Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TEST REPORT
I Intert k Ee REPORT NUMBER* 3148104COQ-002 ORIGINAL ISSUE DATE:, May 30, 200& EVALUATION CENTER INTERTEK TESTING' SERVICES 'NA LTD. '1500 BRIGANTINE DR'IVE-- CO-QUITLAWBC, WK7CI 'RENDERED TO JAMES HARbfE BUILDING PRO ' DUCTS, INC. 1*1' ELM AV'EN'UF-*:. FONTANA, CA, 923.37 'PRODUCT EVALUATED: HardiePlan,P-A and HardieParieff Fifer -Cement Panels EVALUATION .PROPERTY: Structural Tqs.ting .i eport of HardiePlank" and Haidieftr�el' Fiber -Cement Panels requirements of the io11,bw1n'g criteria: 1C.C-ES'AC90, Acceptance Cement Siding Used as Ezterldr-,Wall Siding, approved October Transverse Load Fib' AEOF n This..'repbrt Is -lbr.the exclusive use of Intertek's Client and Isr.provided;,pursdant to the.hdre&rhefit between �TnterMk,and,lts, Client. tfie, any'. inteack.'s re�ponslbility,and liability. are limited to. , .,terms and� conditiohs-of the,"agreement. r4ertek, aiibr'het, no', 11a"b'"N'ty''IL party,other than' 6; the"Clieft in accordance with the agreement, for any.lbssr expense or'damage 06caslorieq..by the'use,tdthis report. Only-the.0164 is'6uthorized'.to copy' or digtribut6 th,ls'.reportand then on1j'in Its entirety. Any-use-ofe the Intertek name or, one of its marks for the sale. or advertisement of the, tested material, product or service must first be approved In. wi-!tfng'.,by- I intertek. The observations and test results in this, report,adre rel.evant,o6fy to the sample. tested. This report 4k jt$61rdobt not ilpp-/Y� that ?at thelmaterial, prpduct,,. or service Is or has ever been under ,anDte,ftek cortiflcation program. _ .- .°°°_^'~..~^.--^..... ............. ..-+....... 3 �� ,3 DU��hq��sL-+^ °,~^.''+='�~~~'~^^~~^^-'~--~-^-'—~~�''-~`'+ __ °~�"=~.",;*'~`°~~.. ~..� `~,. ,. 4S^ -~+ ~`^ -`, '~�-,_~~._`^—.^,-.^.~._.".....~~''~,~, 3 ^ . �-^'^^'~--`^--'~'~~^^ ~�� - ' �~,~-'.-,~-'^_�`-^~��'� =-'` ! � ^^'rr-''^-'r~°.......... ~...... ......... ` � 1�6 ............. ^'^~^'~''~'^^~'~^^''-^`-~~^^^ l�/��Te�f��t,......... ~.='^^.^~~.^~'.,`,`__--__'-�--_�.�Ap���� ^,p��p�n~»� ,r~r~~��'~~' ' ' F-~r~' W H Lintertek- REPORT NUMBER: 100717048COQ-003 ORIGINAL ISSUE DATE: May 1, 20I-2 REVISION DATE: May 24,o2612 EVALUATION CENTER, INTERTEK TE'STING-SERVICES,NA LTD. 1500- BRNTINE DRIVE ' I V'E" C,OQUITLAM, 50 V*`76-1, RENDERED TO JAMES HARDIE ' BUILDING PRODUCTS, INC. 4,901 ELM AVENUE FQNtANA,QA 92.337, PRODUCT EVALUATED- HardibPlank6, and Hard EVALIUAT'10N`P'NOPERT Y_: Transverse Load I Report of HardlePlankS and, HardleghingleO tested in A$7M E330-02(2010), Sian,d,!,rd Test Method for Structuia Ext&riorWndow$, Doors, Skylights an.0-CurtOM Walls;by i Pressure Difference 7his report is for the. exclusive use of lnterteks Client and Is proWded pursuant to the agreement.between liiicridk; and, &rji6ht-, 1htpftek'§4re4;pbnj1bWty and liability are limited td'the' ierhJsand-c6bdit1dns of Me"a element. fhtert6k- Um n- jr ats es 6 lidbll[4, -ta any __l �d,16 1 1, - , - � o.thd,r:tha'n'to.',the Client'in,acccirdance �Vlth the ajreemL-nt,,.fbr:.jny,1o_,;s, e.�penk-,or.damage occa�pne teport, Only theXtiqpt Is adthorized to copy or distribute tPls report- and. Men only to its entirety. Any use of iheln&rtek, name one of Its marks for the sale' or,adVertisement of the tested- ma"teria 1 1, p roduct arservlce most first tie - approved fin wri . t , ln6 riy Intertek; The observations and testresultsIn this report -are -relevant only to the ' si�knp_ le tested. This r*dgor,t by. -'Itself does hpt Imply i6t the ma"fer[a!,'pAodUct. or service jsbr has ',ever bee under lnieriek�' r 'ticin nder .. cc tffik.a mgrogrom. ITbolq.of � 1 ^~'~-^^^' -'~^^^'~`^,^'+�~--~^�~---`'^''^''~''~'-'-'-^`'`_~^',^�� J2~~`,"~.~,'"'^~°_,° ........... ^~"^-...�^"~..~.~'..~~...~_.._^^--..~~,-_3 S, -^.`--'^^-~^^~^^l''...'-"'_^r,'`"'`~'^°.^.'.,~^'._-°'.~^—..~"^-^,,.,`.°- O ^~°^ =eg',plese'W"O`.+ ^~° ........ ,............ .^.,�-~w r+~Z. ~�=^ '°"' *ww,^.°°+................. ~-.......... .......... �.=~.`o, -4, T69tlfig /n'«d .^°~.~',-'...... ../',.^^^--.—`~^--~-~r'~~+'~°~~~~�� ~ . 4i1. _ .�""�°"'"vu '+~'--^--..+�,�'-,"�~'_'~^,^~_'~.~,^~-^^^~=^~..a 7[ctnsve������d`-^ _.....,~-....-..~-......... �} ._+^_~,.~^"~~~.-."+v.. ~^5, ,5,',.'l" . And ���'.~+.^~��..,...-'�°".,.^.,.^_.-^.-``-...--�,~-,^=.,A t. ......................... . '^.'..'-^+r^..^.^`'~.a._~-~-........ .......... ._'6 T[atisvelso,Load Te�(/}ct3'~^,...................................... .............. ,^..^.-12Pcqcifs ReVis nlary...................... _^'j,`~.",.'_~"'~'-,'~~r~*�`,,'^~'~^```^','°'°~+~.+`~�~^IPage PROJECT RI.0-2577-1 6 ENGINEERING EVALUATION, REPORT FOR, ATTAO-HINiO, JAMES HARblEo BRAND FIBER-CEMENT PLANKS TO-VVO'0D--6_RMETA.L FRAMED : WALLS, WIT H VARIOUS,FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC, 1.0901 ELM AVENUE FONTANA, CA.92337 TABLE OF CONTENTS PAGE COVER PAGE EVALUATION SUBJECT '''SC.- .2 EVALUATION''! SCOPE EVALUATION PURPOSE REFERENCEREPORTS -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,:qOE.FFICIENTS AND PONS.TANTS,US,EDlN D TER -ANDp 8 MINING ' V 5 TABLE 4) ALLOWABLE 'STRESS DESIGN C&O-PRESSURES EXPOSURE B J6 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE-C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C:PRES�SUkES EXPOSURE D ..6 TABLE 7,,ALLCiWABLE WIND SPEED (MPH) FOR. SIDING HARDI'PLANK E 7-12 LIMITATION801F USE . AS PRODUCT VALUATOR, THE UNDERSION.ED. CERTIFIES THAT THE LISTED 'PRODUCTS _,ARE ,IN Q COMPLIANCE WITO. THE RE' UIREMENTSOF THE ASCE 7 - 1.0, THE-2014 FLORIDA BUILDING, CODE, AND THE Z0121 I'N,.T"EP,-N-,A*,TlO-,N,AL,,BUI,LDING CODE. PREPARED ,BY: RONALD, 1�,.OGAWA &ASSOCIATES, INC,, 16835"ALIGONQUIN STREET #44 3 HUNTINGTON .BEACH, CA 92$49 714-729Z-2002, 714-908-11.815 .. 'FA FAX X J AMES'HAPU I E-8 WL . OiAo t 1300tjtt . 8;*o 188&542-Z3A33 -info EVALUATION SUBJECT, Win :Hazq Ffaq, 40, .i�ll "4:Ffo •20121nteriiattonpl',F 1d1rqCod60 EvALLiATtoN-.PURPOSE: or ss gsi� is is *0 inax1rh ad I'fesislad by an asscrab�ly Prevail Lbp}!sldln faqtq�qdlqv�. ornothl,fromtN Mh I UM 009n4iudo �gusfV6d$peqd'tq,,b1 "is ;REFEftENCS:.REFOjR-T,S,. Panels qwjml� ok, %JAMEEi HAR&fE;B'UiI1DiN0,PR6DUCTS; iNL in10, 6 janneshardia,c6in TEST, RESULTS", Tivinivom LOM TOsVrm- R6NALp,l.--6GAwA AS861CLATtg,IN6:, .i6835'ALG0NQ U I USTREET*441 kUNfINGTO N-`6EACA%CA 0 2699 ,4,qQ4-18 5.FAX. 'RR0JECT.',Rt0,-ZFt77-1.51 Repott Number 31481164C00-002 211491 bt&wtb iiidllii *�C' 63 .1 TestAga lAterteK Intertak" Inteftek Intertek Thickness (In) 1 0.3125- 03125% 0.3125 0.,3125. Width (in.) .25 51 US 0;25- PrSmes,Tyo :Wood Z x 4-SFF C)SI3.sheathing Wood 27,x, 4"ISPF 0SB:sheathirlil Wood SPF' -wI-Ji I w OSB sfiaattjng Wbbd'2* x*,irSPF 7116* ShEal fi, Iro- Framo,Spadingi.iin.) 12 12 4 waforh6ad s'-M, i "Strx-PoW HD #8yrdrerhead'screwJ; 1 518' x'0,375"LID Q ring shank Aft 40 nind,'shank, siding P.GPD"X Fastening Mo01oe'Blind 1lalled-to'QS8 Bond naked io0SR__ Slind 6alleV110,030. Slind,.6aHaA:io0SB. Ultimat6:4oad (PS4 310A 152, 198. DeslO Load, (OW 103.5� '46.3, =71 66.0 Effective Tributary Area (R '0333 0.667 '03119 0192, Fiislatiiir Loa6 :as teited (r6ffa L 3,44 Arfjusled.vdi,lhdra" deilon load . 35,131 Net Fastener Penetration (ln),p 0.437 0.437. Wood 4.70, '010: Nall-.8riank oliampler: CM,)-.q Wllfildnrwall,derjgnvalue pepNDS 2Q12'ort$R-1 S39-,tRAh.-pe'n6trai1on1, fu 509, solo" I. ivlWwwaoiu Fv,,rqn, two mqe)prn;rnvp trom wumaie toaa arwoen oy a i4clor Of satety ;or,a ;, Sta.rhdatdSpedrkatibafor Glade 1j, Type A,Mari plat shidh;- 3:,An, equivareirit specilic gravity of OJO,forring shank nails Installed on OSS is recommendeftY APA fT=039d. - servallvd 6pe )4611 bn used. For a1111 Cases Is calcuiawd W.- Co W';P` *ipre;, Co-71oad duration faaoi Or ND-'-'-2012'tabIe,2-.3;2 ibr Wirldle6rifiquakb load =A'6- Y.V = YAlfidrayral Aesigh value, calciilaledper NbS-20 j 2 or ItSR=1539, whicheverapplicable i no embedment depth, P:;=.ia I le ! einbidrnel' h"! iftih z 0.699 Inch buti. 0..375 inch for'smooth s'6nX n21ls;NDS-2b12-qqUau1on if 12= )Isusedtocat&la1eL%vithd4aaId ' iisigrivalde, D 'Whom, pec.Ac,gravily Per Ta011q,!f.',9A D = nail in When Is Iessfth 0:Q69inch, br, in jjifgshPh. x: , naiisi the-4hilpi"i dosigh'vaftiatwe're obtained f(dril ICC-ES ES01639 driwal load 13,sQmparadwilh the jAmttfiAAbit-,6uiLDiNG-PRoDu.cT.s,,imc, 886 -54246 46 in . fo�6�7 64ic cam pisi, h Idad:r ulititnate JAnA - faelnnn27nnd (inches) j LL lrj D'U' 'rA 4 � K � W fl�- — '� '� 11, < VEz O I ;,310A- 12- 0,333 403:5' -34.51 0;25, 12, 0.4,17, .13D.6 �33.0 12: ww -66,3 427 12 '0.521 702-3- _32.4r —12 7—AF*3 X -66 42'Q 42 0483 -5-4 41A 138;8- 7-7- 2, 7- FeeT - A6.3 -30T 12 Tse%, i -446, 12 12 VMS � -31.6 w2813: fe6Vde*jOqlobdtn eadi fastener-w1jil ba kpptdonslant.. 8yd6ing so, Hip allowable design concealed (bIfindmcrew)'at 12-0.10. to WSPAbittiffig only .'(&siqniir spe'CIOQ)1144) - (t5.26AM) X 12j1144 = O.333 s,q.(L, (IS 46.3 pst 'lastener Goacinj)II44) = Q1 25-1:25) X,12)1144'z 0.567 Sq.11. { 6116j-=306`0'ilndg Ihelvrolests based on plank,WAh (wndifion8( iiod by;R-roajd4ufaryfor the. dondifioln lo'ba,tt�utated M*16n-Wads,Sasedlon constant FpstenoF Lqadi 4� rip �shiink F' r.;8.25 fiiCli 40,14ardiL-Plank: Desigriload uIllmale,fallurb loa&FOS'='-jS2 OSf/ 3'= -50.7,jjSjr Sf6ave 6bukity., (tpl�kwidlh , . . ', . Q&144) ='((0,25-1,24) X,8)1144 OMQ pq4lt. Posterior loadbalgo Jobd-X,iftutorylarea '�:66�'X-6 �Sq-�19.7 IbS: fhe;iqsteniii lbjd& i6i� ail olhei toad ak'61ii ed 6116viaWe4 qri�loaa� ncKI�ad'hitied" 6,ondltiondiifiiied' 6yar� asi 16sto 1 tributary for Me wridition tobe caikulatod l4ardife nI Ob k 'rWINth - I. A fi;25 '1 '8.T 725 8 '0,333, -59.1 A 9.7; -0t� - 13,347 4W.7- AV. 8.25 ..152 81 AMP - -19.7; 4A+4. -44:3, -19.17, .0,458 -43:0 -19z7 12 1 0:597 -33.0. -1 EQ7 idth were caig Width H�Iridoplank Width . Ow .:js, 0.250, -77.2 'a, A281 -68k -11U., 18.25. A So 0; 0.292; -66.0. -19. A"s, 9,261 A333,... -57,R 49,3, :6 0.344' -56.1 -18.3 -12 6, 0A48 -43A -119A A siding Jialll (I �5,! . .21 d� — 1 1 _,;�0XVW S") '�steners�,conOaled (Pllrtd n4it),at�s,,o.c..wwsp-stioatnin!g only 01. 3 —50:7,psf 257 12 )-X 10 =,G:292sqi% jot IDGAW� NO' .61(r-w ^ 4 .JAMEt'tiAR-dit,BUILDING ,PRbbU�,-T-S, INC- 1,66-542.7'14,� ' ' ' 1. . thfd@IaTreshgtdie'.com- R - ONAL'Dh�_OGAWA ASSOCIATES . ;: , I . N G. 71 4, 2924602 PR OJ6bi!--,RIO4577:I6' DEtl-GN,WINO,LOAa.,PROOtOURr:s,. tdad.caOacity) Is determined via c .�Oot ns%rers*l611d;M4dn8 Via the lronsvefse'iodd.16 - aft; compbfi 61a *n transverse R6t standards. 00�w6le destjri Id6dAs'deienhfned'basod d4afacto ftivOrsa , of 3appligg-to the altl(n,41klesl load' Since ' the,6116 m'bla design 'load is " l5aidd onfactor 3; An&jablb ce'm'e'n'l'sjc'fi`nq.coirelafe dlie* io reqored'de�,gp pressuf esior.Aliowable $0e4beOjn.-- and uld be u* m used 0 Wci�- , * " f, a Wql$jre,�� , Osl Ntqw_ go (A thetested 'aj bi desi ed-% t ure for ttit6 analysis 16 dstCjljM 6, the load combT4blIOr;,vAb6In d&crddn:e,Mb.ASCE.W`IO.Sk6" 24'wm irloi tijdin '41OW4b4 *71g -.7 L d jD-o—. "n e to D.6,-a lied-ioltheWna-ye n oa 41natip :Tui koloadfac r.pf Wl. vbk?city."ssure ,K, e Wind pirecConailly, factor V: , basic Wind V=W, &.2014 - ISC; .2014-F . R640i 1$004 (3. 04: ASCE7.40 V.1§0 USil&o9:or-O r ir_p .P(Rducl ol"external presmirb coefficient -and OU61 ffpcffacio - Ocr, , produq of"Intemal pros4!jrdcocfflc!Ont"6ndg4$t.,ef(i'ct fpci6r p ,TO CrcreMiae do. Eqyoflan 4; P=0.0'0 258-ki- 40 =GC P. ASCE-7- 10: s6&bn:Z.,U, _(o6d.poOAinollqp D dead 1664 W,Mrid44a'O'Q644 clap to vAnd pross.ure) to d1tom r, eqjaupp,14 4U4011 .711; qsed to pqpvqtq' Tp&d 4j. 4 ,T6 APAticd,W. to me!hods-SOcified in Excep . p9.0d Table T, qpAfy&r convarsi6ni formula below,, 1 1, vi�. Iran zoIJ ISC &.'0014 Vk,'Abinlinal design oust mph)., '(rar 2012 facs 2014 K,, 5 Heighl,M), &PC( 'ft,D,- Kr. I Xq, GCo, ,GCj 0-15 0;7- eM I.Da - 11160 11 A05. _1:4l 016 0.7, 0.9 1 .0.116 -1,4 0:18 25 0.71 .,0:94' 112 ill I 0M, 4A -0.10 30 V.: _AA8 TIG 0.85 _A.4' ,0,18 0.73 1.01, 119. 1- OAS -1-4 0,18 M76 1,.04. 11;22 1 -U6, A A. - AS A755. . 05 1.245 :1: '0135 =1c4 0.18 60 0.91 VOG 1:27, 1 OW.. AA OA8 55 Or83 1.14 139, A4 0.16 -60 0.85 1' 13- 1.31 - 1 -0,85- 4,41 0318 100- 'O.4N 1-.26- 1.43- _11>60, '0.85, AB �vw»Y�o�on�.C� -74-9 50 -26,2-. -!28.9. -31.7 -346 .37.7 444.3 -51.3 -67.1 -7517 79T -104:8 1 5 A15. 6- JAMES.'HARWE BUILDINO'PkODUCTS, iNe. 1488-',542=7,343 RONALD L OGAWA ASSOCIATES, INC. 16,66.�4GONAUJN SfREET*443 HUNTINGTON BEACH, CA 926,49 7'i4w292-2602 714:968-1 615 FAX PRdJEGT:. R10-2617-115 Table,7-,�AIIOWable Wirfd:Spqedi(mph) for HatdiePlank Lap Sidirig,(Ahblyt/dalfflathold in-ASCE. 7.10 ChapterW C&C-Part 1 and Part3) 201248C,,2QI4F9C 2012 IBC, 2014 FBC - v _. % STATE OF LORVID x, AV Coefllthmts uso'd InTibli 6-taitufations fat V� Alkiwable, Ultimate DeskgnAMInd, Speed, (3-second gust mph) Allc%va5le, Mornjin;1_ Design Wind, Speed, (3-second oust.mph) to 2014 F80J Sell on 1609. I. 1, s 6terriiined by [201216C,1014 Pki Figures1609A,13. V C, A00cablo to *Oiods spec"Ped in FXCQPtl047s 11 Uvouiih3ojt2Oi 2113C WOO exposure category Windle posure category sidft product PrcidUcl, ThliAness , 'Oncheq 1 Fpstpnor Two Fostoriv spacing Frame Type rpstener, Spacing 11 Bu; ding kelt;ht'4 '(reet)'; 8 C D 8 t D own Load (PSO Exp'13 _Kr Exp C 'E*'D Y" I r, I vxro uci HatcliePlank 5WIM 5.25, ho.'8 xf- 'S/0!onq,x OmVs"Ho ribbed wal,rh,ad screws Blind Screwed tOM' P 2X4 wood 'Or 20 ga, steel framing, 71W thick, sheathing 1 12 0-15, 268 243 221 207 188 1 171 -7103:5 0,7 0,85 1,03 h�0 1 0. i_85 Oia .20 .268 '236 216 207 183 1 .167 .103.5 o,7 , 0.9 1:06 1 0,85 _14 -IA 0,10 .25 269 231 212 .207 170 '164 1 =in$ OJ 1 0.94' 1.12 1 OFSS: A-4 016 30. 268 1 226 208 207 1 175 161 -103.5 O,T 0.9411. 1.16. 1 0a5 -1.,4 0.18I 35 262 1 223 205_ 203 1 173 ISS -103.5 OJ3 .1.01 1,19" 7 0.85 4.4 OAS 40 .'257 1 220 203 IM 170 -7-5 1ST -T-2 AMS 0.76 l,04 1,22 1 Oas .1.4. 0.18 '45, 253 1 217 201 196 7531 o785 TO =-m -1 5:85 -1,4 .0.16WSP 50 249 1 '215' P39 193 166 154 -103.5 0,81 1.00 1.27 1. -aSs 1 -IA 0,10 55 240 1 zis _197, IQ_G_ 165 153 -103,5 0.83- I'll 1129 1 110.85 AA 0.18 ,6V 243 1 It I ISO ISO- 163 1 182 -103.5 U)S$: 1. IT 1 -1.3-f 5-i -085 __1.4 7316- 1120 -201 1 178 167 1 156 A 138 1 .130 -103,5 0.99 1 1-241 AA3 WO I US 7la Fla Haraloplank ails 6.'2'5 S'x I- 5/8' long k 9.37*- HD ribbed vMferh,,d ici,WS 7 Blind 'screwed* to WSP 2X4 wood or 20 gn. steel , Ira Ming, 7110' (h1cl; WSP sheathing � 12 0:16. 23AS 214 195 183 166 151 -60,5 01 1 D.SS U3 WO I US -1.410,18 20, 236 208,, IW 183 161 147 -60.6 0J, 0.9 '1.08 rrl. 1: 0,135 -1.4 -0.18 '25 -238 204 187, 183' 168 145 430,6 V 0.94 12 1 V O,SS 0,85 �-�14 '=1:4 OAa CA8 30, 236 200 -19-7 184 183 155 1142 -00.6- v -as's. :I -Ile-', 181 17. M 162 IQ -404� V liel ill"' 1. 0.85 '44 73-v _ICY 227, 194 179 176 ISO 130 -80.6 0,78 1.04 7 Was -IA 6.18 45 223 1 192 17-1 173 1 143 137 -60.6 0.765 1.065 1,245 1 0.65 -1.4 0.18 50:, 220 189 1175 170 '147 135 1 �80,6 0,81 1,09' 1.27 7 1 GO. 8.5p •-JA 10.18 55, 217 188 174� 108 145 135 1 .60.6 - 0.81 151 T29 A H J 1 0.65.1 1 -IAI 0.18 60 214 .186, 173 166 144 134 -1 -80.6 0.65 1.13 %31. 1 1 1 COS 1 -1.4 1 OAS IOU 177 157 148 137 122 il4l- a I BOB' 0,09 126 J.'43" h�-60 I I assi. .1.8 I'D.la HardloPlank silo ox., HD riDba;d Screwsr Mina screwed to WSP - 2X4 wood or 20 ga stool framing, 7110' thick WSP sheathing 1 12. 1 0=15 '213 193 175 165 160 136 -65.3 0,17 0.86 -1.03'.. h5_60 V OAS ;IA 7, IT .20; 213 188 171 165 145 '133 -65.3 01,11 0.9 j0, 1 0.85 AA 6.18 25; 213 184 168 105 142 -130 - --65.3 0.71 0,94' .1.12. 1: A- US . AM -1.4' -14 OJS '0:18 1 30. 1213 1, 180 165 165 130. 128 -65,3. ' 0.7 35' .208 177 163 151 137 126 .65.13 0,73: 1.01' 1.19' 7 T W 7-1'' .4, 0.181 40 204 M 161 ISS 135 125 -65.3, 0,76 1.0A 7 2-2 1 0:85 AA CAA 45, 201 -.172 159. 06 134 1 124- 1 45,3 0.785 1,065 1:245 T 0.85 -IA 0.18 '50 198 170, 158 153, 132 1 122 1 .65.3 Mef 1.09 1' 085 U" - 1.4 0.18 55 105 169 157 151 131 1 121 1 -65.3 aw I,ij_ v,2g, at MOR5 � -1,4i T. -1a 60. 193 '187 155 1504 130 1 120 1 -65.3' 0.95 1,13 -,1,31 AA GA8 .100 160 142 133 124 110 103 T65.3' DM '126 1,43 !IW T, 0.05 -1.8 0.16 Haraieplank 51116 7,5 x 11- SwIcing x 0.3761.11D iibbed wafethecid screvis 13'nd moviod to WSP 2X4 wood Or 20ga. steel framing,, 7116" thick sheathing 12 0-15. 208 1 '188, 171 1,161 146 133 62.3 0,7, 0.85 hsK a 0.85 -IA 0.18 20 208 1 183 � 167 161 142 130 -62,21, 0;7 cxi- '. 1.08, 1 OAS I S `S5 OA -IA 1 0.18 1 25 208 1 179 164 101 '139 127 -62.3' - 0.7 024 '1112 V 0*.855 1 1 -1:4 1 OjEl' '30 208 1 176 161 161 136 125 -62.3 0;7 0.98 77-- .18 V 0'.051 -lA,I 0.1a I 35 203 1 173 159 158 134 123 Z2.3 0,73 i.Dl 1.19 1 I U OASI Fas .11.4TOAS 40, 100 1 170 157 154 132 122 -82Z' WS 1,04 7.22 1,' 0,85 -lA 10,19 45 M ISO ISO 152 130 121 -62.3 0.755 1-1,055 'T�-24F 7 O'S, so 103 156 1 154 1 Sio, 120 1 lie I - 6-2. _1 0.81 1.00 • 1.27 -1 0,85� A�4. 6,18 65. 191 155 153 148 128 119 .432.3 0.63 '1.11 -1:29, '1, 0. 6 65 -1., 10,18, M ,60 ISO 163 152 '146 127 118 _61S 0.85 '1.-13.. 1.31- 1 0 AA 0.18 100 156 138 130 121 107 101 -0213 0.99, 126 IAT h!,W 1 0.85 -1.810.10 HardioPiank 5111.6 8 No. 8 x i- "'long x OWS� Ki tfted - Sao",?, BIM screwed to WSP 2X4 wood or 20 go. steal framing, 7116'uilck WSP sheathing 12 0-16 79-3 78-0 164. 154 139 127 -59.9` 0,7 0,85 U33 Ingo 1 0.85 -1.41018 20 190 '175 160 154 136 124 -56.9 OX (19 LOS' 1 0,65 -IA 0.16 25 198 1 ITT 157 154 133 122 .56.,a 1 "07 0.04. �1_12, 1 OAS .1,4 0.13, 30, 198 1 ISO 164 154 130 119 -56,9 MT, 1.16 1. 0.85 � IA OAS 35 194 1 105" 162 '151'_ 128 lie -56.9 M71 .0.98 1.01 1MO -11- OAS 44 0:18 40 lea 103, 160 148 126 116 -56.0 0,76. 1,04,-. 12F 7 US -IA 'Oita 45 187 101 149 145- 125 115 -56,9- O.M -1.055. 4145;: Ippeo "I� 0:65 AA 0.18' SO. 184 159 147 143, 123 114' ,%0 0:61 IM, : 1 1: 0.85 0.181 55- 182', 158 146 141 122 113 -561) -%S3 1.11- -CM, 1. VOISS -1-4 1 OAS 6T 180 156 145 139 11.71 1 412 _W.S Mee ills 11.31 0165 -1.410.181 go 100 149 132 12.1, 1 io-Tr -06 _%o -, 0,99 'I'M 1 1 OAS (G. DAMES WAROIEBUILD NG`PRODUCT&JNC: '1:8$8 5-02 7343 'Info@jaraesh ardis;ilQm I _ d ` Q I1 � 1 L ',= n I g r • � � � `"�rrelllsA Coirtlic[ants uaed in 7atita;8 tatcuiaoons focV�; 2012 t8G„2014 FBC 2012 f8C,.2014 FEC AHoyMble ,Ultimat9 Dos! n>�md $peed. t1secplta gust mpht A11ow1ble Nominal Design'Wnd..Speed, l3-sezrgnd gust mph) fcab tq trt�tilq�Js. spacdCied m (201219C 20ia FJ sepicn . 1609 7,1 56 tlaC6arruned 5y 12Q129aG, 201A,F!?bJ F 1609A ya;,ar;C: Civalrle 10 n?ethoas apaaf ed to F tcea5ons 1 lgro ugEl3 of (261219C, 29?d'FBGJ &ectinm 18o9a,1. Wind exposUreilRtego y WIOd eXposur9Categorjt Siding _K' FtoiiiPCt PrQifpct,. fhIokness (inrbad ro Width, (Irrcilssj: 'Fastener Type .Fastener. Spacing Frpime Type Fastener Spacirig (inches) , 1 Building , 1 z �te,ghi,' jf ij g C D ti C D' 3 avob�i} Design toad tP#fE7 ExpH-1wc '�,;o . Ka I'do:6 c, HQrciitll?tartk 5/18 $t25 ' 5iB Iong'1 0.37fr"•HD ribbed waferht t8 •screws r sq Oed• to wSP. • 2X4.wood or201'ga. s1e81 framing., - 7It$` thick, W$P shttaihit.9; p j 1 1 - I 0-15 '194 176� • . ' W ,. 150 130 124 5a:g 0.7 ; I,0.85 -1,03; ti160 I 1, ,m -1:4 1.0,10 20• 194 171. 166- _150- .133 121 •54A 0.7 0:s 10 1" `0„85 1;4 018' 25' . : '194 163 ' ' 15T 150 130 119 -64,4' 01 0„94 .1A2 1 0:85 -1:4 0.18, 30• 194 164 151 150 127 ' 1,17 -54.4 0„7. .0:48• 1.16 1 0,85: 1.4 Q;ia 35 1$2 147 15 1: 1 5.Bai Y.4 03849 .40 _ , 186 159 .. ' 14.1 144 123 114 54A 0,76 1.04 ,t 22; 1' M65 AA 0,18 45w A 83, 157- 146= . t42 ' 122 113 . 44-A AM 1:05 5 ,1;245 1:. 0;65: -15 0.18 -50 180. 1% . 144 146 121 ., '112 Sd.Y `: - 0.81 1.09, 't27. 1 •085 r14 A.16 • 55 178• • ' 154. 143' 136- t f9: tit 54„4..: 0.83 . 1.11 .t.- t• 0.05 . 1,4 _ 55 60 A70: 1 153 „ 142, 126 110 110 -54.4 0:65' .1.Y1• 121 1. 0;85 t.:f ;:0..18 100.' 146 -129: r 121 113. 100' 94 _ -54:4= . 0,99 , t?6 IA& hiSQ 1 0.65 -1;8 0.18 HaidlgR(Sitk a1.18 9;2F, No 8Xi(= 5t&,lang.x_'. 0 3r6^•1�[s Obbed' Wef@!h'sa C saraws° __. ettld screwed 'tv,lrl'$P, 2X4lvrood q 20 il sl ?s1 framing, 1/10'thick WSP. sftzatttrg ," i 1 a + 0-16, -179 '162.. , 148, 'IN . '126 114 -46.3 .: AT: 0.65. 1,03: 000,1 . , A85, - 1,;4 0.18 -20. :179' 168 144 131), 122 112 4a,3, 0;7 0.9 1;Q8.. 4, .0,85 ,-11t4 :018, 25 179 '154 142, 139 120 .110 46:3' 0;7 .QV. TA2: t• ;,Us 1.4 oi18 30 179 ..151 139 139 117 AV8,` -i64' 0:7 -0:S8 1_16:' 1: DA5 AA OAS 35• 175 149, ,137, 4136' 145- .10$ .-46;a ox! 1:01 1.16: 1 ass -1.4 0:18 40 17z 147' 136 133"' 114 105 --46,3 076 1.04_: 1.22 1, ">,•t35 1,+F 0.18 45• '161 146 134, 131,- 112 11i4 .461 'Q.T95 1.066' 1.245 1:4 0.18 50", 168 .:143' 133' t 129 111 _ 103 4162, 0:8Y. 1100 127 1 065 .1.4 At$ 55 ;164 1142' 132C 127:. . 410. 102 46:3' 0.83 111'.; 1:2C3' 1" 0.05 0,18 60.1 162 141 131.' 126. log 1101 ;46A 0,85 i:13 i131. •1: -0: ..:1,a '0,18 9C0„ 134 119' •112. " 404, •02 '87, •463 ,; 0,99, 1 =1 '1A3 W0 ,1 Oi85. -t.6 mlu, bl1S 8§, NQ B x 1- d sci.wr 811r1d scrWied to liVSP' .2X4 vmad. 0r20,g3: letC fratmlog,• 'WIT Oink W5P 12;1 145 d D=l5' 176' • 159, - 145 Jae- 123 •112 -44.5 O„T :0.85.: • 1:034' (1680' . :1 :0.85. 4 A, '0:18. ' '20; 176. ',15b"�' 141 . 136_ 120 1,09-?.& O,T .a.9 1J48•` 1 0:65 =1A 0i18 '25 152 ' 139 136.. 117 108 -44 5 , .0 7 0,94 1.12" 1: QE5' t A :0.18{1xx 30; _148 136 _ -_.136 • 115'106' -44,5' 07 O.9E• 1.16 1 0,55 14 OAS ,35- 146, ' i35 133; 1:13:. 104 •44.5 Q.73 1,01: .I,l ,' 1 .0:85 1 4 AlaHardiePlank 401 P17M 144 : 133', . 131 112 103 -44,5 0.78 IX4. 1.22, V QBS 1.4 0,18' 142 ' : 132 128 1,10 102 4 ,5' 0.765 1;f165 i245 1 0:85 .a,4 a:16 50 141, '. 130, 125:: 109 101 -44.5 0:81' 109 d;27.., AA .0.16sh"Min9 '55 - ...�739" : 120 125s 108. 100 -44.5 .O183.: ' 1.1-1 9• A-18, -Y.4' 0;78• 60 159 _ 138 128 t23' - 107 99' 444 OA5 1.12 1:31: i 4 Q;ta' 100 132 117. _ 110 .. 102 91_ 85 -44.8' 0,99 1.28 '1.43- hy(0 1' •O,Bs Y.6' •.0.18. F13Cd781'tatlli` '51,16 1? fJ0 S x 1p.' 518 $griq,%; 4375''H0: nbherl vrataltlead. screws, 'Blind screvrad Jo WSP 244 wood of 20,ga, steel framlM1g, ' Witt11{Gk, O ';W , sheell0n{i j { -1 12 i � � 0 15' 148.. ' ' 1$4 122' 1 118, 104 94 -31.6 0:7: 0.85, 1103, h56Q; . 1 '065 -1.4, Ale. 2Q- 148... 931 110„ , 1.15 101. '92 -31.6 . 07 0,9 1.09r 1 0:85 AA ..0.18' 25 148 ", -.128 117 115 99 . 91 31.8. 0 7• ;0.94 tw12 1` '0.85 -1,4 0.18 ..so 148 .., 125 .. 'its 115- �07 89, -31.6 0.7- 098" ' 1;18_ Z a:85 -..)A• 1058: 35. 145 123.' 113 ` 112 95' Ba -31.6' 0.73 1.01. 1;19. 1' 0.85 40 142 ; 121 t1E, 110 94- Ei7 3 .13 1 0.76' 1;04_ 122•' 1 :045 to OAe :4'5' 140 120, •711 106 93 86 -31„6 0:785 VMS i L245 f A.8S -114 018. •50 _ • . 138". 119; 114 . '107` •92; 85' , =31 si • 0.81 1.Oa'' IV-i 0:as ..1.4 0:1a 55. . 136. • r118 , 10%, 91 84` 31.6 0,83'. 1:1Y' 1`29`;' 1, 0:85 -1;4' .Oa8 60 134• ` 118 108' 104• 90 84 -31:8 0.85 1.13 131'. 1: 0.85 1,4 Ai18 100 91,1, 1 99 92 . 86 76 72' 41,6, 0:94 "'12e- 1'43': 4W I '.0:85 7,8 ' 0.48 H6faPUX '5116 52$.1 O a90"" shank X " 0 215"• HD X1 5 (qng nrtQ 611attk 7fei11: Sifnd "all" kb WSPi 2X4. d' or,' 2Q ga; Sli3ol framing, 7/10 dt(ck • 'wSp s110aCh1p9 t ; l 0 15. 248 :225 '20C ' 192. 174• 158 -WJ 0,7 ' -0.85 1.03 hs6Q : ` i • o a5. 0.18 20 199• 192 169 155 -NT 0.7- . :00 • ' 1.08 1 '0,85 41,4 25. '248 ' '214. . 196; , , -192, 106 152 �E8;7 0.7 0.94' .1 12' 1 0.85 1:4 • 30� 246 `209 192 02 182 149 -8&7' 0,7' 0.98: 1116 '1 1 0:65 '0.8b 1.4. id, 0.16: am 35; 243 206 190 188. 169 147 _88.7 073 Tot1;io' '�40 238 12W : 188 . „'184: • 157 145 -00.7 036 1,04 1.22 1, .0.85 lA 0,18 45� 234 201 186. ' 181 156 144 , .89,7 0:7E8 1:085' 1.245 I, 0.85 1,-0 0.18 .50... 230 199., tB4, 478" 154. _.. t43' : -89,7 '0.01 1.09- i:ZT-. "A 1 0.65' 0:85 14 ),d :a:18 '618 55 225 197 i83:: 176 152 141'- .68.7' 0.83 1,1.4 U9 -M 225 195. , 191 • 474 151 140 =68d 0.65, 1.13 '1.31, 1' 0;85 ` A 418 100 18$ i$8 . ' 155' 1 r4 -' 12$ 120" -8a,7 Q,99= 1:28 1;43 lY>60 "1 '0;65 -t.8 'O.iB RONALD,i..,oGAWA,AS80CIATES,,iNC-. 16835.A1G0kUIN STREET N443- HIL11+1TIN&ON BEACH; CA-.92649 7m-292-2a42 714-908- 'FAX PROJECT: IkI0,2W", -15 JAMES HAkDIE 6lJILbl9G:-? R-ODUCTS, INC. 2012 JBC, 2014 FffC, 2012 ISC. 2014 FSG -M t N Coofficlents, used In Tabla 6 cafdulallapkforV,r tale Desl Speed. gn Wind, '(3-'second gust'Mph) Alin ble;l4orninal Design Wind, Speed, v (3-second gust Mph) speriCftin (2012 IEC gelA FOCI Section I . &391 1 ; as &Iaar.laed b1 i2012 IBC, 2014 FriC) RgLiM.l[WA, 8, vrC. 10 moinvas, Specified in Excosj)flons 1 through 3 cl [2012 Wr 2014 FOP) Berton1609.11 ., I Wind exposure category 4Vlnd77osure category S�i,iq K, PrOdW Product Thij;knesi (Inches) VVI4111 (Inches) Fastener Type Fastener Spacing Framo type Fasier, Fasten Spa�rlg Buildin 9.Qcaign Height` ; (feet) 13 C 0 8 C D. Load (W) E)vO Eypj_egpj K. � Ka GC. GC,; 0-15 222 '201 183 172 156 1 142 -70,9, 0,7 0.55 1 -103 hs,60 1 0:851 -1.4 I'a, Is I 20 '222 105' ,178 172 '151 138 -70LB 0.7 0.9. 1.08 f ;0.115 I -�IA -0110 HardlePlank 5115 6.25 0.09ir shank X 6115- HD X t.51 long ringmank owl Blind nailed to WSP 2X4 Wood or 20 go, steel frarning, 7110- thick vv§P 5hoolning a 25 222 1911 175 ;, 172 148 -136 -7D.9 0,94. 1.12 1 0851 -1A 0.18 30 222 187 172 172 145 133 .70,0 01 1106 1.116 1 0,eS -1.4 0.18 35 217 11555 170 168 143 132 -70.9 O'n '1.01 - 11.06S - .1 0.05 -1.4 0.10 40 213- 182 lee 165 141 130 -70.9 0.76 1.04 ', 1,22' 1 0. 45 209 IBD lGe 162 139 129 .70.9 0,785 I�NS 1 0-85 AA 0.18 50 ,206 178 165 160 138., 127 -70.0, 0,51 � 0 1,09' .1.27 1 M55 -IA 0.10 65 204 176 lea 158 1313 1 126 40.9. 15,53 1.11 TF: 7 0,65 . -1.41 0,181 60 201 174 162 156 135 125 .70.9 0.85, 1:13 1.31 1 0.85 -1.410,18 100 t88 148 139 129 114 1107 -70.9 0.99 126 1-* n�60 I 1 10,85 -1.8 -I. - A18 ' 1" 0-15 202.: 184 167 1 157 142 129 ;591 0.7 Q86 -1.03m' K!;G0 t ASS -1.4 1. 4 0.18 a. a 20 1 '202 1 178 163 157 138 125 .59.1 0.7 0,9 1,08 1 A85 -11 -IA �1.4 0.16 0.18 25. 202 175 lee 157, 135 124 -59.1 0.71 0194 1.12 1 0.05 -IA D.18 Dill HardiePia;ik 5116 7.25 shank X 0�2iS- HD x 1.51 long ring Shank nail Blind nailed to WSP 2X4 viond or 20 ga. steel framing, 7118' thicl� W§P a -30,--- 202, 171 157 167 132 122 .591 0.7 --a.. '16 1,16 1 0.85 -1.41 D.1111 35 106 168 155 153 130 120 -5911 0,73 I.DI 1.19. IS 1, 0.05 =1.4 V.14 40 194 166,, 153 150 129 119 -59.1 0.70 1104 1.22 1, 0,85 -1.4' A18 45 191 164 152 148 i27 T18 .50", 0.795 1.065 .M5 1.2451 1245 1 0,85 mlA 0.10 60 ;188 162' 150 145 -126 116 -59.1 0.81 1 09' 127 A 1045 -1.4 0,113 55 186 lei 149 1 144 1124� 115 -59.1 0,'83 .1,11 -F29- 11 0,65 -i.4 D,IB 60 184 169 140 142 123 115 -69.1 Des 3 -rai- M -1.4. GAB 100 152 135 126, 118 - 104 98 -59A 191, 1,43- PSO 1 10.185 -1:6, 0.18 0-15, 1W 180- 163 154 1 139. 1 127 -5ae 01 .0.85 hS60 ;I I (Les -IA" 0,18 20 198 175 160 154 135 1 124 1 -%S 0,7, 0.9 t,08 '1 0.85 --1:4,1,0.181 HardiePl-ank 5116, 7.5 0.090" shank X 0.2,15r HD x 1.5' long ring shank 'nail' Blind nailed to WSP 2X4 wood or20ga. Steel framing, 711 G' thick WSP, sheathing, a 25, 198 ITI 167 164 133 121 -6618 01 0.94 1'12 1 0.851 -1.4 0.18 300 198 163', 154 154 - 130 - 119 -56.8 0.7 0.99 1.16 1 0:85 -*1.4 0.118 35 194' -165 152 150 128 118 -56.11 073' 1,01 1,19 1 MOS. -14 0.16: 40 190- 163. 150 147 126 116 -5,5's 0.76 1.04. 1.22- 1 0.65. -1.4 0116 45 187 161 149 145 124 -115 -56'8 0.785 I.065 U45 T DAS -1;4' O.-IS 50 1. 184 1 159 147 1 U3 123 114 --56.8 10,81 1.091. 1>27 1 13.65, -lA 0.18. 55 .182 157 146, 141 122 113 -568 'OV 1.11 1.29 1 'Oes -1.4 '016 60 1W 156. 145 139 121 112 -56,13 O.es 113 rjI734 1 10-65 -4-4 1 CLIO I 100. A 49 132 124, 115 102 96 -56A, 0,99 1,28 1,43 1 ale, L;L&- 0-18 0.15, 191 173 157 148 134 122 .52 -,5- 117 -'O.aS 1.03 Va0- I DA& 'IA' 7- 10 20 191' 16W 154 148 130 119 -5215 0.7 Q:9 1.Oa I :0R5 '-1.4 '048 HardlePlank 5116 8 stlatlkX .0.215'HD ' , -115" long Blind nailed to 2X4 mod or 20 ga. steel froming, a 25 191 165 151 148_ 128, 117 -$25 V 1-2 -1 0.85 - i.-I. OAS 30, 10t Ilet , 148' US 125 115 .52.5 0.7 0:911 106 4 VZ5 -1.4 0.10 as. 107 159, 1 146 145 123 113 .52:5 033 1,01 I Ins' A-, '0.18 40 183 156 144 - 142 .121 112 --'5,2,6 VS 1�04 _ILIL 122 . 1 11,65 -.1A 0.16 45 '180 455 W 140 120 111 -52.5 0,786 1.065 - 1145' - 1 Ole$ -1.41 0.18 .Ii4 shank WSP 7/1 S' ffith: WSP sheathing so 177 `153- 142 137 118 110 -52,5 :0.111 I,Dg 127 1 Me$ -1-.4, 0.18na 151 141 130 W 109 42.5 0.63 11 1.213 1 1,0,85 .1, a 60 173 15D 139 134 116 1081 --61-S 0.65 1 .-1 1.31 1 0.85 .1 1 ji 100 1 143 127 110 111 n8 92 -5215 0,69 1 120, 1;43 mw, I I 0(85. $.a 0418- 0-15 1 1137 170 154 1 145 132 120 -50.7 10.7 DOS 1;03 hseo; 11' '0.85 1;4 0,18 20 107 165, 151 145 128 117 -50,7 '01 0.9 1.03 1 0.85 -1.4, .'0.113 klardleplank 5116 8.25 shpnlk X .0215" HD Ibng tfng shank sat'swathing Blind nailed In WSP 2X4.wood or 20 qd. $.real framing, 7116' thick WSP 8 25 187 162 148 145 125 415 -50,7 0.7 0,94' 4.12 1 1, OAS AA 018 30 187 Ise 146 145 123 113 -SOY 07 0.98 -17te- T US -1.4 0.18 .35 183 156, 144 142 121 111 -50,7 073 1,01 L19 1 0.55 -11s 10.18 '10 '180, '154 142 139 119 110 -0.7 0.76, I.C4 1.22 '1. 0.66 •t4 0.18 '.45 177- 152 140 137_ 118 100 .50,7 0785 I.WS 1 1 :245 1 0.851 -1,4-1 0.141 so 1. ISO -139 135 Ila 1 -50.7 1.09, 1.27 I'l 1-0.85 -14- 0,18 55 1 20� 14 1 2a 1 13' 1 1' 107 -SW .6 0.611 21k 1.11 1:29 1' 0,85 .1.4 0, Is Go i7 I 47 132 114 106 �7 �0,61 0.65 1 1,13. 1,31, 1 10.65 -IA 0.181 104 141 125 17 1 109 9`7 91 "S, 1.43 h�Mj 7 10,65 -RONALD'I:-,O'GA1p1A-Ai5sociAtE$; INC.. 168'3sALGdNdUIM stREEr,#443 H 9NfjNdtON,BtACH. 6A 92649 li4-90"815FAX PROJECT: R104577-15 JAMESOAR ,.011,ErSUILDING:. RODUCTS, INC 1-888-542a7343 infcidjame, silardie:xm j , wo 20J2:1BG,:2014'FBC- 2012 ISC.'2014 FBC Allowable, Ultimate, Aflov6pb!b, NoT nal Design wnp, $peed, Design gn Wid, sipped. o V1. vi.'O, l 13 (3-second gust Mpn), Fon L APDXWO CO:MOMils spec tied In 120i2I8C spetifec in Exc4p-dons I 20147 kfsect tnroWh3cl=213C. bi� 1 r612 15C, 2014, FPCJ FuJurs-tiG09A `8, ;Or C. CoctifIclents used In Table 6,calcula8ons for.vi, "no cXp0Sure:mtego;y VWVlna elgwsurecategm K= P,Oddct Prodixt. Th�knoss Width- 't�h.�j e Fo%eher Typ,_ a Fasl aner i Sp�fcinj Rame Tpe S000ln H i Aj!w:-ble` Cello Load (P�� 9xp 0, exp C E�p '0 C-C-. "i Hard4lahK. Slit HD X-1,6T long - R; ring �ho nail mina. n alled to WSP .2X4;wood or 20 go, jrarfihiq� 7416"thir�, WSP sheathing a 015 175, 15J.. 144 136 123 il 2 144.3 07 0,551 UO3- 1 mmv 1 mll .0.851 -1.4 1018 0--18 20 175 155 141- 135 120 109 -44.3 0.7 0.0, 1 IM 25. 175, '151� -139 '131) 117- 107 1� - 0,7 a -0,§4 1.12 1 0.851-1.41 MIS 10, 1751 141 136 136 115 105 ;411 01 0.08, -1,16 35 172 146 113. IN -44.3 .0.73 U 141 1.19 w-1 '"S 0.18 :40 168: 144 .134 .133 130• ill 103, 44.3 0,76. W 1 04. 1,22 1 1 0,65 M6 _ wl,4 44 11.18 OA8 -7 �45. 7-7 65 142 131 128 -7-10 1-02 .44.3 0.785 1:005. 1.245 50 163, 140 '130 126 109 1 101 1 44,3 0.81 1,09' 4,27 17 7,BS 44' 0.18 161, 139 129 -125 108, 100 44.3, 83 0.83 MI 72F 1 li- 085 -1:4- .1. 0.18 - • 60 159. 138. 128 123 107 99 44,3 0,85, .). , 1.13 .4.31 _" 4 -JA 718- IDD 132 117 110 102 90 85 .44.3_ '0j90, 116 1,43 i h*;M 1 10,85 Hirchaphink, VI-6, 0i '62ifi- �D nail 7 Blind njljed,Io Udl-Wood oi' 26 gd, steel (taming, 7116- Itild WSP sheathing 8, 045 173, 1 :157 142 134 121 110 -43.0 0.7 US 1.03 hM- 1 1 1 1 0-851-1-412281 0.85 4,4- 0.18 20 173, 1 152 139 134 118 10B 410, 0.7 0.9 1.06 26, 173 J. 149 136 134' 115 106 -43.0 0.7 0,94; 1.12 1 0.85 41A ,0,18 30 173 1 '146 134 13.4 113 104 .-43,0 0.7, 0.99 416, 1 t 0.05 -IA 0.18 35 169 1 14. 132 i3l Ill 101-1 -410 0,73 1,01; 1. 11), I " -j 1 M85 AA' 0.18 *40. 40 166 1 142 -131 128 110 101 -43.0. 0.76- I.04 122 1 0105 .1.4 Als, _ 0 4.5 `45 163 140 A29 126. '108 IOU -43.0 0.785 1.065 1.24S 1 .0.85 -IA A18' so, 50� 160. 138 128 12.4. 107 -99 -43.0 1.09' K1�2 1. 27 1.27 1 1 (m 0.18 IS& 137 '127, A23 -.106 98 43:0 0.83 1:11 1.29 1.20 1.10,65 `0.111 60 60. 157 -T3T -r2-6 7211 06 OB 43.0' 0.85. 1. 13 _"al -1,31 1 0.8�5 A -I.A 0.18 too JOG 130 1.16 Ica 1 100: 80 1 IB4 -A3.0 1,26 I!A3 '1'43 h>60.1 I"I CAS. =IA O.sa 5116 12 0.090, hkX 0.21 1 S' HE) S. iong nail Blind -nalled to WSP 2X4 wDDd 20 go. vfb4l ftaming;, 7116. thick WSP Sheatifing 0=15 -151' 137 125 1, 1,17 106 97 1 -N.0 0,7 0.85 I.M. hM' -I" 0.85 rl'.4 018 0,18 -- 211' 111 131 A 22 1 117, 103 94 1 -310 0-7 ()�W '1019 151 130, jig 1 117 101 93- 1 -33.0 0,7 0,24 %IZ 1 0,85 JA 0.18 .25: .30 151 128 1177 117,99 91 1 ;A16. 1. 0.181 35 .148 126, '110 tIS 97 .93 1 -33-a .0,73 1:01 AID 1 0,85 wi,i' 0 * 18 40 145 124 114 112. -98. 89 43-01 OwN 1,04, •1,22", 1-0,85 IA; -0;18 45. -143 123 113 Ill 95 .88 -,33k L OjAS 1-.00; L-245 �1' Q�65 mi.4 -0. 18 -141- 1 121 112 T Igo .94 87 -330 1. 0.61 - IV9, 1�21 I M MIS'S 4A 0*, 6, .50 55 139 120 Ill 108 91 86, -13.0, 0.63 1,11 -I;M 1 0.65 .-I-A 0.18 GO, 1 'W7 -119 110 IN 92- 86 43.0 0.85 1-.13 1.31 44 -0,18, 100 114 - 10.1 94 60 78. '73 -33,0 0:99 1.26. -1.43. TP450 1 110.85 -1.81 0.18, Shank X , p on ring thank. nail Mild �ndiled:lb WSP 21X4 ymod 0r20 do, steel frambig, ii I Ir thick mp sheathing" �-S 0.16, 283 257 233� 2`19 199 181 415.3 DR 0,65 1;(13 ftM 1 1 t - O�85 - 4',410.181 20 203 . :250 228 M - 193 177 -115.8 01 01 -1.08 25 283 244 224 219 189 173 -IiS8 0,7 1 0:04 1.12- 1 0.65 AA 30 283 239 220 210 185 170 1 -115,8 0.7 . 1 QW 1;16, L5 .8 I. 4 0.18 35 277. -- 236, 2V :215 183 163 -115,8 0.73 1,01 - 1 -- 085 - -1.4 10,18 40 �272. 232 215, 211 -180' - 166 -1M8 0,76 , 1.04 _LL 'iM 1 '0.65 .-1.4 OAS 4_ 45 -,207 230 -212 207 178 164 -II&B 0.785: 1,065' '745, 1,2 1 0,85 -IA Ma - b4O ro 50 ;263 ..227 1 .210- 204 .176 -163, -115.6 0.81 im, . 1.27 - '1 1: 0;85 ASS -M -1.4 0.18 '0.18 55 55 260- 225- 209 201 174 162 -115.8 !0,33 1.11 '129 60 60 257, .223- 207 -109 173 1 160 -1152 0,85 -1.13. 1.11 _L _LAS -14 18 _L_ 100'. �00 -2$3 `189 177 165 M 137 .115;8 - �0.99 1,26� '143tjW40 ,1 J'Q-15S 1 -1 .61, 0.18 1 Hard ot'lank 5115. 6.15 sfiankX 0.215" HO tang riogshank nail Blind "Had to VVSP- ,2X4 wood or io' gp. slaps framing, Nck 7116-PfWSP SP . sheathing 0 0.15 :253 -230- 209 100 178 162t. 1: e92',6 .,OAT 1 010 ftSW :1, I 0-85: ;0.85 -1.4 -1.4] 0.18 Oita 20 283 '2231 204 190 173 168 -92A AT 0:9 1,05, 26 '253- 200 196 169 155, -R.61 �0.7 ON' 1.12 1 0.85 4A 1.0.181 - .253: 214 .197 IN - 166 152 -92.6 M7. 0,08. I.W :I 0,85 1,4 0.18 '30 'as =4 8. 771-1 194 -192 163 150 -92d(i 0.73 -1131,, 1.10 1 0.65 -1.4 DAS 40 '243*-. 208* 192 188 161 149 -92.6 0.76 1.04 t22, .1, C85 -1A 0A8 45 -235 . •205 100 .105 159 147 -92.6 0,74),S I065' 1.245 .85 -JA , 0:18 so 235 203 188 182 157 145 -92.6 0,61, 1.09,1 1.27: 1 1 AS tEW 01 1 233 201 1187 -. IS(L 156 145 .926 Oi 83 1.11.1 1.2" 1 0.051 -1'4,018 W 230, - 199 185 178 154 143 -02.6 1.131 1.31A 1-1.0.85 1,4 07.19 IOU. 1, 1901 1 169, 1- 1 -147 131 1 123 1 -S26 An 1�23 I.A .43, Ki>60 1, Mile -1 Ri '0�19 RONALDJ OGAWA ASSOCIATE8, INC. 1 16836 ALGONOUIN STREET OA43 HUWJPGTO1 BEACH, CA 92649 714-292-2602 ' 71440@-:1615'FAX PROJECT: R104577.15 JANiES.HAADIE'BUILDING PRODUCTS, INC. {nfo@James adl®,coin 4e 44 • f 2072 tlBC, 2014'FE 2012`1BC; 2014, FBC Allowable, Ultimata N10wgbTe. No1i11nal DesigayAnd, Speed, . Desl$n Wrid;,Speed, 4' V.31 " '''` ?:.o '•. STAVE OF (3=seco d gust mph)(3-se0nd gust mph) ,4plllcabl®to, methods _ Q, '•-. LORtiO . sl>etiflC� r.v 12012'i6C, AppittaRia w melhads a • •'' , e10g4;FHG)Srcilnn stxShcTatltnExceptions1 �fs'S lnrpt gh 3 01 {2012.18G,, AL 1�A 012IBG,2D FBCInY /ON '201;F�)Settion ++r�"rijfF�!/!��) FiOur'es1a09A, a, drC. 1609,1,1, :CooNlefenia in -ad in Table 6 e4lcul. 0 Product Product Thickness (Inches) Width Stitches), Fastener Type Fastener Spacing Frame Typo Fastener Spadhg (niches)' 'Building , Haight"' ((Opt) S G D, B C 0 /4kuvaatYa Design Load IPSFj Exp B . Exp C I=XP:» Ky, K, ": • GCd HardiePlahk wilt 7.25 0.090" stiankX "0.215" HD X 1,6' long ring shank nail? Blind, nailed to WSP 2X4'>tirood or26,ga. steel framing, 7118' thick WSP slEeatdltng 6 0-15 231 .210 '191 179 163 148 T7.2` '0:7 0,65 1:03 • hs60 1 0.85 -114 0:10 20 231 204 '186 179 158 144 -77.2 03 0:9. i.'08 1 0,85 •-1;1 0.18 25 231 200 183 179 155 142 -77.2 0;7 0.04 1.12' 1 0.85 -1.4 0.18 30 231 195 180 179 '151 139 -77;2 0.7 0.98 1.16' 1' 0.05 -1,4 0,18 35 226 192 177 175 . 149 137 -77.2. 0:73 1,01 1:19. 1 0.89 -1A -0.18 40• 222 190 175 172 147 136 JL2 0.76 1.04 1.22 1 0a5 1A 0.18 45 218 187 173 169 - 145 13d -772 0.785 1;065 .4.245' 1, mm, -1.4 '0:18 50, 215` 185, 172 168 144 133 -77.2 0.81 1;09 `1.27, I 0,65+ -1.4 0.18 55 212 184 170 164 142 132 -77.2 0.83 `1.11 :120 I 0.855. -1:4 0.18 60 210 162' 169 163 141 131 471, 0,85 1.13 1l31" 1 AlKi, -14 710 100 IN 154 145. 135 119 112 -7."r.2.. 0.99 1.26 1.43 h?60 1' '0.85 A.6 0.16 HardiePlank 5110 7.5 0490 shank X 02�i6"'HD, :- . long ring shank nail Bfind nQlled to. WSP V.4:wood -or 20 g a; , sietil framing, 7116'thick WSP sheathing, a 0-15 227 '206 187 175 159 145 •7do1' 0.7 OAS AMA h560 1. 1 0.85 -0:85' -1.4 -1.4 .0.18 0.18- 20 .227 200 182 175 155 141 -74;1 '0.7 u's 't,08. 25' 22T 195 179 175 151 139 -74.1• 0.7 T94 1.42 1 .015 AA 0.18 30 227' 191 176 175 148 136' . -74A, D 7 q.98 1.18 t `D.85 . -1.4, 0.18 35 222 lag' 174 172 146 135 -7411 0.73 1.01' 1.19- 1 0,65: •t4 0.18. 40. '217, 186 172 168 144 133 . -7e,1 0.76 L04 1:22 1 0,85 4.4 OAS 45' 214 184 170 166 142 132 -MA. 0.785 LOSS '1145, 1 0.e5' 1.4 0.18 5D' .. 211 i82' 168 183 141 130 74.1 O:et 1.00' :L27 •.1 085 -f.4 :0.18 55 208' 180 167 101 139 129 -74,1• 0;03 1,11 1.29 1 'O.a5: -T.4, 0.18 a3t1 206• 178 166 159 738 128 74:1 0.85 :1.13 1131 10D 170 151 i42 132 117 110 -74,i 0,69 1:2B 1.43, h�GO 1 „0.85 -1.8 O;TB HardlePdank 5116 B D,090" sdiank.X 0.215" HD X 1:5' long ,ring shank poll r Blind nailed to VSP 2X4'wood or20ga. steel framing, 7116' thick WSP sheathing 6 0.15 218 i98, 180 180 153 139 ' '-68.D Q7 IX65' 1.03 h0 .1 1 U85, ,Q.85 -1,4- -7:4 0,18 ,Q.18 20 219 192 170 169 140 130 •-686 0.7 O,fl 'tiOB 26 218, '168 172 169 146 133. -SILO 0.7 0:94 1112 0.85 -1.4 0.18 30 •218 184 169 169 -143 131 a8.8 0.7 0.98 . 1.18 4.85 -1.4 Q.te 35 213 181 167 165 141 130 =68;8 0.73 1 Ol 1,19 0,85 •tA. 0.18 40 209 179 165 152` 139 128 -68.6 0:76 1.04 13 11' 0,65 -1:4 0,18 45: 206 177 163 15B " 137 127 -08:6 0.7$5 1,On.S -1.245 :0.65 -IA 0:18 '50 203 .175 162 157 135 125 .68:6 Q.81 1,05' 1r27' OZ5' 14` D.18' 55 '' '200 173' 161 1165 134' 124 •6" 013. ,111 •. 1,2$ A,65' 1:4 '0,18 60 198 172, 169 153 133 123 -W,6 0.65 1:13' 1.31 0.65 -1.41 118 too- 1134 145 136 127 112 106 1 •66:8 0.69 1.26'1 1.43 hy60, 1 IV.85 -1.5 0,18 HardlePlank 511¢ ;8.25 0 „ shank1C' -i),21S' HD X.1.5" long ridgshank. nail' Blind smiled to 4`1SP 2X4 wood 4r:20;pa, Steel framing, 7116'thick WS? sheathing 6 0-15 .214 194 176 166 150 137 1 -68.0 0.7 '0.85', t03 tv=, .1 0.85 -1.4' 0.18 20 214 189 172 166 •148 133 - -88.0 0.7 0.9 'Les- 1 0,85 4.4 0116 25 2t4 la4 169. 'IN 143 131 -66.0 63 0.04 1 12. 1 0;85 -1.4 5.18 30 214, .1at' 168 166" 140 129 46.0" 0.7 0.68i 1.16 t a." -1.4 0.18 35 209' 178 464 " 162 138' 127 .66.0 0.73 . -1;01 1:19, 1, 0185 -1.4 0:18 40 205 '176 102 159 136 126 -W.D 0:76 1.04 1.22 T 0.85 1.4 OA9 45 202 173- 160 156 134 124 -66.0 0,7a5 14C65 -1.245 11 10.86 .1.4 0;16 50. 'too 171 15D 154 133 1235 -W.0 OM'- 1.09 1,27. _'1 0.85 A 4 '.0:18 55 190 170_ 157 152 132 122 ,86.0 0.83 1.11 , 1.29 1, 0.85 -LQ 0:10 60, 194 160 155 150 '130 121 -66,0 Us 1:13 . %31 1 0.eS •1.4 0,16 100 161 142, 134 124 Ila 104 -68:0 0,99 1,28 .1,43 h?60, "1 'DaS 1L8 0,18. HardioPank 'S116 9.25 0.090" sfiank'X 0shanl HD XT,.S"tang ring shank nail r Blind• nailed to WSP 2X4 wood or 20 ga. steel framing, 7tl1G'tluck yiSp sheathing' 6 0-,15: 200� t :182 165 155 141 128 -57A) � 0;7 0,65, '1,03i h'S�o 1 0:85 .-1.4•.0,18 20 200. 177 1G1 155 137 125- •57,9 O:T 0,9 T.08 i 0:D5 -1,4` 0.18 25 200 173 158 165 134 ' 123 -57.9 AT 0.04 1.12- 1 0,86 -1A 0.18 '20. 200- 169 156 is$ 131 120 -57 9 0.7 16 1 0.85 -1:4 0.18 35 196 167 154 152 129 119 =57;9 0.73 19 1 0,85 a s 0.16 40 192 164 152 149 127 117 -57.9 0.76'22 1 0185 "1.4 0.18 '45 189 162 150 146 126 116 57:0 0.78545 1 O;aS ,1.4 0,18 50 1.86. t60 149 144 124 115 57:9 . 0.9127 1124 1 A. D:85 10:65 '-1.4' -Is4' Q,18 DAII, S5 184' 1Sfl 148 14'l 123 11 t -57.9 O B3' 29 BD 182. 158 144 141 122 113 5Z9 O.BS°31 1 0:85 ;iA '0,18 ti70 150 133 125 117 .103 97 57:9 0.89.d3 h>80 1 0.85 -1,8. 0.18 iu TAMES HARDIEGUILD -4 C1)aufTS'106 120124SC,014.00 . .2012,46C.201+,FBG ' Coetilclents used In'-T WeG calculatit Allowabfa,;Uillmate 44econdgust 1110) Wlpsvofp, Nominal V45 , (3-,sacord gust mph) W- mm'� 2014. 1,Saaan 12012 MC;'2614 F ' RC) Applicabla to methods sp I a I cZed In Exccp6gds,I 'th I tadjh3cl12012,lsc, Wndexposure :c%tegotyV,%6d:.Cxposurecategory, Sung, I KF Produ Producf Vw,69 '10 � WA, q�)q IF Oar, , ,'Type: oesf6naf spa�- 9 Frome . Typq 'Spad ind. " -i i� D- 8� C. 1) 'Aff mugs sia: D-Ign (00) CY9 9 Exp D 0, shank X U151, tio natlT Blind, na�led to or 20 ga. stael ' framing, !116! 64 VVSP1 - 6, I Ni 6, 07 170 17J9 .163 183' I39, 12C �562 0.7 0,PZ< 1.03 , 1" .0,85 .-L4 '0:48' 20, .197- 4 74 '1 74 159 15$ 135 1231.2 01 Oda 776-8-, '1 I VM O.'a :-IX = I'A T—la !0.18, 26 197; 170, lm 153 132: 12f -%,Z 0.7 -0.94!- lAZ- 1 30 197 1 '1 6"T 4.53 1153, 129 110 �562 0.7 0,08' 1AS 0,SS �11;4' 511-8 35 493 '1114; .151 ISO. .127 117 --50.2 D.73, IM -,1,19 1 -1-, 0.85 015 .414 Z:!A CI a 40 10 .102,. 7 149 WT 423. 116. 0,76 1,04, 1522-", 1 A5' U& ISO . 148 '144' 24 115, -56,2 0,785. I�W 1245, 1 A85 -V4 ;0,118, ' I Sa 181 158: 140, 142, 122 143; ;7562 Oat 149�r — , 005 a 4A 018 ',55' 181 157, 145 140. 121. 1113 1,11 -11L 119 -L 1' 0,85 -1.4 Uj18, 60 179 155 '144 139,' .120 117- n561 .0.85: 113 1-�31 1 085 4A :'0;18 100 1481 13f 123 ils 102i 46.2 .2a - iA3 h-�W, I 10,.85 �i1 OAS HardoPiaik 5116 12 81'1d= ' naleftq z 979, 'sled) e:d) fraMIng;. MGXhIck :sbeatlilng, x OA 5, 171.1-15T 342 A34 121 110' -A3.1 0,T, 0,85 1:03i hS.60, ' 1 '015 711,A 0.18 20 In, 1 452, 139 IW '11T IOW ';4,1 Qj a,'g:- 1.06, '1 :0,85, 'A'4 Q.% 161 1, 173 137 AX- 145', 106 01 -.0,94,1 1,12, 1 US -114 'Ojs .30 173- 1 .146 134 134 111 104 411 01 0.68% -1.16 -1 35, 169 144T '132 �131 Tilt 103 -43.1 .0.73 I'01 fjjq 1 '0.65 I.4F'WS -i 40- 166� 14Z T 131 128 110 ID �411 0.76! 1,04 1'I22 1 085 (.18�WSP `4& 163 40 130 126 I 100 , -43-1 0.785 1.065'130 1 TIN 144',UAS:�s'J 161' 438 -12111 12.17 1 Of 99, 1 -0:1 0h1'I"I.093 1 7� 1 0.19 i -.55, --loq 127 123 ice 1 -1-, , 1 4.85 -1;4. X.19 15T 136 1,26 -A21 .105 `0:86• L 1 13"l '1131 1 , Uas 77 T Ws 115d., k 108 ` .,; lot 69 0,199, 1,201-774Tz hiw -i EEL-TEM T. Buildingliefght:= mean!roofhLight (iiifeet) ,of -a bulding; except that eave het0t shall beused ,fotroofanc eZ less,thano 7romf•glorip) �3. V,,s the ,ultlmale deAnyAnd,spiee 4. Vdxlit nom I Tnal4eslgnwald� is 6. W"Ind 60eev. ' p 10 i n :as p m I Pup Z. Pastener'landth shall:b'o su'fiid' 1) In HIpb V.dlbdty Wurricane J wlMisoO Is parmhted, ini �iis ehjne,b012 IBC, 2014 F] 10 ' jus�.12ikFlljok�',9A-699. or6 � 16109c, ASCE140 Ff9u0eS:26:&IA; or,26.5.1c. 1. Po) dbtftd, , "'. 1, .1 -, i - , . - I to matlitids specind through 3 2014-FBCf8ecdon 1609.1.1. �s I 60O&A 608 and A 609C are bitimated e.sjgh,*rfd:skeds.,Yft, and shall bL- conveiried in accordance Frith (2012413Ci414 FOCI SWWn 160913.11 lot kton,1809.1.11,-Exceplions I lhrcUgh,3ar6usdd1: NOXiS-Di;t-64'.- 4�2.