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Home My WebLink AboutEVALUATION REPORTSCANNED BY St. Lucie CountY r, --PROJEC.T RIO-2688-17 I - ENGINEERING EVALUATION REF20RT ?OR ATTACHING JAMES HARDIE@ BRAND FIBER —CEMENT PI—PAKS-TO-WOOD-OWMETAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE I EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF 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 COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 — 10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA &ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 $Ooilo HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX 121 tp.TE Of RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA S2649 714-292-2602 714-a47-4595 FAX PROJECT: RIO-2688�17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoMarreshardicrectri EVALUATION SUBJECT H2rdlePlmkO Up Siding Jannee Hardie Product Trade Narnes severed In this o,,aluatlon: HarcaePLmdM Lap SWIng. CmPlankv SWIng, Prinnall- Lap S" EVALUATION SCOPE: ASCE7-10 2017 Florida Bugdng Code 2015 International BLOdIN CodeV EVALUATION PURPOSE: Tide mWs is to deleredra, the maxsnm design 3-second gust wbW speed to be resisted by an assernbly of HardlePlank (CemPlank, Prevail Lap) sidleg fastened to wood or metal ftnft vwM naffs Or SCfeWS. REFERENCE REPORTS: 1. Ifflanek Report 3148104COQ.002, Trarsamaso load testing on HarUePla* mid HardeParvel Filw-Cermend pands Z Ifftertek Report I t)(1717"SC00-003. Transverse load testing an HanfePlank and HanfieStftle ,I#" 13GA T SE Of N I 01� ..'CL 0 % .�18SIONAV RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #"3 HUNTINGTON BEACH, CA 92649 714-292-2602 714-647-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 WW@ijameshardIe.cem TEST RESULTS: Table 1. Results of Transwase Lead Testing Report Number 311481(14COQ-002 3145104COQ.002 1007110=00-003 1100717049COQ-0041 TestAgerW Intertek Imentek Intertek Intertek ThWimess (A) 0.3125 0.3125 0.3125 0.3125 Width fin.) 5.25 9.25 8.25 8.25 Frame Type Wood Z"xr SPF W1 7116" OSB stniathfirrg Wood 2" xV SPF vd7lial OSB sheathing WoDd2x4'SPF vd7IIS- OSB sheathing Wood 2x 4- SPF vd 7116' OSS sheallft Frame Spacing (h) 12 12 a 6 FastemerType 28 wafenhead screw. 1 Sir x 0.375- HD 98 wrferfiead scnnv. I 51W x 0.375m HO 4d ring shank along l.6'XD.09(rx0.2I5- 4d ft shank sitting I.6'x0.GDVx0.2i6' Fastener Length (Inches) 0.625 1.626 1.5 1.5 Fastening Method Blind nailed W OBB Blind noted to OSO Blind nalled In OSB Blind noted 0 DEB Ultimate Lead WA 310A 138A 152 198 D,sign Land (psn' 103S 46.!1 M7 66.0 EffectivaTributary7sea( �) O.M 0.667 ORA 0."Z Fastener Land, as tested (11,11astener) 3u WX M7 113 Adjusted vAlhdrawal design load Obtfastainer). W n!) 35.6 NetFastenerPerre"thon(In.),P 0.437 0.437 Pood Specific Graft G (ITO �0. ft). D 5. Q M7O 0 th d sgn ueperNDS 20 15 or ESR-1539 (Iblin. penetration), 60.9 50.9 1. Ailmimble design lead is determined from ultimate Wad divided by a factor of safety of 3. 2. HardlePlank Siding complies will, ASIM Cl 186. Standard Specification far Gmde If, Type A Non-asbases Fiber-Centent flat Silesia 3. An equivalent specific graft of 0.70 for fing shank ads Installed an OSS Is recommended by APA Tr-o39C. 4. Calculated fastener vhOxkffwW load Is compared wth the test result, and then the mom conservative ove va be used. For all mass In the table, me adjusted vvithdrawal dedgin w1ue, W. Is calculated as W - CD - W - P Where, CD = land duration factor per NDS�2016 Table 2.3.2 for %vindlearthquake load = 1.6 W = withdrawal design who, calculated per NDS-2016 or ESR-1539, Widmer applicable P = fastemn embedment depth. In. When nail shank, D. 0.099 inch but S 0.375 Inch for satood, shank nals, NDS-2015 equation (11.2-3) Is used 0 calcutate Wduksvwd design value W - 1380 - G(57) 0 Where. G - wood spedfic gravity perTable 11.3.3A D = nan shark diameter, In. When nail shank, D, 1. less than 0.099 Inch. or In the case of ring shank nalls, the WthdromA design valties wne obtained from VCC-ES ESR-1539 Table 2. �P FLORXV�L RONALD]. OGAWAASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIG-2668-17 JAMES HARDIE 13UILDING PRODUCTS, INC. 1-688-54Z-7343 info@jameshardle.com ForTable 2A to 2C IN, designs loads wilbe cahutated by proportioning the tribularryarea to eachfastener, thereby design lead to each fasteww!] be kept constant. Bydolng sa. US allowable design load for vadows HardePlark widths and stud! spacing will be detemmined. Tab[. 2A, Allowable Design Leads Based an Covalent Fastener Load. #3 wafer head Screw, x 0.375- HD. fasteners concealed (blind Screw) at lr O.C. to WSP Sheathing only For 5.25 inch Wide Hartfielolanic Design lead = Ultimate failure loaffOS = -310.4 Ind 13 = AD&S psi Efloctim tributary = Olank Width eVUSed IS WSWRIST X toatanef spadng)M44) - ((5.2&1.26) X 12)/144 - 0.3m sq.ft. Fastener load = design load X bibulary area - -1 D&S X 0.333 = -34.5 pounds For 9.26 lmh wide HaffdePlw*: Design bad - ulibnate falm IoSd1F0S = -138.8 pall 3 = 463 psF Effective Mbutary = ((plw* wift topned to meather X fastener spadng)IW) = ((9.2&1.25) X 12)1144 = 0.667 sqJL Fashouner load = design load X bibutery me - �3.5 X 9.667 - -30.8 pounds The fasterver loads fix all ofter plank widths were linear Interplated from the two teets based m plank Width Caloulated allowable desion Ind - fastener load tested conchkon dKdded by anom bfixemy for the =dffion to be calculated N S HardiePlardc Width m (Inches) 98D 3! A A P. Zo- 525 -310.4 12 1 0.333 4035 4ul.5 6.25 12 1 OA17 -80.6 -33.6 7.25 _112-F-U.5011 �5.3 432.7 7.6 12 10M -62.3 -32.4 a 12 0_563 �66.9 -32-0 026 12 1:1483 �1.4 �11.11 9.25 438.8 0.657 46.3 .8 9.5 12 2 - :N21 12 12 012.2 1111 Table 28, Allowable Design LOSCIS Based M COnstard Fasurrar Load, ad ring Shank siding nail (1LS'X0.Wx0MV). fasteners, conosaled (blind nail) aft 8' D.C. to WSP Sheathing only For &25 inCh Wide HardlePlanic- Design load a WtWOS m-152 PeV3 = -50.7 par Eff�Ubutary=((plm*vAdthe)posedtoweadwXlwten�spadng)fi�)=((825-1.26)XSY144=0.389sqjL Fssdesvm� load= designtoad Xtributaryarea --50.7X U89=-19.7 In Thelastentarbads for all other pW* Width were calculated based an the sevne festem two Calculated allowable desion lead = beaver bad tested ourditim d'Wed by amm boutaryforthe condition to be calculated HanfiePlmuk Width (inches) I 08N A A e 8 02a AR3.7 -19.7 6.25 a 0.278 -70.9 -19.7 7.25 8 O-W -69.1 -19.7 7.5 a 0_�47 _%.7 49.7 8 a 0.375 -5Z5 -19.7 8.25 -152 8 0.369 -50.7 -19.7 29:L5' 19, 1 0444 -44.3 19.7 11'.458 1 -43.0 -18.7 12 a I umr I �.0 -19.7 Table 2r Allowable Design Leads Based m Constand Fastener Lead, 4d ring shanksiding nail Partners nnnoaled (blind nail) at 6" O.Q 110 WSP Sheathing only For 8.25 bmh Wide HardlePlark- Design lead = uttlenume falume Ind1F0S = -188 Pat/ 3 = -60.7 Ind Effecilm hilhday - (Wank Width eXimmed to weather X liftfiew spadngYI44) - ((82&125) X 6YI44 . OMZq.fL Fastener load m design load X tributary ames = .66 X 0.292 = -19.3 In The fastener leads for all other plank width were calculated based on the Sarre fastener load Caloulated allowable desian lead - fmUmer lead bused contilifion dWed by areat bithuterytor ths condition to be ji I ArIfte", \ 0GAW'_-- . ......... �g . 8 , . 1 I 3 � -2 a Hard!ePkwA Width . c; 6.22F) 6 0.167 -115.8 -19.3 6.26 6 0.208 -92.6 .19.3 7.25 6 FW_ -Tff.-2 _7_193 7.5 6 0.260 -74.1 -19.3 a 6 F2-sl -68.0 -19.3 8.25 -lea 6 UF2-- -W.0 -19.3 9.26 03m -57.9 -193 9.5 16 0.344 -so., 1 -IN3 12 0 1 F1 NmZZwL_1 F All L� I a Z ;a, i WE STATE UF RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-2G2-2602 714-847-4595 FAX PROJECr. RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 Inlo(gameshardle.com DESIGN WIND LOAD PROCEDURES: Fiber�cemerd 910V burSverse bad capacity (wind Ind capacity) Is determined via compliance testing to trarseerse lead national test stendards. 'Aa the load testing an slonable design load Is determined based on a factor at safety of 3 appiled to the uhimew test load. Sinca the alowable design load is based on factor of safety of 3. altomable design leads on fiber -cement siding correlato directly to required design pressures for AG�Ible Stress Desigm and grarafers ho,9d be used With combination loading equatiora; forAllowable Show, Design (ASD). By using the combination leading equathons for Allowable Siren Design (ASD), the Inted 611�able design beds for fibercement ailing are aligned Wth the wind speed reqLdnamerft in ASCE 7-10 Figure 26.6-1& Figure 26-&18, and Figure 26.6.1 C. For this analysis. to calculate the pressures In Tobin 4, 6. and 6, the lead combination m4l be In accordance with ASCE 7.10 Section 2.4 camb)MV nominat leads Wnif aUcimable shess, design, load combination 7. Load combination 7 uses a load factor of 0.6 applied to me wind velocity Pressure. Equation 1, qj=aG02WK�'K,,%'%F (MI. ASCE 7-10equalls, 3a3-1) q, velocity pressex, at height z veb* pressures e)postov, coefficient evaluated at height z fungraphtclacer" Kd vAnd directiondly factor V, basic mind speed (3-secad ll�t MPM as determined base 12015 IBC, 2017 FBCj Figurn 1609.3(l), (2) or (3): ASCE 7-10 Filpen 26.5�1& B, or C Equation 2. V-V. (mt. 2015 IBC & 2017FBC Section 1602.1 defindional V� . ultimate design viind speeds (3-secand gust MPH determined from [2015 IBC, 2017 FBC1 Figures 1609.3(l). (2) or (3); ASCE 7-10 Ripmes 26.� 1A, B, or C Equation, 3, PzV(GC�rGCJ Pef. ASCE 7-10 equation 30.6-1] GC, Product of extiennal pressure coefficient and gust -effect factor GG,, product of internal pressure, coeflicient and gusteffact faces p design Pressures (PSF) far siding (al�bla design lead for sidirg) To determine denn Pressure, subsiftute or Into Equa live 3, Equation 4, p=0.0D25SY,%-r,'V,�(GCGC,) Miswable Strew Design, ASCE 7-10 Section Z4. 1, lead cambination 7, Equation 5, afil) + afnif fref. ASCE 7-10 section 2.4. 1, bad combinabon 7j D , dead lead W , vand bad (load due to Wind! pressure) To determine the Allomble Strew Osage Pressure, apply the load fachorler W (vand) from Equation 4 to p (design pressum) debamstned here equathn 4 Equationfil, p� = 0.6[p) Equation 7. p� - a6j0.00256%%%-V,�(GC0GC,)] Equation 7 is end to populafs Table 4, 5, and 6. To dedermme the aheymbia uhmate basie Yond speed thri-farche Srdng m Table 7, schre Equnihn 7 far V,, Equation 8, V, = Applicable to methods spwffled in Exceptions I through 3 of W5 IBC, 2017 FBCI Section 1609. 1. 1., to determine the aqosable nominal design wind speed (VaSM far Hanfe Sdhg in Table 7. apply ths, comenifisn lbehuld bsiow, Equation 9. V. - V. * (allies (MI. 2015 AIC & 2017 FBC Section, 16M.3. 1] V� . Nornmal design v&d speed (3.econd gust mph) fref. 2Of5 IBC & 2017 FBC Section 16D2. 1) Table 3. Coefficients and Constants used In DeltemIning V and p. V,, wan zsn� 5 Height (ft) EXP B Exp C EqD K. K� GC' GC' 0-15 0.7 0.85 1.03 ]VAGO 1 0.85 -1.4 ale 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.7 0.94 1.12 1 (1115 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 AA 0.18 35 0.73 1.01 1.19 1 0.85 AA 0.18 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 1.= 1.245 1 0.85 AA 0.18 50 0.81 129 T-27 -1 0.85 AA 0.18 55 0.83 1.11 129 1 0.85 -1.4 ale -60 0.85 1.13 =.3ij [=:j=:P 0 a5 I -IA 1 0.18 1 Joe 0.99 1.26 1.43 fl�eg 1 1 1 allb I -1.0 I ale I OGAW4 $\* .......... . 121 STATE OF 0 R I'D RONALD 1. OGAWAASSOCLATES, INC. 16835 ALGONQUIN STREET #"3 HUNTINGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 Info(gjameshomfie.cmin Table 4. AllowableStress Design -Component and Cladding (C&C) Pressures (PSIF) to be Restated at Various Wind Speeds -WWnd Exposure Category K Wind Speed (3� second gust) 100 105 110 115 120 130 140 150 ISO 170 180 190 200 210 Height (H) a B a a a B 8 B IS B B 8 B B 015 -14A _15.9 -17.6 -19.1 -20.8 -24.4 -2&3 -32.5 -37.0 413 -46.8 -52.1 -51f.3 20 -14.4 -15.9 _117.5 .19.1 -20.8 -24.4 -28.3 -32.5 -37.0 41.7 -46,8 52.1 .57.8 -63.7 25 -14A A5.2 -17.5 -19.1 -20.8 -24A -23.3 �I 37.0 41.7 -461 -52.1 30. -14A -15.2 -17.5 -19.1 -20.8 -24.4 -28.3 �15 417.11 -41.7 -46.8 -52T -5-7.8 7UT 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 �.o 418.6 -43.5 4&8 -54.4 40.2 -66.4 ------ 40- -1&7- -17.3- -19.0- --20.7- �22 6- --26.5- _�30.7 -35.3 -40.1 -45.3 -0-8 -56.6 �.7 69.1 46 -16.2 -17.9 -19.6 -21A -M.3 -27A -31J -36A 41.5 46.8 6Z5 -58.6 -64.8 -71A so _16j -18A -20.2 -22.1 -24.1 _28.2 -32.7 �17.6 42.8 -48.3 -54.1 -603 -66.8 -73.7 .55 7-1 -1 9 -M7 �2AG 414.7 -28.9 -M.6 -38.6 ;!71 5 111 15 75,5 go -2 E&I Table 5. Afformble, Straus, Design - Component and Cladding (C8C) Pressures (PSIF) to be Resisted at Various Wind Speeds - VWnd Exposume Category C. Wind Speed (3- sTFRnq_gusQ 100 105 110 115 120 130 140 ISO 160 170 180 190 200 210 eigin (R) C C C C C C C C 0 C C C G C G-15 -17.5 -19.3 41.2 -23.2 -25.2 -29.6 -34A -39.5 -44.9 -50.7 -56.9 -63,3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36A -41.8 -47.5 -53.7 60.2 -61.0 -74.3 -W.9 25 -19A -21A -23.5 -25.6 -27.9 -32.8 -38.0 -43.8 49.6 -56.0 �62.11 -70.0 -77.6 30 -20.2 -223 -2CS -26.7 -29.1 -44.2 �9.6 -45.5 _51.8 -58.4 -65.5 -73.0 -80.9 -89,2 35 _20.8 -23.0 -25.2 -27.6 410.0 �35.2 -40.8 46.9 -U.-3 -ZO-.2 _WT -76.2 �1.3 40 -21.5 -23.7 -26.0 -28.4 -30.9 40 42.0 483 -77A -85.8 45 -22.0 �4.2 -26.6 -29.1 411.6 -37.1 -43.1 49A -66.2 -71.2 -70.3 -87.9 -96.9 50 -221 �41.8 �Tz -29.7 �2A �.o -44.1 -50.6 -67.6 _:F_ 5.0 _72- .9 _Z_ .2 89.9 -9 92 55 4.2 :27-7 4-30...33 -33.0 7 1-1:1 1;�6 -6 .2 1 �74.52 �7 -916 1010 7 2 _M 1 1uu �5 1 �.4 �1 I �x -1w.o I Table 6. AllourableStress Design -Compomentand Cladding (C&C) Pressures (PSF) to be Restated atVadouslilfind Spooda-VAnd ExpostmoCatagory D, WuW Speed (3- second gust) log los 110 115 120 130 M 160 160 170 180 190 200 210 Heigin: (a) D D D 0 0 D D D D D D D 0 D 0_15 -21.2 -23.4 -25.7 -2111 -30.6 -35A 41.6 47.0 -54A 61A �68,8 -76.7 -85.0 -93.7 20 -273 -24.6 47.0 4t9.5 �.l -37.7 �1.7 -50.1 -67.0 -64.4 -72.2 :U.4 -89.1 -98.2 25 -23.1 -26.6 -2a.0 -no -333 4H).0 -45.3 -52.0 -69.1 -GILB -74.9 -83.4 -92A -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.6 -40A 46.9 53.8 -61.3 69.2 -77.5 i16A -95.7 -105.5 35 -24.5 -27.1 -29.7 �zs �5.3 41.5 48.1 -55.2 62.8 _40.9 -79.5 :5-8.6 -98.2 A08.3 40 -25-2 _Z7.7 -304 413.3 �6.2 42-5 -49.3 _58.6 -64A -72.7 -81.5 -90.9 -10g.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 47.0 -43.4 -50.3 -57.8 65.7 -74.2 -83.2 -92.7 AOZ7 -113.3 50 -262 -23.9 -31.7 -34.6 -37.7 -44.3 _51.3 -58.9 -67.1 -75.7 -:9197 -104.0 -115.5 SS �26,5 -2913 -32.2 -31-2 �W ::1�0 V :� 9 g�l ;7 9 1 j..G2 -96 , 1 -116.4 -117.4 9-0 .0 . _66 1 1 7N a �1.5 .1w.1 1.119.2 1uu �[.0 I �U.a -721 -1W.0 I-Iwx Tables 4. 6. and 6 am, based on ASCE 7-10 and consislentwigh the 2016 113C, 2015 IRC and ft 20`17 F61da Building Code. I RONALD 1. OGAWA ASSOCIATES, INC. 16836 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT'. RIO-2688-17 JAMES HARDIE 13UILDING PRODUCTS. INC. 1-888-542-7343 info@jameshardie.corn I 11011"00"OW R,.\. OGA Table 7, Allowable Mod Speed (mph) for HardloPlank Lap Siding(Analyllcalliffethodin ASCE 740 Chapter3l) C&CPSef1 andPa 2015 RIC, 2017 FBC 2015 IBC, 2017 FBC `24121 -1 ST5 OF i ......... ... 0$00 Allowable. Ulfirnate Desgn Wed. Speed, vli� (3-second gmt no) Allowable, Nominal Design Wnd, Speed, M17 FM Sedlen [2016113C,20171FM Ile. 1609,311), G2) or (31 Wnd exposure categonAWnd own, calcine Sking 1(� Product Product Thickness (unchas) Wdth (holes) Fastener Type Fastener Spacma Frame Type Fastener Spacing Undies) Building Hafgial.2 (feet) 0 C D B C D All Ecdon Load (pSf) E�q B EMCIE.VD r. & GC6 Harclelolank 5118 6.26 NM8xI- W long x 0.375'HD ribbed waferhead ,cmw,. Blind screwed to VVSP 2X4 mod or 20 ga. steel frarring, 7116*thick WSP 12 0-15 268 243 �l 207 Ise 171 -1016 0.7 am 1 1.03 h%SO 1 0.85 .17 MIS 20 268 236 216 2W 183 167 -10&5 M7 0.9 1.08 1 0.85 -1.4 MIS 25 268 231 212 207 179 164 -IMS_ FT MM 112 1 0.85 -IA' (its 30 268 226 208 207 176 161 -lMk5 0.7 MIS 1.16 1 MS5 4.4 -538- 35 262 223 205 203 173 159 4015 an 1.01 1.19 7 To- 4.4 0.18 40 257 220 203 199 170 157 -IM6 Mn I.W IM I -17 71-8 45 253 217 20t 198 168 165 -IO&S =7M 1.055 1245 7 -Mas am -1.4 ale. 0 249 215 ISO to 166 154 -IMS Met I.W I� I Sm 4.4 MIS 65 246 213 1 197 190 165 153 -io3Z Fw- III 1 -1.4 0.18 60 243 211 1 196 188 163 152 -ID3.5 MSS 1.131131 IF, -1.4 (118 IDO 201 178 167 156 138 130 -100.5 MSS '20 1 1.43 1� 1 1 10.85 -1.8 0.18 HardePlank 5116 6.25 No.Bxl- SM, long x 0.375'HD ribbed waferhead Blind screwed toVdSP 2X4 wood orzoge. steel homing, 711VUck MP sheathing 12 (1-15 236 21r= -Ta-3- --TR- -rfi-i -Fa-- -37 0.0 1.03 hoSO 1 Mae .1.4 ale 20 236 208 IGO In 161 147 4116 M7 0.9 1.08 1 025 -1.4 ale 25 236 204 187 183 158 145 -816 0.7 0.94 1.12 1 MIS -1.4 ale 30 236 200 184 183 155 142 410A 07 am 1.16 1 ass 4A 0.18 35 231 197 181 179 152 140 -806 0.73 idl 7-19- 7 wis -IA MIS 40 227 IN 179 176 160 139 -ame -�M- -I R- -I -=- -1 M 4A MIS 45 223 192 ITT 1 173 148 137 -eas Tig T�z -1 'MS5 AA MIS 50 220 ISO 175 170 147 . IM . -sma Mal 1.09 I� I ass -IA MIS. 65 217 188 174 168 145 1 135 1 -saa O.M -7.1-1 -TW -I -67w- 71-A M18 60 214 186 173 166 144 134 .616 11.85 1.13 131 1 02S -IA MIS Im 177 157 1 M 137 122 114 -803 Men 126 1.43 �60 I M85 -I.S ale HardlePlanic 5116 7.25 NMBxl- SW [=a x 0.375*HD ribbed waferhead screws. Blind 3crewod to WSP 2X4 mod w2Gg& steel horning. 7/16'fidck VISP sheathing 12 0-15 213 193 175 165 150 136 �3 0.7 . O.M . I.W base 1 Sm -1.4 MIS 20 213 169 171 165 145 133 -6&3 0.7 Me 1.08 1 (Las -IA MIS 25 213 184 168 165 142 130 -0.3 0.7 MW 1.12 1 Gas -IA 0.18 30 213 180 165 165 139 128 -6S.3 M7 MOS 1.16 1 OAS -IA 35 20 177 163 161 137 126 �3 7-m- -I-01- -T-19- -1 FW -IA M18 40 204 175 1&1 158 135 125 �3 More 1.04 IM 1 0.85 -IA ale 45 201 172 159 156 134 124 -613 0.786 =� 72iT -1 -E-M -IA MIS 50 198 170 158 153 132 122 Met 1.09 I� I Gas 1.4. 0.18. 55 195 169 157 1 151 131 121 -M.3 G.m 717 -Tm- 1 01151 -1.410.181 60 193 167 155 150 130 120 �3 M85 1.13 1.31 111 ISO 160 142 133 1124 110 IM3 Mae 1418 1.43 13,50 1 OAS -13 ale HardlePlank 6116 7.5 NM8xI- SW long x 0.375'HD ribbed walerhead Blind screwed to VVSP 2X4 wood or 20 ga. stem herring, 7/1 V thick WSP sheathing 12 O.IS 20B im 171 161 148 133 1 -aZ3 0.7 0.0 I.M rose I M -1.4 71-8 20 208 183 167 161 142 IM �3 0.7 0.8 i.W I (Las -1.4 (Lis 26 208 179 164 161 139 127 0.7 0.94 7-12- -1 -IA M18 30 208 176 161 161 136 125 �3 0.7 MW 7-- 16 -1 -(M 71 -4 -E 715 35 203 173 159 163 134 123 �3 am ul -19 7 -1 86 -(F- - -IA MIS 41) 199 170 157 154 132 122 �3 178 1.04 1&7M.� =M -1 -M -IA M18 45 196 168 156 162 130 121 �3 1.245 1 M85 -IA MIS so 193 1 166 154 150 129 119 �3 Met 1.55 -TIF -1 -60 4A ale 55 191 165 153 t48 128 119 �3 am 1.11 -Tm-- 7ass -IA 0.18 60 188 163 152 1 146 127 118 �3 %S5 1.13 -T.-- 31 1 MSS -IA 0.18 ISO 156 138 ISO 121 107 101 -SZ3 Mm IM I 1.� 11,60 1 1 10851 -1.8 MIS I HandlePlank 6116 a N%axl- gx 0.375* ribbed waferhead Blind screw,cl toWSP 2X4wood w20ga. steel ftrTdng, 7/iS'tldck WSP sheateng �-F0 12 0.15 198 180 164 154 139 127 -55.9 M7 MSS 1 1.03 ho60 1 am -1.4 MIS 20 198 175 160 154 -7S4 136 1 124 S&S M7 Me I IM 1 0.85 -IA ale 25 198 171 157 133 t22 0.7 4A MIS 30 198 165 154 154 130 119 L-93.9 .9 .7 116 1 M -14 -0-18- 35 194 165 152 161 128 lie -SM9 -- _F73 -- 1701 1.19 1 0.85 -1.4 MIS 40 190 163 150 148 126 116 �s 0.76 1.04 IM 1 0.85 -IA MIS 45 111? 161 149 i4S 126 115 -519 - 7 -m- -1 -2 4-5 7 15-s -iA M18 50 184 159 147 143 123 114 S&g U781- = -1 MeS -IA MIS 65 -ie2 j 15.8 146 141 122 113 -56.9 - -- C�W -- 1.11 iM 1 -(M -IA 0.18 '56 F1,32 145 139 121 112 -SMO MW 1.13 131 1 Mm -lA M18 l'00 IR149E 1 124 1 115 102 96 .669 T-18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoaarneshardle.corn Vk OGAW .. ........ N' . 2015 IBC, 2017 FBC 2015 ISC, 2017 FSC -V (0. q-1 2 1 STATE OF .... .... 0/01V�L VOL, fool if Cooldel Allooldile, Ulthimte Design Wait, Speed, VuII� (3-second qua anih) Allo,,,ab1% Norrunal Design Wind, Speed, (3-second gust nph) M17FW)Secd. STI%MI17F M�IV (3). specified! in E one I 2017FW]Sedon -16MI: SWhV K. PnodW Product ThIctoness Undies) Wdth (inches) Fasten" Type Fog anor Spa cing From Type Fastener Spacing Unche.) Building Helghe.2 (hN) B C D B I C 1 D Dision 0-+) IEVOIEVC ExpD1 1 Id VA I Gr, GC6� HardlePlank 5116 8.25 No.8xl- 5/8* long x 0.376'HD ribbed Watelhead Said Screwed 'a WSP 2)(4iotad or2Oga. Steel Ininfing, 7116'thlck WSP sheathing 12 0-16 194 176 IN 160 136 124 �A I M7 I MW I.W hsW I .5 MmI -1.4 MIS 20 1 171 156 IN 133 121 �A M7 Me 1.08 1 0.0 -1.4 MIS 26 194 168 153 150 130 119 -54A 0.7 MM 1.12 1 055 14 J44 MIS 30 194 164 151 150 127 117 M7 -11-6 -1 's - 2:1 35 190 162 149 147 125 115 -54A am_ 1.011 1.19 1 am '15 -i4 512. 40 186 159 147 1" 123 114 -64A MIS 7� IM I am -1.4 M12 45 183 157 146 142 122 113 4 MM 5 245 1 am -IA M so 180 IN 144 140 121 112 �14 -FM- - 109 -7 iF -I am am _IA M18 55 -f--- 78 -r- 39 -Ti- 9 111 -si.4 an Tit im I IA MIS 60 176 15�3��1242 136 Ila 110 �A - am 7-- 13 --- 131 -I Mam .1. IN 146 129 1 129 1 1 121 113 100 94 �A am. I "S I.Q -8 "8 0 .18 HanfiePlank Stis 9.25 1 No.SxI- Wlmgx 0.375- HD ribbed wifferhead Brad scine,,ed W WSP 2X4 ocad or 20 go. steel frarning, 7116"duck VVSP sheathing 12 0-15 179 1 162 lea 139 126 114 �3 0.7 0.85 1.03 Pa= 1 am -IA MIS 20 179 158 144 139 122 112 0.7 Mg 1.08 1 am -IA MIS 25 179 164 142 139 120 Ila 4M3 M7 ON 1.12 1 -IA 0.18 30 179 151 139 139 117 108 4&3 M7 MW 1.16 1 -0.0 0.85 -IA -18 M18 35 175 149 137 136 116 105 -4&3 an 1.01 1.19 1 M85 -1.4 a.,. 0.18 40 172 147 136 iW 114 105 48.1 MW 1.04 iM I Mm -IA 0.18 MIS 45 169 145 134 131 112 104 -4a3 77W 1. Om 72-4S -1 -075 -IA ala .11 so I N 143 133 129 111 103 7- Ym- I. 09 tz-F - I -1.4 11, MIS 55 IN 142 132 127 110 102 1 483 MW 1.11 - 1�29 1 _RAE 0.0 -IA ..I. 0.18 60 162 141 131 126 109 101 am_ IA3 121 1 0.85 -IA 0.10 MIS 100 134 119 112 1 N 92 87 4&3 am IM 1,13 1 1 am. -1.8 MIS. HardiePlank 6/16 1 9.5 NM8xI- sm, long x 0.375"HD ribbed waterhead 1 Blind scrawed to VVSP 2X4 wood or209a. Stud fiandi g, 71IVtNck MP sheathing 12 0.15 176 159 145 lw 123 112 -14.5 17_ M 1.03 hoil 1 am 44 MIS 20 176 155 141 136 120 109 44.6 07 0 0.9 1.08 1 am -IA M18 25 176 1 152 139 136 117 108 M7_ 0.94 0., 1.12 1 OAS -IA MIS 30 - 176 148 136 136 116 100 -44.6 0.7 a. I -is I -IA MIS 35 172 146 1 135 133 113 104 44 5 1 0 n 1.0, 0 , 1.01 1.19 1 Om -IA 0.18 40 169 144 133 131. 112 103 -44.5 an 1. im 1 a8ii -IA 0.18 45 166 142 132 128 110 102 - �A 0.785 1. 1'. 1245 -1 0.85 -IA M18 56 163 141 130 126 109 101 44.5 Mel 1.09 I.V 1 0.35 -IA MIS 55 161 139 129 1 126 100 100 -44.5 am 1.11 72-a- 1 085 -IA MIS 60 159 138 123 1 123 107 99 �6 M9 1.13 Im I -W -IA 0.18 100 132 117 - 1 102 91 -44.5 099 12B 4.Q h�60 I am .1.8 7-18 HardtePlank SM6 12 NMaxI- 518- king x 0.375'HD fibbed wateribead Mind Screwed to VVSP 2)(4 �d or2oge. steel ftwung, 7116'Nck VVSP` sheathing 12 0-15 148 134 122 116 104 94 -31-0 M7 'Mm 1.03 tdiia I MW -1.4 MIS 20 148 131 Ila 115 101 92 -al.6 0.7 -7 - 9 1.0 - 1 -CM - -1.4 MIS 26 148 128 117 115 99 at 411.6 0.7- 0.04 1.12 1 MAS -IA 0.118 30 148 125 115 115 97 N 07 ON 1-15 -1 . A 4 4 MIS 35 145 123 113 112 95 as -31-6 an 1.01 1.10 _I.Sm 1 Q65 -IA MIS 40 142 121 112 110 94 97 -31A am 1.114 Im I M85 -1.4 MIS I 45 140 120 111 108 93 86 -31.0 M765 1.0m 1�6 I Om -1.4 MIS so 138 Ila - 107 92 - 41.8 Mel -i!F -1 IT135 AA MIS 55 136 118 - 105 91 - 411.8 Gam 1.11 129 1 am -IA MIS 60 134 116 - 104 on - -31.6 Masi 1.13 1.31 1 am -IA MIS 100 111 - 86 - 411.6 age I I�vt I.Is I am -1.8 MIS HardlePlank Still 1 6.25 0.09(r ark 0.215'H X 1.5' IM fing nais Saint ringed to WSP 2X4v=d or 20 ga. steel training. 7116*tWdt WSP sheathing 0 D-16 248 n5 204 192 174 158 -8&7 -(17 am Im hean I am -iA MIS 20 248 219 199 IN 169 155 -S&7 0.7 Me I.W 7 MW -IA MIS 25 248 214 196 192 168 152 -S&7 M7 014 IA2 1 0.0 -IA MIS 30 248 209 192 192 162 149 �7 M7 Mae 1.16 1 ass -IA MIS 35 243 206 10 188 IN 147 -S&7 an 1.01 1.10 1 am -IA MIS 40 238 203 188 194 1 5 157 145 -S&7 - M9 -T. 04 1 am -IA MIS 45 234 201 186 181 156 1 5 144 -S&7 M765 1.08S 1-45 1 M85 -1.4 M18 so 230 199 184 178 154 143 -S& awl 1-09 lZr I OAS -1.4 0.18 55 228 197 183 6 1170 �7 MM 1.11 1" 1 OAS -IA 0.18 60 22s igs -Ts-- 1 4 521 1125 -S&7 0.85 1.13 1.31 Z-0 -IA 0.18 100 188 165 155 144 128 120 1 -S&7 Mail 126 I.Cl IIPW I I I M% I -I-S MG RONALD 1. OGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 0 0 714-292-2602 0 714-847-4595 FAX it$ i PROJECT: RIO-26W17 JAMES HARDIE BUILDING PRODUCTS. INC. % 7. 1-88a-542-7343 Info@1anneshardle.conn 2015 HIC, 2017 FBC 2015 RIC, 2017FBG -0 'C4 % rc LOB Allomble, Ulflirnata, Design VAnd. Speed, v4a� (3-second gUst rnphl Agomble Norrunal Design Zd. Speed. V.45i 0-sec0nd goal Mh) Applicable W methods ,pacifiedhI20151= M17 FSq Secdon spooned � Exceptecs I M17 -rM_5IWWI7FW]_ 19,,ves (2) or (3). ISMI.I. coeireced, oned in Table 6 cakuhation, forva WndeacaawecategorylWhru!2�!� goN Sides; K. Pmduct Product Thickness (inches) Walk (incle.) FIESINFIeT Type Faidener Spacing Fnune Type Fastener Spacing onches) Bugling HeTghe.2 (feet) B C D a I I Al.�W. 'Z' Lood (PSF) Ems EWC1EvD GC6 G�t HardioPlank 5116 6.25 1 0.09V shank X 0.215'HD Xl.6' long ring Shank "ad 0 Blond nailed to WSP 1 2X4 mod or 20 go. steel training, 7/16'thick WSP sheathing 8 (1-15 222 201 183 172 156 142 -70.9 0.7 am 1.03 noSO 1 0.86 -IA ' MIS w 222 195 178 172 151 138 -70.9 0.7 , -07 -I-m- -1 WS 1-4 7-18 25 222 191 175 172 148 136 -703 0.7 O.N im- -1 IrBS -IA MIS 30 222 187 172 172 146 1 W -Tos a.7 am 1.16 MES -1-4 M18 35 21T 185 170 168 143 132 -M9 OT3; 1.01 1.19 _L 1 0.0 -14 0.18 40 213 182 168 165 141 130 -70.9 tn. I.w IM 1 Q05 -IA MIS 41 209 ISO 166 162 139 129 -7we MISS I,wa 1245 1 0.85 -1.4 MIS 0 206 178 165 160 138 IZ? -mg asn. irm I� I O.SS -IA MIS 1 Leo_ 204 176 163 158 136 126 .70.9 gas 1.11 IM 2 0 6�5 201 174 162 166 135 125 -me OAS 1.13 131 1 MS5 -lA MIS 66- �48- 139 129 114 107 -719 0.99 I� IA3 tPlio 1 0.851 -1.8 0.18 0.090, shank X Yus� 2X4 mod w20ga. fuunloo, ?"MW* VWSP choosing 00�16M W2020 91841 1 167 1 157 142 IN �.l 0.7 MRS I.W leola 1 0.851 .1.4 T-S 02--179- 163 167 138 126 -M.1 0.7 0.9 1.06 1 0,851-1.4 MIS 26 202 I 175 10 157 135 124 -69.1 0.7 a." 1.12 1 045 -IA MIS w 202 171 157 157 132 IM �9.1 0.7 Meg - 15-6- I 1 ME -15 0.18 35 198 168 166 153 130 120 �Mi OT3 1.01 1.19 1 O.W -IA 0.18 7.25 rtngshank nail 0 a 40 194 166 153 150 129 Its -%.I O.Is 1.04 -TH 1 0.65 -lA 0.18 45 191 164 152 148 127 118 �I i�m- 1.065 -712-2-2-u 1 7805 -IA 0.18 50 188 162 150 146 126 116 -59.1 1. ad -7-47 I -MSS -IA 0.18 55 186 161 149 144 124 1 Its 459A I AM 1.11 --T Im- I FS5 -lA OAS 60 184 159 148 142 123 115 �l M" 1.13 -15-1 1 sets -1.4 0.18 100 152 135 126 118 104 so -da.1 am I� i-as I am -1.8 wul. HardiePlank 5116 7.5 M0901 shankX 216- HD XO ' 1.5' long Ing shank nail sw nailed to WSP ZX4 mod or2Oga. steel burning, 7116* Duck WSP sheathing 8 0-15 1911 ISO 163 154 139 127 -563 07 MSSI I.W ,S0 1 0.85 -IA 0.10 20 198 175 160 154 135 124 403 M7 0.9 IM 1 0.0 -IA MIS 25 198 171 167 154 1 M 121 �s M7 0.94 =12 7 -rat; -IA MIS 30 I9a IN -im 154 130 119 -58.8 =7 -FM- -1-16- 7 -am -1A MIS 35 194 165 152 150 128 lie an 1.01 1.19 1 OAS -IA 0.18 40 190 163 150 147 126 116 0.15 =u -TH 775s -1.4 M18 45 187 101 149 M 124 115 -568 E78-S 706-5 72:� -1 Meg -1.4 MIS so 184 159 147 -M 123 114 -%S geT -'Um- -UF -1 OAS -IA MIS 55 182 157 146 141 122 113 a&e -F-w- -T-11- -iFe- -1 -0.85 -IA &18 oil 180 156 145 139 121 112 Sda Om 1.13 1.31 1 0.85 -IA 0.18 too 149 132 124 115 102 96 �s am, 1� i� h,eo I am -I.s 0.18 HardiePhink 5116 1 8 0.09W ShmkX .215*HD XO 1.5- long fing shank old Blind nailed W WSP 2X4 wood or 20 ga. steel fruiting, 7/1S*tWck WSP sheadifing a 0.15 191 173 157 148 134 122 -515 0.7 O.M 1.0 hs6O 1 &95 -1.4 -' 4 MIS MIS i 20 191 168 154 148 130 119 �s 0.7 =9 1.08 7 -d.-w -I MIS 25 191 165 161 148 123 117 =7 -FW -7.1-2 -1 0.85 1 4 -1.4 MIS SO 191 161 148 148 125 115 a.7 am 1.16 1 O.W _lA -lA MIS 35 107 159 146 145 123 113 �5 an 1.01 1.19 1 QSS _IA -IA MIS 40 183 156 144 142 121 112 �s MIS -- 1.04 2 77 7 -cro- -I j_1A MIS 45 18D 155 M 140 120 111 �s E-m- 7-m Tia 7 a.85 -iA MIS 50 177 153 142 137 118 110 -62-6 Mel 1.09 127 1 aS5 4 -IA IX18 55 176 161 141 136 117 109 �S MW -7-11- t5i- I Mats -IA _,A MIS 60 173 ISO 139 134 116 108 15zS Mas 113 .51 7 ZE -1.4 MIS 100 143 1V 119 111 98 92 �5 0.99 1.� 1.43 h>60 I aW -1.8 0.18 HardlePlank 5116 825 O.Ow shmk X 0.215* HD X I X' long ring shank Skid caged to WSP ZX4 mod or 20 go. Steel nouning, 7116"fluck WSP Sheathing 8 0-15 187 170 154 M 132 120 �7 0.7 MM 1.03 less I OAS -IA &IS 20 187 165 151 145 128 117 SM7 0.7 as 708 7 Zu-s -I � -Ci a 25 187 162 148 145 125 115 -SM7 M7 -- EN i .12 -1 (rn- ��4 MIS 18T 158 146 145 123 113 -6M7 M7 am 1.18 1 0.0 -IA MIS 35 83 166 W --f4-2 142 121 111 �607 0.73_ 1.01 1.19 1 MOS -IA MIS 4D 80 15 139 119 110 �7 M76 1. -1 M- -1 Mod -IA MIS 45 IN 77 154 2 140 137 118 109 �7 -1014 0.7851 1 . M - 1.245 - 1 M85 -1.4 FIB So 174 IW 139 135 116 108 �7 081 1.09 1 as 72- 7 7 -F9 -1- - (Lis 65 172 149 138 133 115 107 -5M? 0"" iji '1 29 7'9s -IA 0.18 60 170 147 137 132 114 106 -517 - 0.85 1,13 "" 7.3- 1 -1 0.85 -IA (LIS loo 141 IM 125 117 109 97 91 -W 0.99 128 1.,V3 11,,B01 I - IM 7- I let 0 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECr. RIG-2688-17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 infaMannesbardl&mm 2015 IBC, 2017 FBC 2015 IBC, 2017 F8C V STATE OF . ........ Allmable. Ultimate Design Wind, Speed. Vs. III Allowable, N..1ned Do, V..i`5. (3-secondgustniph) M;gUs apecifiedin[201618C. "17FBqSecion 1EXID.I.I.asdat.rodnedb, Figuses or (3). Appacabbownwirced, cpecifled In ex.,bons I !1fm&:,h3d[201S1W, sicing r. Product Product Thickness (Inches) Width (inches) Fatierrier Type Fast"Iff Spacing prairie Type Fastener Spacing (Inches) BuIlding Height! .2 (feeq B C D 8 C D Desim Load (PSF) EMBLC E'po K. r. G G" Hard]ePlmk 5116 9.25 (Low shank X 0.215'HD x 1.5* long ringshank nale Blind nailed to WSP ZX4 �d or 20 ga. steel framing, 7liVtWck WSP sheatung 8 (M5 175 169 -T 1" 136 123 112 �1.3 0.7 &as I.M hats 1 1 0.86 _a IA -Z MIS 20 6 175 6F 141 136 120 109 �1.3 C7 Me I.W I Om -IA 0:1-8 25 176 151 139 136 TI-7 I - 07 �.3 0.7 0.04 1.12 -1 -68-5 -1A M18 30 175 148 136 136 115 IDS �.3 M7 On 1.16 1 Om -IA CIS 35 172 146 134 133 113 104 �1.3 an 1, -mi, -1 FiS -IA 718 40 168 144 133 - 130 111 103 �1.3 an 1.0141 - 1= --- I MW AA 0.18 45 165 142 131 128 110 102 44A (1785 1:TE I� I M65 -IA MIS 140 130 126 109 101 Met 1.09 I� 1 0.85 14 M18 I IM 129 125 108 100 �1.3 am I.T -1-m- 1 0.851 AA CIS M11" 1 138 128 123 1(17 99 �13 am- 1.13 ul I I I Cast -IA 1 100 1 132 1 117 - 102 90 - �.3 a.% im I,ta I am -1.8 CIS HardlePtank 6116 9.5 0.090' shank X 0.215- HD x i.s. card ring shank naqo Blind nailed to WSP 2X4 vvead or20 So. Ste j framing, 7116*ttdck WSP sheathing 8 0-15 173 157 142 I� 121 110 �0 , 0.7 i= 1.03 Inset) 1 0.85 .1.4 0.18 20 173 152 139 134 118 10 �0 I Q7 I Me 1.0 1 ass -iA TV 25 173 149 136 134 116 106 �o C7 -1-12- -1 WE -1.4 1 MIS w 173 1" iu 134 1 113 IN -43,0 c).7 On 1.16 1 E Mm' -IA -i 178 35 169 144 132 I 3 I 131 111 103 �13 0.73 1.0 -1.19 -1 AA CIS 40 166 142 131 I 2 128 110 101 �o am I.G4 -1 am -IA CIS 45 163 M 129 I 2 126 6 1 108 lou �0 &M 1.065 1245 1 MSS -IA CIS 50 ISO M 128 2 4 124 I 1 107 99 �u 0.81 -1uYF -1 'F79 -1 -0178 5-5 158 137 127 1 123 2 3 1 106 0 �o am 1.11 I� I am -IA 0.18 60 157 138 126 1 2 1 121 1 105 98 �a am 1.13 1.31 1 Mn -IA M18 too 130 115 is 100 89 �0 am im I 1.41311P60 I GAS -1.8 &is HardlePlank 5116 12 0.090" shank X 0.215'HD x 1.5"long ring shank na16 Send nalledto WSP 2X4 wood or 20 ga. steel ftftt 7/16'thick WSP shea0mg 11111 8 0-15 151 137 125 117 7 106 97 �0 0.7 Om I I.M 1,1531 1 CBS -IA CIS 20 151 133 122 117 7 1 103 94 0.7 Me I.W I QM -IA MIS 25 151 13U 119 117 1 1 1 101 93 �0 0.7 0.94 12 -1 -07M 71-A WIS 30 151 128 117 117 99 91 - n M7 O.W 1.10 1 0.85 -IA CIS 35 148 126 116 I 115 97 90 �o an --- -4.01 - 7 .19 -1 -0.86 -1A MIS 40 145 124 114 112 96 89 �0 (178 7W -TM-- -1 -07AS - 1.4 0.18 45 143 123 113 111 95 He �0 0.785 1.06to 12� -1 CZ -IA MIS so 141 121 112 to 109 94 87 �o -part 7-m- -UF -1 TM AA M18 55 139 120 111 08 108 93 86 �o an 1.11 I.M I OAS -IA -i -IS 60 137 1119 110 IDS in 92 86 -W.0 am 7-- .13 31 -T.-- -1 '55 -IA C18 100 114 88 88 - '33.0 am 126 1.43 IP60 1 am -1.8 MIS Hardelefeurk 5116 6.25 Cow shank X 0.216'HD x 1.5' long ring shank naii6 Blind naged to WSP 2X4 wood crZOga. steel finanh g, 7/18'fluck WSP wleadding 6 045 283 257 233 219 199 181 1 -115.8 0.7 Om I.M1 hsSD 1 MS5 -IA - M18 20 283 250 228 219 193 -T8-9 177 .115.8 0.7 0.9 1 1.08 -1 U-5 1-4 -U D 25 203 244 224 219 173 41&8 0.7 0.94 1.12 1 CBS AA MIS 30 283 239 220 219 19 185 170 -115.8 0.7 J On 1.13 1 M85 -IA MIS 35 277 236 217 216 183 168 -11g.8 an 1.01 1.19 1 am -IA CIS 40 272 232 215 211 1 190 166 415.8 QM I.% I� 1 0.85 -1.4 MIS 45 267 230 212 207 1 170 164 -115.8 CM 1.1105 124F -1 11M -.1A T 7iB so 263 20 210 204 1 176 163 -II&S cital I.oa I zr I RM -IA MIS 55 260 225 209 201 1 174 162 -T6-0 -1118 -a M 1 111 IM 1 0.85 -IA -6.18 60 257 223 207 199 1 17q --ZIS -Til- -1 C� -14 CE18 100 213 189 177 165 1 146 137 -115.8 am 128 1.� h>60 I am -1.8 (Lie HardlePlaunk site 1 6.25 0.090, shank X .215'HD X0 1.6"long ring shank M16 Blind nailed to WSP V4 wood or 20 go. steel framing, 711W thick Wet, shealting 6 0`15 253 230 209 196 1 178 162 -me MIT Mn 1.03 haDD I Mae -IA - Us 20 253 223 204 196 173 158 .9Ze M7 as 1.013 1 4185 -IA 0.18 25 253 219 200 196 169 155 0.7 0.94 112 1 MM -IA MIS 30 253 214 197 9' '96 116 1'6 1612 fe Me 1 �; 1.16 1 am -IA MIS 35 248 211 194 :W2 192 163 150 '62 �a in 101 I CBS -IA 40 243 208 188 161 149 -MS -rm- I 11 lio I am -IA MIS 45 239 205 ISO 185 169 147 0.7m I T IN fMi.M27 -1 ass -IA CIS 50 235 203 188 182 IS7 146 �s I I Miss -1.4 -CI 8- 65 233 201 187 180 156 145 an 111 1 1 QSS -1.4 CIS 60 230 199 185 178 154 143 �s am 113 1�1 1 US -IA (118 100 190 169 158 1473131 123 - - . I 10 RONALD 1. OGAWA ASSOCIATES, INC. 16836 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92648 714-292-2602 714-8474595 FAX PROJECT. RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-5,12-7343 info@damealoardle.com AN 2015 ISO, 2017 FBC 2015 ISO, 2017 FBC 'Aj 44- -35 "- '0 Coefficients used 1. TIW 6 for V. Agmable. Ulifnnace- Design Wnd, Speed. (3-second IMst mph) Allowable, Norninad Design Wnd, Speed. (3�nd gust rnph) AppEcoole W raelhods .cedfleclint201518r, 2017 FBC] Secdon ISORI.I.ascleterainadb, 12015 IBC. M17 FBq F, (2) or m App� W spooned in Excepcons, I Vrcoh3d[23ISjM 2017 FBQ Secoon Wind exposure catewrAWnd (nane ory Sidtv r� Product Product Thickness (inches) I VdcKh Onchm) Fastener Type Fastener Spacing Frume Type Fasllwl Spacing (inclhes) Sultan, Heighe-2 (feel) a C D I a C 0 I Ali� Deslgn Load (PS9 EmB C Ecl) 1(6 K. a r�- HardePlank 5/16 7.25 0.090' short, X 0.216-HD X 1.5'long ring shank M55 Blind nalled to VVSP 2X4 wood w20 ga. steed ftenfing, 7/16*11tick VVSp shenthfing 6 0.15 231 210 IRI 179 163 1 148 -n2 0.7 0. Toct hew 1 7"Mal IA . MIS 20 231 204 186 179 168 144 -W2 M7 MR 1.08 -1 Mu -IA MIS 25 231 200 183 179 155 142 -WI G77 0. -I-V- -1 RES AA MIR 30 231 195 180 179 161 139 -nl M7 6-W 10.7N1-005 I -IF' I -EM -1.4 0.18 35 226 192 IT7 175 149 137 .772 6.7-3 I 1.01 -71-9 -1 MRS -1.4 MIS 40 222 190 175 172 147 136 -n2 R TV I. -I-m- -1 MRS -IA MIS 45 218 187 173 169 W 134 1 -W2 - 12461 - 1 0.85 -IA 0.18. 50 1 215 IN 172 166 144 133 _W2 0.81 1.00 IMF 1 0.851 -1.4 1 MIS 55 i gl? it 112 170 164 142 132 -wa 0. as im im 7 ON! -W misl OR 210 IN 10 141 131 MOS ". 1.13 1.31 1 Most IGO 1 174 1 154 145 135 119 112 -Tr2 Mw 126 i.,ca 1� I O.W -1�5_2 Hardieplank 5116 7.5 0.090, .1carak X 0.215*HD X I L"long ring shank calls Blind nafled to WSP 2X4 wood or 20 go. steel frmdng, 7116'thlk WSP sheathing 6 0.15 227 206 W 175 159 = 7-41 a`7 =7 ass MN IM hsW I aW -1.4 �16 MIS 20 227 200 182 175 155 141 -7�1 M7 M7 Mg MR 703 1 0.86 -IA MIS 25 227 195 179 175 161 139 -7CI %7 .7 0.94 1.12. 1 0.85 -1.4 0.18 30 227 191 176 175 148 136 -74.1 Q7 ON 1.16 1 MRS -1.4 RIB 35 222 189 174 172 146 135 -74.1 - Mn 1.01 - 1.19 1 0.56 AA 0.18 40 217 186 172 168 144 133 -74.1 076 1%7 I.Gl Im -1 ZOE -IA MIR 45 214 184 170 166 142 132 -74.1 -(Tm- I. 7.2-Z 1 0.65 -1A MIR so 211 182 168 163 141 130 -X1 1 Mg, 1. I. -1-27- 1 Me$ -17 -El-B 66 208 180 W 161 139 129 -74.1 as 083 4.11 129 1 MRS -1.-4 T-18 60 206 178 IN 159 138 128 -7tl OAS 1.13 IZI I RN 4.4 CL18 too 170 161 142 132 117 ilO -74.1 Rod 120 1.43 1 %S5 -1.8 MI8 HardlePlank 5116 a 0.090" shank X 0.216- HD X I.S* long ring shank nag 8 Blind naled to WSP 2X4 Ivood or 20 OR, steel fraordng, 7/16* thick WSP sheathdng 6 0-15 218 198 180 169 153 139 Bas 0.7 0.85 1.03 h96O 1 0.85 -IA MIS 20 218 192 176 169 149 136 B&B M7 0.0 1.08 1 ON -1.4 MIS 25 218 188 172 169 146 133 -B&B M7 0.94 112 1 MN -IA E71F 30 ii-s-79-76-9 169 143 131 _6&B M7 M98 1.16 -1 '0.85 -IA MIS 35 213 181 167 165 141 130 -B&B 0-73 1.01 1.19 1 ON -IA 0.18 40 209 179 165 1 162 139 128 0.7`6 1.01 JI.M Im I MW -IA 18 45 206 !T7 163 159 137 127 -O&S 0.755 lltS 1 ON AA 718- 50 203 175 162 157 135 125 -B&a` Mal 1.09 IV 0.85 -IA MIS 56 200 173 161 155 134 124 -BMa in 1.11 129 -1 1 CXN -IA 0.18 60 198 172 159 153 133 123 -S&S M85 1.13 131 1 am .17 71-8 100 164 145 136 127 112 1 06 m6&6 ON 1" 1,43 �l I ION -1.81 0.18 1 HardlePlank 5116 8.25 0.090, shmkX 0.215- HQ x 1.5- long ring shank na56 Blnd naled to VVSP 2X4 wood or 20 OR. steel frarning, 7116'INk WSP sheathing 6 G-15 214 194 176 166 ISO 137 1 �O 0.7 MN 1.03 ftsBO I aSS -1.4 0.18 20 214 189 172 166 146 133 -68.0 0.7 9 1.08 -1 'FF -IA 0.18 25 214 184 169 166 143 131 6RO (0 MR 1.12 1 ON AA MIS 30 214 181 IN 166 140 129 -amo a77 -Fw- -FIR -1 TWE -1.4 RIB 5 35 31 209 209 178 164 162 1 138 127 -B&O M73 1.01 1.19 1 MN -IA MIS 40 40 205 205 175 162 ISO 136 125 _6&O - RM - L04 - IM - 1 MOS -1.4 MIS 45 45 202 202 V3 160 156 134 124 -B&O mm I.m =IZ 1 0.85 .1.4 MIS 50 1 99 199 1 171 1 159 154 133 123 -B&O Mat Ijag lzr I RES 4A M18 _ 'S 186 170 157 152 132 122 Min 71-1 -ils -1 TOM- AA 0.18 6 6 a 1 94 !!!! 168 6 1L 150 130 121 -B&C -F 9 11-3 73-1 7-6.as -IA M18 ina 161 I;F2 134 124 110 IN -B&O M99 1226 1.43 1 0.85 -1.8, 0.18 HardlePlank 5fI6 9.26 0.090' shank X 0.216'HD XIJS'Img ring shank na. Blind nalled to WSP 2X4 wood "ZOOS. Steel training, 7119'69ck WSP sheaditing 6 0-15 200 182 165 165 141 128 -57.9 0.7 RES 1.03 hsW 1 0.85 -IA, - 0.18, 0 2 0 00 200 1'n 161 155 137 1 125 �ra 0.7 0.9 1.08 1 M18 25 200 173 158 165 134 123 -57.0 R7 094 1.12 1 0.85 -lA 0.13 30 r 200 2 169 166 155 131 120 �g M7 am 1.18 1 MRS -IA IL18 35 195 167 154 U52 129 119 �.q -r- 5 -Fm- --- 119 -I TO-5 IA als 40 192 164 152 149 127 117 W.9 7-u- -im-- -1 ]�::IA -FN -1A 0.18 45 8' 162 150 126 116 �A- am 1.055 i�5 1 Me, .1.4 0.18 so 186 ISO 149 144 124 115 �J) Met I.M 127 1 MRS -1.4 C18 65 184 ISO 148 142 123 114 -57.9 Rea, -=71-1 12m-B R, Z9 -IA MIS Ga 182 IN 146 141 122 113 �.B MBS .13 1 1 SO .1.4 0116 IM AN 133 125 IV 103 97 �.S am 11 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0*13 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-S42-7343 info@jarnesherdle.will 2015 IBC, 2017 FBC 201518C, 2017FBC Allowable. UW=te Allowable, Nominal Design Wind. Speed. Design VkId, Speed. (3-saw"Oustrilph) 6pecflWhr2DI5IBC% Applicable W rauthods 2017 FBCI Seci qecifted in Exceptions 1 i60R.I.I.esdatenninedby Uvoug! 3012DISISC, r20161SC,Ml7FSq =17�]Sccfion Fig=sIB0M3(I),(2)w ISOMI.I. Wind exposure cedeporyllMral esposure catelgo Siding 11. Product Product Ttddm 555 (Umhes) Writh (Inches) Fastener Type Fastener Spacing Franne Type Fmaeruw Spednq inches) Building Height'-2 (too) a C D 8 C D I A%� Das`ge Lead (PSF) EMB ExoC ExpD1 J 1�. GC6 w 0.15 197 179 163 153 139 126 1 -55.2 M7 0.85 103 hsS0 I GM 4.4 MIS 20 197 174 159 153 135 123 M7 0.9 1.08 1 M -IA MIS HardlePlank 6116 9.5 0.09W shank X 0.215"HD X I long Blind m -led W Wwood or 20 ga. steel frarning. 6 25 197 170 156 153 132 121 M7 am 1.12 1 Mlifi -IA MIS 30 197 167 163 153 129 119 0.7 -F'w- --- 1.18 -1 2AS -IA 0.18 35 193 164 151 150 1 ZV7 117 �2 1 - 1.01 1.19 - 1 MAS -lA MIS 40 189 162 149 147 1 6 126 116 R M76 1.04 T=- I MKi -lA 0.10 JV ring shank nag a WSP 7116'thick, WSP sheathing 45 186 'GO 148 144 124 115 �2 .786 7-m 72";i -I `cM 4A ale 50 183 158 146 142 I 122 113 -S&2 Mal I'm I� 1185 A .jA MIS 65 181 157 145 140 1 121 113 am I'll IM 1 M805 a 315 .1 4 -1.4 MIS SO 179 155 1" 139 1 120 112 -!iiLi! M 1.13 1.31 1 _IA -IA MIS MIS IDS 148 131 123 115 102 95 -M2 Mae 128 I.Q 1 Met -1.5 0.18 . (M5 77-- 3 157 142 13�4 121 - 110 -CsI M7 085 IM 1h,60 1 0.85 -IA MIS 20 173 162 139 134 118 108 -43.1 M7 as 1.09 1 MSS -lA M18 Hard[ePlwk 5ils 12 Maw Mank X 0.2l5wHD X IX long Blind raged to 2X4 Wood W20ga. steel hearing, 6 25 . 173 149 137 134 115 106 �l M7 0.94 1.12 1 0A5 -IA 0.18 30 173 173 146 146 134 134 1 104 �l 0-7 Mae 1.16" 1 Q85 -1.4 M18 35 '= 69 169 44 144 = 73 2 132 J� 131 1 f13 Ill los 1W �l 713 -TM- -I -am -IA MIS 40 166 -r63- 142 -T4-0 131 -T3-0 28 110 101 -43.1 an w- 7m- 7 To- -11A M18 ring shank eats WSP 7/16'tdck WSP sheabrinig 45 -T6-I -- --- 126 1 IDS 100 �l - MM - I.M - 1245 - 1 - 11.85 -1.4 IL16 so So -- 738 -T3 72 8 1 124 107 99 g -43.1 am 1.09 Ix 1 MaS -t.4 MIS 65 759 7 -T2-7 123 106 99 �.l - am - 1.11 - I� - 1 0.85 -1.4 MIS 0 a 6 6= r 75 7 -i 36 r26 I 1 121 105 IDS 98 98 43.1 0.85 .1-3 1.3-1 -1 (185 -1.4 MIS loo 730 , - 101 1 89 �l Mae I I� 1 1.43 W�17,Zosfl -1.8 10.18 1 1. Building height meaut roof height (in feet) of a building. eoncept that eave height I of sional. 2. Uncar interpolatkan of buflding height 0 60 ft) and wind speed Is perrafteeL 3. V. - uldowne design YAnd speed 4. V� - norninal design vAnd speed 5. Nnd speed design assuenpitions per MaWcad Method in ASCE 7-10 Chapter 30 C&C Part I and Part 3: K-1, &-0.85, GCp�l A OKSS, GC��I.8 (h>60). GC,=0.18, 6. Fastener Ienglh shall be suffident to penetrate back side of the MP sheathing by at least IM ter nab or 3 full theads for scv� UMITATIONS OF USE: 1) In High Velocity Hurricane Zones "Z) Install per Miand-Dade County Florida. NOA 17-0406.05 fjGAWq V,,VND. 6" 1 : I "C' 12 HardiePlank- "-7-10 Lap Siding Ln, JamesHardie EFFECTIVE MAY 2016 IM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSO PRODUCTS Viisitwwwhardieinstallaton.com for the most rewntverslon. SELECT CEDARMIUL! a SMOOTH 0 CUSTOM COLON[W SMOOTH a CUSTOM COLONIAL7 ROUGHSAWN CUSTOM BEADED CEDARMILLO e CUSTOM BEADED SMOOTH a STRAIGHT -EDGE SHINGLE PLANK IMPOFFrANT'. FAILURETO INSTALLAND FINISHTHIS PRODUCT INACCORDANCE WITH APPLICABLE BUILDING COIDESAND JAMES HARDIEWRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ON1Y WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE- PRODUCT INSTRUCTION& INSTALLATION OF HZ1 00 PRODUCTS OUTSIDEAN HZIOD LOCATION WILLVOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE` APPLIES TO YOUR LOCATION. VISIT WINWHARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARIDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS OUIDOORS INDOORS Store flat and keep dry and covered prior to Installation. Installing siding wet or so etwindwilblmdustav4fionnuser 1. �r =ffe: 1. Cut only using scare and snap, or shears ( el c o im matic). manual, ectil r so saturated may result in shrinkage at buld cfh� 2. Position cutting staflon In well-ventlated area joints. Carry planks on edge. Protect 2. Use one of mellfccis: a. Best =MV edges and comers from breakage. James P. Sun (manual, electric or pneumatic) - NEVER use a pavver saw Incloors Hardie Is not responsible for damage b.Better. 1. Dust reducingdmularsavvecoped win a -NEVER use a circular m blade Mikes natcaWthe Hardiel3lade slav bledelmdern caused by improper storage and handling HardieRade' savr Ueda and HEFA vaotarm admcfion - NEVER dry meep — Use wet suppression or H EPA Vacu u in of the produ c. Good 1. Dust reducing circular saw Wth a Hankillade m blade (oryuseforlwomoclocatcoulfing) hilortantNote: Formadaluin protection PAW respirable dust pmduction), James Hardie recammends aMays using'Besf-level wifing meftcbMem feasitle at�.jarrieshandisoluntDhellayou determkieftmagappmpd&aAHMffeMforAff job requIrementstf coacemstillaftabouteguesurelevelsoryou 6DnDtowWwitteabompwkmyoushouU~cmmtaqtaffiedhxk&WhygeWa=WJ�Hatdaforftatubbmatm. GENERAL REQUIREMENTS: • HardlePlank! lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. D.C. or directly to minimum 7/16 in. thick OSI3 sheathing. See general fastening requirements. Irregularities in framing and sheathing can minor through the finished application. • Information on installing James Hardie products over foam can be located In JH Tech Bulletin 19 at www. lamehardie.com • A warter-resistive barder is required in accordance with local building code requirements. The water -resistive barrier must be appropriately instal led 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 HardleWrap` Weather Render, a non -woven rion-perforated housewraW, 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.. Figure 1 Double Wall S • Do not use HardiePlank lap siding in fascia or trim applications. Construction Cd=aoln • Do not instal James Hardie products, such that they may remain in contact with standing water viater-resMire barder let -in • HardiePlank lap siding may be installed on flat vertical wall applications only. PlAvood or 24 In. o.c. • For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing wall is significant in length, the designer andfor architect should take into consideration the coefficient of themnal 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, ofl/alkyd base paint, or powder coating on James HardleO Products. INSTALLATION: joiNTTnEATMENT One or more of the following joint treatment options Figure 2 Nail line of nail line Is not are required by code (as referenceo'20019 IRC sold present place woaiag) k� M. fastener A. Joint Flashing (James Hardie refornmende4co betwen 314 In. & I * from B. Caulkng* (Caulking Is not recommended W faIsr % h from top of planki for ColorPlus for aesthetic reasons as the der a of Caulking and ColoMus will weather differently. For the same reason, figgring do not caulk nail heads on Had a- GolcrPlus products.) Her diep0suong C. 'H" jointer cover Note., Field paldrig aver caulking may produce a sheen difference when compared to the field I For additional Information on HardleWrae Weather Barder. consult James Hardie at 1-866-4 to the State of California to cause cancer and Is water-resieuve bonier ,Z fastener Instal a 1114 in. starter ship to ensure a carisistent plank 0910 gap belvmn planks and tim, then mrk.— *Refer to Caulking secidon In these Inuatructions. and NIOSH to be a cause of cancer asthods-nevardrymap. Forturtherinformallon, refer FAILURE TO ADHERE TO OUR WARNINGS. MSDS, AND HS11119-1`114 05116 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing lOckout Flashing Slabs, Path, Steps to Siding Z-Flashing As V . d n4lix4h Mill. % in Do not �iulk Figure 7 Figure 6 Figure 9 Rgure 10 Figure 11 DecktoWall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry I VI/ Z-F] hing V6In. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension 11 11 FASTENER REQUIREMENTS '"'r I Blind Nailing is the preferred method of installation for HardlePlanke lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunclJon with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may he done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitaft 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 11/4 in. long x 0.375 In. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing - Er & F Panelfast! nails or equivalent (0.10 In. shank x 0.313 In. HD x 1-1/2 In. long) Nalls must penetrate minimum 1/4 In. into metal framing. OSB minimum 7/16 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 15/8 in. long x 0.375 In. HD). FACE NAILING Nails - Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nall (0.09 in. shank x 0.221 In. HD x 2 In. long) Screws - Steel Framing e Ribbed Bugle -head or equivalent (No. B-1 8 x 1-5/8 In. long x 0.323 In. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing EF & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-112 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)* C.C. ma,% Sw 24' I� O.C. in= Figure 15 Figure 16 114 In. min. Minimum overlap ovadalla for Both Face i i Nall Une and Blind Nailing 4 InA In. — ------- i i slim slea min. 1 114 In. J_ 0 face nail Overlap watermsistive wear Reaislha Obamer I 1W min. Barrier M,d,p 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 9 1/4 in. wide and fasteners must be 12 In. o.c. or less. Also see General Fastening Requirements: and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardlePlank" Lap Siding. HSIII194YB4 05116 GENERAL FASTENING REQUIREMENTS Fasteners must be comosion 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 HardleO products near the ocean, large bodies of water, or In very humid climates. Manufacturers of ACQ and CA preservalive-treated wood recommend spacer materials or other physical barriers to prevent direct contact of AGO or CA preservative-breated wood and aluminum products. Fasteners used to attach HardleTirlm 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 IBG 2304.9.5. • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design whid 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, HareflePlank 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. "Mme = 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 seffing 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, olValkyd base paint, or powder criating on James HardleO Products. James Hardie products must he painted within 180 days for primed product and 90 days for imprinted. 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 pdme all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULVJNG For best results use an Elastuimedc Joint Sealant complying With ASTM C920 Gmde NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM G834. Caulking/Sealant must be applied in accordance with the caulking1sealant manufacturers written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS0 TECHNOLOGY CAULIUNG, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie@ ColorPlus@ products. During installaflon 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 spadngly. If large areas require touch-up, replace the damaged area with new HarrfiePlank� lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges Into him where possible, and caulk. Color matched caulks are available from your ColorFquso product dealer. • Treat all other rion-factDry 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 ads! ng 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 Hardie Coloflus Limited Finish Warranty. PAINTING JAMES HARDIEO SIDING AND TRIM PRODUCTS IMTH COLORPLUSO 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, oll/alkyd base paint or powder coating on James HardleO Products. • Apply finish coat in accordance with paint manufacturers written Instructlons regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS1111119-PY4 05/16 -AX�f 9 COVERAGE CHARTIESTIMATING GUIDE Number of 12 fl. planks, does not Include waste COVIWGI A11A LISS 011NINGS HARDIEPLANIC LAP SIDING MDTH SQ 51/4 6114 71/4 7 W 8 81/4 919 9112 12 (isQ=1oosqA) (exposure) 4 5 6 6114 6314 7 8 8114 to aR 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 6 125 100 83 80 74 71 63 63 47 6 150 120 too 96 89 86 75 75 56 7 V5 140 117 112 104 100 as 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 T38 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 176 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 168 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 261 271 238 238 177 20 500 400 333 32D 2q6 286 250 250 186 This coverage chart Is meant as a guide. Acbual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product C 2016 James Hardie Bifiddirg Praducts. AU 69W reserved. Additional Installation Information, TIM, SM, and 0 de ncte trademarks or mijistered trademades of Jaines Hardie Technology LinnRed. 0 Is a reostered trademark Warranties, and Warnings are available at of lames Hardie Teckdogy Unfied. www.jameshardle.com JamesHardie Par*W is a re�stftd traderriaric of Fr&F FastWng Syslarrre. I= H HS11119-17414 OW6