1.4' ole 0.18 - 20 _ 148' I 31` ,118 115 " .-101 92 .31.6 0.9 " 1.00 25 14811 28. 117 115 99 91 -W,0 0,94 1.12 1 0.55 A. 0.10 30 148 1 126 115 115 97 09 31.0 F0.785 0.96 JAF 1 086 -1,A 0:16 35 145'1 - 1'23 113 112 95 ` 88 31.0 1:01 149 1 0.80 -1.4 0,18 40 141'1 121 112 - i1q 4 ' 87 -3L6 1:04' 122 1" 1 Q.es 0,85 a4 ,7.4 0:98 0.18 45 140" 120 11f QB 93" " ' 88 31.6 1.085 1;246 50 f38 1 119 , fo7 22' - =31:e 1.09 1. i o.86 -1.4 "0.18 55 136 116 10 91 - - -31.0 0.83 1.11 1.29 7 Fa6 .1.4 0:18 60 134-1 116 104 - 90 31.6 ' us " 1.13 1.31 1 us AA 0.18 100 111 7 86 - 31.6 0.90 128 1.43 h>QQ 1 0:05 A 0.18 HardiePlank 5/16 5,25 0.09D" shank 15"H 0.215" HD X 1.5" long ri,1g Shank nail° Blind nailed to WSP 2X4 wood or20ge, steel framing, 7l96° thick WSf° sheathing 8 2A671 2 5 ... 204 " - 192 " 174 68 � •88.7 -0:7 ' 0;85 1.03 hg60 T 0.05 -1.4 "0.14 '20 2,48' I 219 199` 192 169' "155' ,80.7 0.7 0.0 1.08 1 `0.85 -1:4' '0.18 25 " 248 1 214 1P6 192 166 152 88.7 ' "9,7 `0',94 1.12 1 0.85 -1.4 0.16 30 248 209 192 9292 182 149 -887 0.7 0.98 1.16 '1 0.86 -1.4 0.18 35 '" 243 1 206" 190 188 160 147 -8V 0.73 1.01 1.10 1 0.86 -9:4 0.18- 40' 23 1I 203 1 8 ` 184 167 1A5 -85:7 0.76' 104 1.22 1 b:85 -14 0,18 45 234 1 201 166 181 156 ' 144 -88,7 Q.785 :065 1.245 1 o.q6 ;1;4 0.18 54 230 199 184` " 178 154 1A3 8e.7 0.81 1.09` 1,27 1 0:85 71,4' 0:18 55 228 1 t97' 183 176 52 141 -88.7 " 0.83` 1,11` 1:28 1 Q:85 =1.4 "99s 60 225 195 181` 174 15t 1A0 -88.7 0.86 1.93 "1.3f 1 0.86 =1.4 0.18 100 iB6 "166 165 144 128 125 89.7 0,90 1.2fi' 1.A3 li>80 1 0,95 ,1,8 0,18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGQNQUIN STREET #4g3 HUNTINGTON BEACH, CA 92649 714-292'-2802 714-847 1595 FAX PROJECT: RIO-2088.17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-680.542-7343 lnfo@jameshardle.com eoq®rasiiaaro��s 10l i� 0019 Q,�• O �q a 10 S` •' �t 1 a r -cc or 2015 IBC. 2017 FBC' 20i51BC, 2017 FBC �. '•, FL R,pP �c^� .......• B� �7J"7�• 4 Oslo N R •'-'ogep/Apx'>/i� Coefficients used In Table 6 galeulations for VWt Alowible, Ultimate Design Wind, $popd, V A 3-second. gust mph) ABOvrable, Nominal Design Wind, Speed, 4,s (3-second gust mph) Applicable spocifl✓:d 2017 1609.1.1 [201518C, Figures' omethods - 1n [2016113C, FBCI Section as determined by 2017 FBC) 609.30), (2) or 3 . . -.. ,. Appliccble to methods specified In Exceptions 1 through 3 of [2018180. 2017 FBC) Section 1009.1.1. Od a osure category Wina oxposure'ratego Siding 14 Product Product Thickness pnches) 1Mdth (Inches) Fastener Type Fastener Spacing Frame Type Fasten or Spacing (Inches 8ui1din0 Helghe-1 (feet)(PSF) B C D 8 C D AOavwblqE Design Load Exp C ExpD Kn K,015 HardiePlank 5116 6.25 0.090" shankX X 1. 5" on Ong sg shank k nagp Blind nailed to WSP 2X4 wood 20 ga. steel framing, 7/16" Brick WSP sheathing 8 222 '20 183'" 172 156 ' 142 ,70.9 Q,85 1.03 hse0 1 0.86 -1.4 0.18 20 222 195' 178 172 551 '138 -70.9 '0.9 1.08 1 0.85 -1.4 0.16 25 ' 222 [ 191 175 172 148 136 70.9 b.9d L12 1 0.86 '-1.4 0:18ar 30 222 1 887 172 172 145 '133 .70.8 0.93 1.16 1 0.66 -1,4 0.18 36' 217 165 170' 188 143 132 -70.9 0,73' tat 1.19 1 '1 o:a5 0,86' -1A -14 o:1a 718 40 ' 21$ 182 168 _ f85' 941 130 70,0 0.76 1.04 ' 1,22 45 209` 180 168 162 - '139 12g 70,9 0.7s5 TER U is 1 0.85 -t4 0.18 50' 206 178 166 100 138 127 70.0 0.81 -1.09 ' 1.27 1 0.66 .1. . 0.16 -58 204 (ttfi 163 158 136 126 -70.8 0.83 "1,11 129 1 0.96 -1,4 418 60 201 I' 174 ' 162 156 135 125 •70.9 o.B5 -1.13 13f 1 0.85 =1.4 0.18 - 139 129 114 107171110.99 7,26 1.43 h>6o 1 0,85 -1.0 Me (aralay., { "''"' `"�"-"'""'"•""4xVSt!i/'16''lh , . `5116 7 25 , X 1 5 tong ring shank Halle r i? fdS t 2X4 Wood or 20 gp i WSP chpalhing & _ - 202 ; G,r1 s; ; 167 67 ' 142 1290.7 ' 0.66 1,03 rfs80 1 '1 0.85 0.85 -1.4 '•1,4' 0.1a �0.18 163 � 157 �� - � 38 126- D.% p.0- 1,08 26 202 17 j 180 157 135" 1240:7 0:94 1,12 • 1 0.85 '-1.4 0.19 30 '207 �171' 157 157 132 122 0.7 D se 1.16 -f 0 BS 1.4' 0.1835 ' 40 196 194 " 168 1 s6 155 153 153 " 15U 130 128 1200.73 1190.79 1.ol 1.041.22 1.19 1 0 65 1.4 0A9' i a B5 -1.a' 0.18 - '4 191 164 152' '-14 127 1100.785 1885 12d5 1 0.85 .1.4 0.10 50 1 8r 162 150 '146 '126 '11G ,50:61 ' 1.09' 1;27' 1 '0.85 '-1.4 0.18 55- 186 -161 149' ' 1- 12 '115' -59.1 0.8� 1.11 1,29 '1 0.85 .14 0.18 60' 184_ 1 159' -"148' 142- 123- 11b '-59.1 0.65 -113 1.31 1 b.88 ,1.4 0.10 100 "152 " 136 126" 118 ' 1 D9 98 69:1 0.09 1.26 '1,49 t»90 1 0,05 .1.8 0.18 HardiePlank 5116 7.5 0.090" shank X 0215" HD X 1.5"long Ong shank naile B11nd nailed to WSP 2X4 wood or 2D ga. sleet framing, 7116'thick WSP ,sheathing 8 '1 163 . 15a 139 - ..1 7 . ".50.8 0.7 . 0.85' ' 1. ` hse0' 1 1 0.85 0.05 ::4 -1,a 0.18 0,18 20" 198 17a ` 160 164 135 124 ' -,50.8 0.7 . 0.9 1.08 25 198 17f 157 164' "`133 ` 121 -58.8 0.% 0.94 1.12" f O:eS ,ta 0.18 30 198 i08 - 164 154 - 130 119 5Ff.9 0.7 " 0.00 1.16- 1 0.85 .1,4 0:1a 35 194 165 152 ' "1G0 120 ' 118 55s.e D.7a toi 7:18 1 4es as D:10 -40 190 163"' 150 147` 126 118 58:8 0.79 '1,(t4 1.22 i 6:55 -1,-0 0.10 5 ' 667' 16 ` ' 149 ` 145`' 124 115 -58,B 0.785 j.D S t245 T 0.85 -1.4 0:18 Sp t84 5 - 1�9' 1 7 ' "'143 123 ' 114 50,e" 5.e1 1.09 1.27 1 0.05 •1.4 '0.18 65 132 157 40 '"141 -1 -22 -Ti3' S6;6 e3` 1.11" `1,2s 1 0.85'-1.4 0.18 80 180 " 166' 145° "139 121 1 2 ,58.8 0.e5 ' 1.13 1.31 1 0.85 -1:4 0;78 100 149- 192 124 "' 115` 102 � 95 ' .56.8 0.99 1.20 t43 in; 1 us =t0 0.18 HardiePlank 5116 8 0.090" shank X 0,215" HD X 1.5" long Ong shank nails pimd nailed to yVBP 2X4 wood or 20 go, steel framing, 7116" thick WSP sheathing 8 U 16" 191 - 73' 757 ' T 1 8 34 122 ,52.5 0.7 0.85 1.03 ti�0 1 1 0.85 0.86 - 44 -1.4 0.18 0.18 20 191 168 154 ' 148 1-0 119 •52.5 0.7 0.9' 1.08 26 191 " 1 E5 151 148 120 117 •52.5' ' 0.7 ' 0.94 1: 22 1 US .1.4 0.18 3p 991 181 94B" 148 725 115 62.5 0,7 D.08 1.16 1 0.85 •i.4 0.75 35 187 169 ' ' 146 145 123 113 62.5 0.73 1.01 1:19 1' 0.85 -1.4 0.18 40 183 Y68 144 42 121 112' 525 0.7e 1A4 122 1 1 086 0:85 -1.4' -1.4 0.16 Oaa 45' 160 155 143 140 120 111 , '-52.5 "" 0:785 1.a65 2- 50 177 153 142 137 118 110 =52.5 0.81 1.09 t27 1 0.s5 .1.4 0;10 56 775 161 ' 141 136 117 100 •52.5 D.63 1.11' -1.29 1 0.85 ,1A 0.18 60 '173 150 139' 134 116 108 ' -52.5' 0.85 1.13 1:3i 1 6.85 •1.4 0.1d 100 _ 1'43 127 ' 119 - `917 98 92 -525 0.89 1,26 1,43 h'+60 A 0:85 ;i.8 0,10 yardi0Pl6nk 51t6 8.25 0.09D" shank X 0,21$"HD X 1.5" long Ong ?hank Hallo Blind nailed to WSP 2X4 wood or 20 go. Steal framing, 7/16'thick WSP ,sheathing a 016' 7" 170' 164 45 132 120 60.7 0:% 0.86 '1.03 fZ 1 0.65 Q.86 •1.4 744 0.11) b,1e 220 187 165 15 145 " 128 ^117 ' "M.7 " 0.7 0,9 1.03 26 187 162 148 145 125 115 ' -50.7 0.7 ' 4:94 1;12 1 0.66 1,4 0;18 30' 187 168 " 148 145' 123 113 -50:7 0,7 0.9E '1:16 1 01* •1,4 018 35 183 158" 144 142 121 "111 50.7 0.79 1.01 1.19 1' 085 •1,4 0.18 40 180 154 142 139 119 "110 •50.7' 0.75 1.04 1 9 0s6 •1.4 0:78 R5 177 152 - 146 '137 -118 "I 9' 1A05 t245 1 0.86 �• 44 a,16 _ 50 174 ' 1 i0 139' 135 116' 100 6.01' '1:09 1,27 1 0,65 -1.4 418 55 172" 149 138 33� 115 107'0.83 %-F5.7�1785 `t1i '128 1 9,85 •1A 0.18 '60 170 147 � 137 132 -114 1060,85' 1.13 1 1.31 1 l'I 0.65 1 -1.4 l0.10 1Q0 " 41 126 11T' 109" 97 91 6Q:7 0.09 1,20 1,43 hs:50 1 0.86 1:0 "0.18 f A JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infogameshardie.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQU,IN STREET #443 HUNTINGTON BEACH, CA 92649 714.292-2602 714-B47-9695 FAX PROJECT: R10-2608-17 so/eiriio�o a��4a1a4 0GAt�/ m N 4121 N "' -�,�'• STATE OF : � 20151aC, 2017 Fac ` 201511 '011 F8G p Qn °• FC o R �; �yW� •••.....••• "-^;,. �S�ry�A�f fpp,b fy V 4 k• Allowable, Uhii fate Design Wind, Speed, V,aa,5 3:decqnd gust mph) ABowabt®, Nominal Design W rid, Speed, V,°4'ts' (3-second gust m h) Ao P.G0o, mQthuds sperAdin(201619G, 2017�FOCI 6ectien 1609.1.1.,as determined by 12015 130, 2017 POP] Figures' 009.3(1), (2) or Appiical3lotomethods sppdtied in 4c?op6ons 1 thmuyh 3 of I2016I8C, 2017 FBCI Section 1009.1.1. (3). Coefficients used In Table 6 ealculatlons for V,d, ijlosur6 CFJte o -;1'6 xposure Cate 0 Siding - Ka ' Product Product Thickness Width (inches) Fastener Type spacing(In FastenerP2X4wood Fastener es) ona Bulldln Helahtl ye t) s ;175 C D C D .fJlowabl8 Design Load (PSF) ' . _ E%p O E C E%P D Kn Ki GCo GC,i 015 1 159 - 144 . 123 112 r44.3" � 0.7' �0.85' 1.03 hs8017.85 •1.A 0. 8 20 155 " 4 120 109 .44.3 0.7 0.9 1.08 1 Q85 -1;A 0.18 25 1151 13fl 117 107 44.3 0.7 0,84 '1.12 1 0.e5 -1.4 0.18 HerdiePlank 5/18 9.25 0.090" shank X 0,215" HD X 1.5" Iqng ring shank nails Blind nailed to WSP or 20 ga. sttiel framing, 7116° thigh WSP sheothlnp 8 30 -175' 1 148' 130 136 115 105 - -44.3 - 0.7 0.98 1.16 1 0.55 -1.4 0.18 36 172 148 134 133' 113 104 -44.3 0,73 ''1.01 1,19 1 0.85 -1.4 0:16 4 168 144 133' 130 191 103 A4.3 0:76 1.04 '1.22 i 0,85 -1.4 0,19 45 ' 185 1' 142 '131 128 110 162 44.3 0.785 1.065 1245 1 0.85 -1.4 0.18 80 183" '1A0 130 128 109 101 44.3 o.B1 109 - 1.27 1 0.85 •1.4 b.19 - 65 181 - 1 99` 129 125 108 100 - •44.3 0.83 1.11- 1.20 1 0.85 -1.4 0.1a 60 159 7 138 128 123 107 99 -44,3 0.85 4.13- 1.31 1 0.85 -1.4 0.18 .. - 100 132 1 117 - 162 90 - .44.3 � -0.99 126 143 Ip60 1 0,85 •1.8 0.10 ' 0.15 173 167 142 ` 134 121 110' •43.0 0.7 035 1.03 - hi60 1 0.85 .1A Me 00' 173- 1 552 139 -134 ill 108 -43.0 0.7 0.9 1.0B 1- 0.85 71.4 0.18 26 '173 I' 149 136 134"' 115' 106 43A Oa o.at 1.12 1 0.e5 -1.4 o.i8 HerdiePlank 5116 9.5 0.090" shank X 0.215°HD X long Blind nailed to 2X4 wood or 20 ga. stool framing, 8 30 - /73 146 134 134 113 104 .43.0 " 0.7 .0.98 9.16 1 0.85 -1.4 0.18 35 169 1 144 132 131 111 103 -43.0 0.73 1.01 1.19 1 0.85 -`!A 0.18 40 966 ' 1142 131 128 ' 110" 101 -43.0 . 0.76 1.04 1.22 1 us •1.4 0.18 45 ' 163 140 129 128" 108 100 43.0 0.785 1.085 '12A5 1 O.B5 -1.A 0.18 g s Ong shank nails W$P 7116° thigh WSP sheathing 50 160 1 138 28 124 107 99 -43,0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 968 " 137 `127 ' 123 ' 106 99 •43:0 0.83 1,11 1.20 1 0.85 -1.4 0,18 157' 1 6 2126 21 165 98 •43,0 ` 0.85 Tis "1.39 1 das AA 0,18 100 ' �130 7116 1aa 89 -43:0 0,00 1.26 1,43 hs60 "1 0.85 -1.8 0.18 1 137 126 ` 117 ` 106 - 97 .33.0 - 0.7 -0,85 1.03 hs60 1 0,85 -1.4 0.18 20 151 `133 122 117 103 - 94 •33.0 0.7 0.9' 1.08 T O.Bb •1.4 0.18 130 119 ' 117 101 93- •33.0 OT 0.94 1.12 1 0.e5 =1A 0.19 HerdiePlank 5/16 12 0.090° shank X 0.215" HD Blind nailed to 2X4 wood or 20 ga. steel framing, 8 151 128 117 917 99 91 ' 33.0 0.7 b.98' 1.16 1 0,e5 -1.4 0.18 143 1 12fi 1'1fi 115 97 90 330 " 0.73 t.07 1.10 1 0.85 -1.4 0,16 145 1 124 11A 112 06 ' "89 33:o D.76 '1.04 t2z 101.5" K-2161 '1. - 1 123 113 911' 95 88 -33.0 0.785 1.O6b L24S 1ring IenO ;•hank o WSP 7116" thlpk WSP aheathing `14 1 21 112 - 109 94 - -47 � �•33;0- ' 0.81 � - 1,09 1.27 1' �0.86 -1.4 0.1nail 1;}9 120 111 108 •'93 68 -330-- 0.83 1.11 1,21 0.85 -1.4 0,18 137 119 -140 -- 106--- - -92 86 -33.0 0.e5 1.13 1.31 1 0.05 -1A 0.18 100 114 1 - 88 -33.0 ox 12a 1.43 iv80 1 0.95 .1.8 0.18 0.15 283 1 26 333 219' 199' 181 �11b.6 ' 0,7 0,85 ' 1.03 hs80 t 0:8b -1.4 0.15 7 O.B6 -t.4 0.16' 20 283" 2 0 229 " 219 193 177 11fi.8 0.7 0.9 1.08 28 283 244 - 224 219 189 173 •115.6 0.7 0.94 1.12 1 0.85 =1A 01$ HerdiePlank 5116 5125 0.090" shankX 0,215" HD X 1.5° long ring shank nail s Blind nailed to W8R 2X4 wood or20ga, steal framing, 7196° ih)dc WSP sheathing 0 30 283 !'230 220 219 185 170 -115,8 0.7 0.98 1.10 1 0.85 •1.4 0.19 35 277 1 338' 217 ' 15 183 165 -116.e o.7a - -1.01 - -tie -1 1 t 9.85 9, 5 de5 -1A =1, -1.4 Me 0.10 0:19 40 272 -232 �216 `811 - '180 - 166 -4115.8 0.70 �1Aa 1:22 45 267 230 212 ' "207' 170 ' 164 -11 :5 o.7g5 1.oe5 '12a5 50 - 283 227 210 204 176 163 - -115:8 QB1 1.09' 1.27� "1 0.86 '-1.4' "0.18 55 " � 260 f 225 209 � 201' 17A ` "182 -1158' b.o3 '1,11 129 1 0,05 •1.4 0.18 '- 60 'Ts-7 f 223 267 199 173 160 •116,5 0.85 1.13 1.31 1 0.85 AA 0.18 100 213 189 177 16s 146 137 :116.6" us 1.2e 1.43 hzeo 1 0.65 •1.s `d.18 0715 2b3 230' 209 198B17 162 =92.6 "0.7 0.85 1.03 We '120 253 .f223 2 196 15$ 92.5 0.7 0.8 1.08 1 O.BS •1A a18 25 253 219 200 106 155 926 0:7 0.94 1.12 1 0.85 -1d 0.18 Hard'IePlgnk 5115 0.25 shrink X 0.215"HD jC 1.5"Tong ring shankWSP nails Blind nailed to WSP 2X4 wood or 20, gtt, steel freming, 7H6° Otick sheathing 6 30 253 ' 214 197 198" 152 92.8 p.7 0:88 1.16 1 0.85 -1.4 0,18 35' 248 211 194 192 150 92e 0,73 101 1.19 '1 OXG .1.4 o.i9 40" 2A3 "208' 192 188 149 92a 0.76 1:04 122 1 0.85 •1.4 We 45' 239 205 990 185 47 92.8 0.785 C065 1,245 1 1 0.85 0.85 -1.4` .1.4 618 0.18 56 235 203 188 - 182 145 02.4 0,81 "1.09 1:27 55 ' 233 ` 20 t67 180 - 156 145' - -92.a 0.83 1.11 1.29 1 0s5 60 230 " 199" 185" '' 178 ' 154 1A3 ` 92.6 O.BS 1,13 1.31 1 0,65 '• .9 0;18 100' 9D' 169 15$ 147 ' 131 123 92 6 0.89 12B 1.43 JAMES HARDIE BUILDING PRODUCTS, INC, 1488-542-7343 Info@jameshardie.com I RONALD 1. QGAWA ASSOCIATES, INC. 16045 ALGQNQUIN STREET 9443 HUNTINGTON REACH, QA 92649 714-292-2602 714.847-695 FAX PROJECT. �RIQ-2688-17 I De01Qn Wind, Speed, ,5 (2Q1518C, I Applirgbletomothode i) Section spaed0ce1tons lelarminsd bth3n2p5g18C1, 2017 FBC] 2617 FBC] Sadon ? 30), (2) or 16091.11 \ 21 A;, A•; ST E 0� :� C off° SSIONA�- ° I Product Product Thickness (Inches) tMd1h (inches) Fastener Type; Fastener &pacing Emma Typo Fastener Spacing (inch08) Building Hg19he'3 (feet R C D B C D ApavaMe Reign load (PSF) Exp B Exp C Exp R Ka Ke QCP G(1 HeMieplank 5116 7.25 0.090" shank X OZ& HD X 1.5" honk ring shank nags ®iInd nailed to W$P 2X4 wood or 20 ga. steel framing, 7/16" thick WSP shea011ng 6 U 16 231 210 'To '1 9 -16r 148" ' '-77:2 0.t 0,85' 173 h e(i 1 0.85 -1.4 Q,18 20- -231' 204 "' 48G 179' 158' "' 11 "' :77.2 ` 0.7 ' 0:9 ' 1:08' 1 '0,55 ,1.4 0.1a _ 26 23 `200 -183 779 ' 156' - .142 -77;2 " 7 0.94 1.12 1 0.s5 -1,4 0.i8 30 231 195 180 ' 170 151 139 -77,2 0.7 0.98 1.16 1 0.85 -1,4 0.16 35 226 " 192 ' 177 175 ` i. 9' 137 .77.2 p.73 ' 1:01 1.10 1 0.85 '•1.4 me 40 222 - 190 " 175 172 147 196 447r:2 " 0.76 1.04 1.22 O,sS 74 0.18 46 ' 210 ' 187 _173 969 " 445 134 -77:2 6.785 1.005 1.245 1 0.a5 71A 0.18 50 ` 2 5 1 18, 172 166 - 1 133 -77.2 0.81 C09 1.27 1 0:85 ,1.4 0.18 55 212 184 1 0 I64" ' 142 132 -77.2 0.83 1.11 1.29 1 0.95 -1.4 0.18 60 210' ' 182 169 163 141 131 77.2 0.85 i,13 L31 1 0.85 -1.4 0.18 100 174 1 164 145 135 119 142 _ -77.2 0.99 "1.26 "1,43 hi 110 1' 0,85 -1.8 0.18 HardiePlank 5/16 7,5 0.090" shenkX 0,215"HD X 1,ti" Ipng shooknailff Blind naflgd to WSP 2X4 w0ed Or 20 ga, steel fmmine, 7/10" thick WSP sheathln9 6 0 5 227 206 - 197 175- - 159 - 146 1 .74,1 - 0.7 -0.85 1.03 tiS50- 1"0.85 .1.4 0.18 20 227 1 200 - 182 175 155 14 -74.1 " 0.7 1.08 1 0.05 -1.4 0.18 26 227 195 179 76 161 139 74.1 0;7 1.12 1 0.85 .1:b 0.18 30 227 i 191 176 175 148 136 .745 " 9.7 'L19 1 o.e5 •1:4 0.19 35 222' 118 174 172'" 746 135 - -74A' 079 1:19 1 0.85 -1A 0.18 40 217 'I' 166 ' 172 968 144 333 :74.1 0,7s rO94 1.4 1 0.85 •1.4 0.10 45 214' '184 170 i66 142 32 7A.1 0.785 1245 1 0 85 =1A 019 50 211 11B2" ""408 163 41 .'430 `-74:1 O,a1 1.27 1 'O.BS �-14 018 6 808 1180 167 161 139 129 ->74.1 0.83 1.29 1' 0.85 -1.4 0.160 ' 206 178 166 159 138 12e 44.1 0,85 '1.31 1 '0:85 •i,4 0.18 100 ` 470` 161E14 132 - _ 117 110 . -74.1 6.96 1:26 14 h�60 1 0.' -1:0 0,18 6116 a X HD 1,5 hangring shank nails Blind polled tp 1fQSR7116.1hidc 2Xd typed or 20 go. *1081 framing, WSR sheathing 0 9 - 153 139 -69,8 0.7" 0.93 1.03 h.-W 1 0.86 -1,4 .1520 216 (192 149 ""136 �8.8 0.7 0.9 1.08 1 6.85 -1.4 0.180.090" 26' 218 188 1A6 133 88.8 " O.T O.r74 1.12 i o,a5 =1:4 0.18shank 30 216"' 1104 01150629 143 131 89,8 ' 07 0.08 1:10 1 0.85 .1.4 p.i80.215" 35 15-' 181 '1 7 ' 14f' 130 '� .e "0. 3 ' 1,01 19 1 0.85 .1.4 0,18HardloRlank 40 ." 009 1 170 105 139 ` '128 -ss;6 O.i9 104 1.22 1 0.85 -1.4 0,18X � _ 2a8 1117 163" 13T 127 ae,6 "0.785 Loss 1,245 1 0.a5 -ti4 a.18 60 203 -1175 162' 67 135" 725 68,0 q.8f 9.p9 127 1 0,85 -1.4 '0.18 65 200`. 1'173 161 155 134 i24 68,8 0.83 1.11 1:29 f 0.85 =1.b 016 ., -90 ". • _. _188 '.1 172 _ 169 1 ...133-. -123... -88.8 ' 0,86 1.19 1.91 1...0.86 -1.4 0.18. 100 �-104 l t45 116 127 112 106 98,Q`"k0.785 1.26- 1,43 H:M 1 0.85 •1.8 0.18 HardloPlanK 6116 8.26 0.090" shenkX q.216"HD X 1.5" shank ring shank nags Blind nailed to WSP 2X4 Wood 0r 20 ga. steel framing, 7116" thlch WSP sheathing 6 _ 5 214 l 04 `176' ' 15 " 150 -137" :86.0 0,85 � 1.03 hs60 1' 0.85 -1:4 0,16r 20 244 (09 72 166 ' 146 133 sa.o- 0.9 1:08 1 -0.85 -1.4 0.18 25 214' 164 169' " 166 143 131 80.0 0.94 '1.12 1 'o.es '-1:4 0.18 30 214 (161 166 "166 "140 128 ss.o 0.68 1.te a 0.85 :1,4 119 35 209 178 164 162 138 127" ae.e 1.01 1.19 1 9.85 •14 01s 40 205 1175 162 1so 136 125 ,66.0 1.04 1.22 7 0.a5 3 0.18 45 202' '1973 16D - 158 134 ' 124 -eeb ` I_M_ 7.245 1 0,85 -7,4 619 50 199 1471 159 154 133 123 ' 88.6 081 1.0s 7.27 1 0,e5 0.18 55' W6 T70 _ '157 '"152 132 122 78e.0 0.83 711' 1.29 1 1 0.85 '0.85 AA •1:4 0.18 0;18 60 1B4' 1168 156 160 130 121 86.0 0.85 1.19 1.3f 100 161 142 134 124 110 104 .66.0" 0.99 1.26 1.. hxa0 1 6.55 :1,8 0.18 Marditrl3lgnk 0/16 ),25 0,090" shenkX Q•1,61 HD X 1,6" 10ng e k net!a Blind nal(ad (o WSP 2X4 wood or 20 ga. steel (taming, 71161thidr WSP sheathing 6ringr, 0116 ." 20o 82 165 155 141F12 5T;8 0.7 0.85 1.03 h300 1 0:85 44 0.18 20 2p0" "1177 161 755' 137 57.0" 0.7 0,9 1411 1 0.85 .1.A '018 26 - 000 ` ' 1173 158 155' 15 57.9 0.7 ' 094 112- 1' 0:88 .14 0.-19 30 200 069 " 156 165 131 -57.9 0.7 '0.8a 1.10 1 0.85 .1.4 0.18 35 i96 187 '1 162 "129 -57.8 o.7s Loi"" 118 1 55 ,74 0.16 4p 92 i164- 152 -149 -127 ,57.8 0.76 1A4 122 11 0:05 ,1:4 b5 189' "162 ' 150'146' 126 579- 6.765 1.055 1245 -1 1" 086 0.00 •1.4 .1:4 '0.18 0.15 50 186 1 014 144 12 ` -57.0 e:ei i.0e 1.27 55 - 184 169- 74-T 442' '1?,3- 114 ' :579 0.83'71:11 1,29 t -085 = 0.18 60 ` 162'` 1158 '146' 57.9 ,1,13 `1.31 ti O.Bi :14' 0,18 100 150 5 3 125 117 103 1 97 1 7.9 0.99 12B 1:49 hta0 7" 0.86 1.8' OA>t M RONALD I, pGAWA ASSOCIATES, INC. 18835 ALPONQUIN STREET #443 HUNTINGTON QEACH, CA 92640 714.282v260 714-847:4595 FAX PROJECT: R104666-17 JAMES HARDIE BUILDING PRODUCTS, INC, 1488.542-7343 intpMameshardie.com product Width Fastener Fastener Fram..e Produot Thickness (inehes) Type spadnp Type (inches) 0.099" 2X4 wpoO shank X or 90 Oki, 0.218" HD Dlind steel Hardipplank 6116 g.5 X 1.6" lung nailed to framing, 6 ring shank WSP 7110' thlak null vvop shsathinq 0.e90" 2X4 wood shank X or 20 g$. 0,215" HD Wind III* HardlePlonk 5/16 12 Palled to frepling, 6 X 1.S"long 1VSP 7116` thl;* ring shank nail° sheaUPnq Wind. 6peed, Design Wnd, Speed, 35 Vuh , 4.5 V.i ind punt mph) (3•second gust mph) Ein" tib $7 _ _ _. d in (2015 [PC, App Pablo to mrihodg Fc j 6egt on spv dfisd In Exceptionv 1 as dgterminad by throvah 3, of (2a151BC. ir, , a017 I.II za17 FCC) t eOpn 1000,30),(2)or lties,l,1. eights) E) I C I D I S I E I o I go d (foot) i In ,ems wvI ,,, 1. Building 4 ght -..PP roof height' in feet) of a build(rg, Qx pf thtat a alto heitjht §half Eie aed for *1'0010 O less than or eq'0 1 to 19, (2<12 roof .SiopE 2, Linear interpolation of building height � 60 ft) and wind speed is pormltted. 3. V g = ultimato design wind speed 4. V",d P nominal design wind speed S. Win speed design assumptions per Analytical Method in ASCB ?AQ Chapter 30 C&C Part 1 and Pad 3: 6i51, Ke 0.66, GCy . 1,4 ths6p), GQp. -1,0 (h>fl 04wa0,18, 6. Fastener length shall be suffident to penetrate back sldp of the W517 sheathing by at least VA" (arinails or 3 full Rlgpds for Gorews. LIMITATIONS OF USE: 1) In High Ve)ocity Hurricane Zones (HVHZ) Install per MimHOoft County Ftcridq, NOA1719406 90 I HardiePlank® "_ 10m La 'ISidin % -JamesHardie l EFFECTIVE MAY 2016 OR INSTALLATION REQUIREMENTS -PRIMED.&COLORPLUS® PRODUCTS Visit www.hardieinstallation.comfor the most recent version. SELECT CEDARMIW • SMOOTH •CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL`" ROUGHSAWN CUSTOM -BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT FAILURE TO INSTALL AND 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 HAROIEZONr PRODUCT INSTRUCTIONS. INSTALLATION OF HZ109PRODUCTS OUTSIDE AN HZ100 LOCATION WILLVOID YOUR WARRANTY.- TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONECOM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE &-HANDLING: 2L CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS 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• Use one of the following methods: 2. Position cutting station in well -ventilated area - joints. Carry planks on edge. Protect a. Best:. is Score and snap i edges and comers from breakage: James ti. 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 HERA 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 pmtectien (Iowestllrespirable 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. Addtoral exposure information is available ® at www.Jameshardie.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 consutt a qualified industrial hygienist or contact James Hardie for further information. GENERAL REQUIREMENTS: • -HardiePlank® lap siding -can be installed. over braced wood or steel studs spaced a maximum of 24 in, o.c: or directly to minimum 7/16 in. thick OSB sheathing. See general fastening requirements. Irregularities in framing land 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 codel 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. in the first 10 ft.. • Do not use HardiePlank lap siding in fascia or trim applications. • Do not install James Hardie products, such -that they may remain in contact with standing water. • HardiePlank lap siding may installed on flat vertical.wall applications 'only. • For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into considerationthe 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.JamesHardle.com. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. INSTALLATION:. JOINT TREATMENT: One or more of the following joint treatment, options are required by code (as referenced.2009 /RC R703.10.2) A. Joint Flashing (James Hardie recommender) B. Caulking` (Caulking is not recommended " IQ- stive for ColorPlus for. aesthetic reasons as the. bemer Figure 2 . Nail line (If nail line is not present place fastener between 3/4 In. &1"from Nail 3/8 in. from r top of plank) au Ing and ColorPlus will weather differently. For the same reason, fleshing _ ter: do not caulk nail heads on HardieZone'" COIorPIUs products.) HardiePlank®siding C. "H". jointer cover (/ I� install planks in moderate contact at buttijoints i Note:.Fleld painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. Figure 1 Construccttion water -resistive barrier / plywood or OSB sheathing Single Wall Construction let -in b 24 in. o:c. may. I barrier KOensure fastener ° o a 1 1/4 in. starter to \o ° a consistent plank angle leave appropriate gap between planks and.trim, then caulk — 'Refer to Caulking section in these instructions. For additional information on Hardlewrap- weather Barrier, consult James Hardie at 1-866=4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST ' - James Hardle® products contain respirable crystalline silica, which is known to the State of California! to cause cancer and is considered by ARC 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 installationor.handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardleBlade® saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) wam 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 atwww.jameshardie.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. S005 s HS11119-P1/4 05/16 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 As re wired,, liy�IR Cade: r141 x4 iri. Min. '/a in. -Do not caulk) Figure 7 . Figure 8 Figure 9 Figure 10 Figure 11 Deck to:Wall . Ground to Siding _ . Gutter to Siding Sheltered Areas Mortar/Masonry Flashing ` 'Flashing Z Fla hing Z-FI hing \ 1 . in. ^• rt .< �. In . Minh in. m in. : Figure 12 Figure 13 Figure 14 Drip Edge Block, Penetration Valley/Shingle Extension Ma..:,,.,...a.,,4a41., 1471ni FASTENER.REQUIREMENTS ** Blind Nailing is the preferred method of installation forHardiePlanko 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 in -shank x 0.221 in: HD x 2 in. long) - • 11 ga, roofing nail: (0.121,in. shank x.0.371 in. HD x 1.25. in. long) Screws -.Steel Framing •'Ribbed Wafer -head, or equivalent (No. 8 x 1 1/4 in. long x;0.375 in. HD) Screws must . penetrate-34hrmds into metal framing. . Nails - Steel Framing • ET & F Panelfast® nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSEI minimum 7116 in.. • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in. long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0:375 in. HD). L1 1/4' min. Overlap Slud P.C. max Nail Line / , , Blind Nail Water Resistive Barrier FACE NAILING - Nails - Wood:Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nail (0,09 in. shank x 0.221 in. HD x 2 in. long) Screws - Steel Framing. • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in. long x 0.323 in.- HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2-in. long)* z4 In � awd` I . Fil O.C. max. Figure 15 Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 11.4 in: overlap } Laminate sheet to be removed immediately after * When face nailing to OSB, planks most be no greater than 91/4:in. wide and Also see General Fastening Requirements; and when considering alternative fastening � I in: 1 iri. , — 1 .i o 0 y face nail I` 1/4 In. min. overlap water -resistive barrier lation of each course for ColorP.lus® products. ers must be 1.21n. o.c. or less. refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardiePlane Lap Siding. HS11119-P214 05116 GENER& 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 notresponsible 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 ACCI and CA preservative -treated wood recommend spacer materials or other physical barriers'to prevent direct contact of ACO or CA preservative-treatedwood 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. . I • 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 airspace). (fig. A) • -Do not over -drive nail heads or drive nails at an -angle. r 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, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood.should only.be used when traditional framing is - not available. • Do not use aluminum fasteners, staples, or clipped head nails. 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). ® countersunk, . . 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 wiithin.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® ColorPlu4products. 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 non -factory -cut edges using the ColorPlus Technology edge coafers, 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 party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardle.ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS1 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 f • DO NOT use stain, oiValkyd 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 nailheads when. using ColorPlus_ products, refer to the. ColorPlus touch-up section I HS11119-P3/4 05/16 I i N Qom COVERAGE CHART/ESTIMATINGGUIDE Number of 12 ft. planks; does not include waste - . J COVERAGE AREA LESS OPENINGS - HARDIEPLANK® LAP SIDING WIDTH SQ 5114 6 V4 7114 I 7112. 8 8-114 9114 9112 12 (1 SQ =100 sq.ft.):- (exposure) 4 5 6 6114 6 314 7 _ 8 8114 10 314 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. 1 112 . 104 100 88 88 65 8 200 160 133 . 1 128 119 114 100 100 -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 1 176 163 157 138 138 102 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... I 1 i . f RECOGNITION: in accordance with IMES Evaluation. Report ESR-2290, HardlePlank® lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2612 International Residential Code for One - and Nro-Famfly Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardiePlank lap siding is also recognized for appliration 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 1263b, Texas.Department of Insurance Product Evaluation EC-23, City of New York MEA223-93-M, and California DSA PA-019. These documents should also be consulted for additional information conoeming the suitability.6f this. product for specific applications. ©2016James Hardie Building Products. All rights reserved. : TM, SM, and ® denote trademarks or registered trademarks of'- Additional Installation Information , ®Q James Hardie Technology Limited. It is a registered trademark of James Hardie Technology Limited. ' warranties, and Warnings a re available at www.jameshardie.com MR JameSHarclie Panelfast is a:registered trademark of ET&F Fastening Systems, Inc. j HS11119 P414 05/16