Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
t ' ; -- - f �,_, tom,... - :-;.� , •� , .,�....—, lip i { Y ,.'�.. a ti4.++.+' �:� .J•+x. - a;.a'aw� Swe:.e:.�..w,�.`.w,....�;:w.na 'L � i. ` ++:7 d aG^ MF `.. _.,_.—Ep � ..,..,.,,� �... j �.�.. d '� � _Ill.v..,.....iJ.. .gS.-._. jJ� 3.�._f------•' t _�.3•� •-�---�-.s___...:� � 3 John M foster -. Architect l By � A4c�nbcr-tim,crlcan ln��ltutc of itrchttcc�ry tt 11205 Ridgo Avenue ft.rlerce,Moridia 34982 Date (772)370-9464 a-Florida Medlstrm tlon No."11 -1 of ,lm{wrchv gmail.com - -- - 1 Sheet No. i H e i -- -?. r pl �� f& a�ggy�,eyf,',ts �a z ('+�yg yrz4z'<v�' r -e �p$'�h v- {�x r. yc §p? �':e p •s •� l '� o s f$}y.. a �} f'£}0 3 A ':t� �E.9 f�p; A lj; kAC C Y �'^ ��.. } '. � k✓�.�b � "_.7( '.�^£a�'ie�s,5���+Y.. xf���� �L°�S �YN � �` �. y��� 1.� 1.11lima, t4 Design Wind SpeeJ Vuli(mph) WIND itd AREA yeellf 110 115 12.0 1 130 140 160 UO l�tk tl 1 10 8;9 -21,8 9.7 23.ts 10:<5:d5 312.4-30_=1 1,U-3U,16.5 -40.6 18,7 46A 23.7 -;M1,3 29.3 -22,9 1 20 .21.5 9,1. 23:2 t9.�3 -25�2 11.8-29:613A-34A SA -1 .'4 �l7..tti 44 A 22.2 -E .8 27AIf -70A 1 s0 `7,6 20.5 8.3 -22A 9,0 -2 4A 10 G 2M 12..'-33:214_1 -:+A 16.0 43.3 20� -54A 25-0 -�a"a, 1 1: 3 .13 _i D.9 21*8 8.3 23.? 9.1 2 ;8 1.4-32.313:9 .0 1 8 -*1 :1 18 € ` .3 23_ .9 Roof 0 2 40 . -361 93 fig 9 10 L-�, 51 2. 51 JO 14 3-59"216,E - 7.9 16,E -77.3 23 r - 1�8 213-1201 2 20 813 -32.6 9.1 35_ -3y8t.8 �ay.0-4613173-4-a2q.9176A 017 117 u -69.0 22^�-2 ?}�� ��p 2:A-1«0 p 9 • 7 -2_ J 8.3 -:�0..1 9 G -32-7�'�+..6`ulO?��i 2.w'TPxY�.� 1��P.':1 �Y.� 7G� -}y�,,.2i £t).,S't �-72.6 2UD -4M.9;ree 2 IVO TO 2 3.6 73 -25,6 8.3 -28.1 9.8 -33:0 41.4-38 2 110 -43.9 JIU .0 181 -:"''.2 23.2 -79 1 3 10 &0 55-01 9.7 -21 810_5-6 s.412.4 76.01 40-89.016. -102-218-7-11&3 233-147 2 2M ABI:f �r , 20 8.3 -46.5 9.1 212 CO -64 2 11.6-616 13-4-7 3.81 GA -A.7' 17.6, 40.3 222-121.-9 27.4:160.5 3 50 7,6 -33.1 8.3 20.4 9Z -39.310.E 4.6-212.3-532514_' ti1.5 16:0 -JM>9 20.3 -S&S 25.0-109_; v f00 7.0 -23-6 7.7 -'19.8 8,}3. -246.a 9.8 33-D 11.4-38.2 1,3.0 3.9 18�8 41.2 2&2 -78.1. 1 10 12� -1 9:013.7-3 .914.g-233 V.6-2'7-8 20-3-32;,3 23.3 -3 .rt 2115 A2.1 316 41.S -0.9 1: 20 11 A=1 @A 12,6-34A 13.8-23_016.0 2 t 018.; -31 A 21 -W.0 2412 41.0 30.;B -61.0: 37-8 -s 4.0 1; 0 113.0 4GJ6,90:9-30 9 11X9°Z-3 2 119 26_9 16-4-30!18.5 -34A 21A 30.4 26-7 -40.9: 32A -61 46 1 160 8.9 -01110 5-21.:512r=1-25.:214-8 29.v 16.5 .s 18-7 -4-3.2 23.7 48--A 29.3 -S�.8 Roof>7 2 10 12-5 34 l 117-56 A 14-P-41 31 7-5 48A 20.3-56-2 213 -eA L 26-5 73 4a 33,6 -92.9 41X 114:8 2 20 t1,4 31:-i'12.5-SZ4 1 M-:38:t11 BA D 34.E 1 t3_5-51 r�21 a3 -691.3 24.2 -67.5 30.3 .8,A.4 37.8 10 a ,Eras 2 50 111'.0-2B s 119-47�6'NA-32-6119-39A 16:•1 -45.7 1€1.a - .6 2 A ��.� 261 7 .6 32 0 .3 of r 2 lee 8,0 -25_5 9.7 -44.010.5-3 l,1.2A-35:.b'1 4'U-41.216.5 -47.3 18.E 53.9 231 -68.2 29.8 .2 31 10 12a -51.313.7-23.8M9-61 A1 T: -71.6 20-3-814 23.3 -9.4 26-5-108.5 38.8-137-3 41_?3-169..5 3 20 M4-47.912..E 21.9°!3 -57- 16.;D >7,D 18.5- <2 21 u3 9 2 24 e=1 ti 1:4 30:r-120.+13 E-i 3k3.a 8 50 10>0-43.510:9 21.0 1i1 51:f113:D-6U;816_'1 -70-518.E -91.0 21.?1 42.1 M?-116.6 3229 143:9 3 t03 8.3 0-2 9.7 -19,01Ur5-47:91.2 sl-56_214.3-6.6A 16. -74 '183 . 23:7-107 29.2-132413 1 10 180-21.6 21 X-2P,;6 23J-25.1 V130A 32 35a3,37,l) -40Z 42.1 -46.1 13 -S.3 65.9 1 FU '1 DA 20.7 21 2-26:1:,23 0-24_6 27.0`8-Q 31 A-39.6 36:13 2 .4 41.0 43.7 51.9 -rZ.3 64.0 -68.3 1 so 16 B-1 U 20A-26.0 22`2-22_9 26_f3-26 1 30-2-31-1 34.:s -26.7 39.4 -40.6 4D 9 -St A 61:6 -63A 1 1-GO 18'.1-18 1 19.8-23..8 21 i 2'1.5 25a_2 25 2 29-3 29,3 33�6 -3:::.6 38-2 -M..2 48A -48A 59-B -&.L,.8 2 10 19>'3 25.5 21.8-27X 23 3'-3iI 3 2a.;8 :6'S 32 3 #`1_2 37-0 -4 7 3 2.'1 -619 53.3 -6 2 65� -OA.2 Roof 46 6 2 20 1 E1 4 2�I.i 21 26.E 23-0-2C�.b 2"i'atl 4.0 3 i 11 14:a136 t3 �#5.a t9_Q 4 51.9 -6 .2 6 .Q - 0 r &9reea 2 50 18.6-22.9 20.1 26.0 22:2 27126.0 32 0 30 >-37A 34.6 -42.6 39A 48. 49--g -61.3 61.6 -a 5.6 2 160 16:.1-21.1119.8 23.E 21-5-25_0 262 313 A 29-3 35-3 33,6 -40.6 38:.2 46.1 148A 591 -722L0 3 10 19.,9-25.5 21,E 27..8 231-30.3 27-6 35-6 32.3-41.2 97.D �17.3 42.1 - .9 153,3 -In5:2 65.9 -1-11.2 3 20 19:4 24 2 21-2-2U 2&0-29.0 27.0-3ko 31..4 39A:3b-,D 4.5.:3 41_0 -6 u 51-9 -95.2 64-0 40L'b 8U 913.6-22_12�20.4 25_O M2 272 28.0 W.0 30-2 37.1 34.t 42.6 39A -48.4 49,9 n1.3 61.8 -78:6 3 100 18:1-21-9 ME-M: 21-8`2LD 25.2-30 A129_3-35:3 33-6 40.5 39_2 -SA 48-4 -1 .3 69:E; -72.0 4 10 21.8 23.6 2:3,8-2 .8 25_`_�-26A 30 9 4=3.9 46-1 50.0 58-3 .2 22,0 -18.1 4 20 20.8-22.6 223-24.7 24.7-26.9 29.`D-31.6 33.7 3617 3$- 2,1 77 d. 'a5_7 .rj 8-7 -74..8 4 50 19.5 21..3 2113 23.3 2:32.25 a127.2-29.13 31 6-34:6 361 -39. 4- -Z' -,a . RA -:70.6 4 100 18.E-20_n 20.2 22.2 22.0-2 f 2 25 9-28A 30.0-310 N_;1 -37.8 39-2 13.1 49,,F, -M.5 B i-2 -67.3 .1 50 16 =1£i_1 17.7 1D.819.3 21 5 22.7 25.2 26 3 29 3 3U 2 -33.8 _ u'. 4� a 3.7 .d 10 21,8,29.1 23_B 319 25.0 34,7 30+1 40_7 35.3 47 40.5 - 11 4_V r .:3 5 20 2U.8 2? 2 22..7 29.`7 2�t? 3z�12!.,D-38:U 3 i,3 >4 f 38.? �5 i 1 C s ',?i ��.? %:5 fs8.3 -M.9 6 60 i 9.5-24_la 21.3-2f5 9 2:j.2-2��_3 27.2 34 31.3-;39_Is 38 6.7 7M :.:7 ,2- 7=. 4.,A -8 6.0 6 100 18.5-.22.6 20.2-24.7 22..;0-26.9 2�5,9-31.;8 3 36..a 34.9 -42.1 39.2 -4 r.9 49.E - .6 61 2 -74.8 6. ScA 113_� °1 H_1 17.a'i"�,61�J. 21_'�22.?- i.2'�6_ ' °J.�3.0 _33.6 32f.3 -?)a.L 43_6 48.4 5.3_7 -J9.0 a.The effective A ind area shall be equal to the span length ira3Nsalied by san e ecti e v4idth.This axA h-shall be pen-rk; to be not lers than owe-third he span:een h.Fa;load-Ing Fasteners.Ow efxeoive area shall no"be greater 6- n eae area:hat is, tributary to an,indiVidim-t fa stensn b.For effective areas between thoae given abiwe,the:load.may.be Interpolated,oihermse,use Ove load ass•ciated W'Ah he lower effective area- c. T"abte vaftsas shall be adjusled for h1.and a xure!sv-nuifWying by the aCz=atment crasefficient in Table R301 ' qRIME ;.a t i.`ice r y �F .. .-3 ..,t'Fs��Tt�r.�t'. heS3_'4„r?L I a. Tm-af:=e `ivi,-�wrind arse dhall be,(equal Its-,.',he,pan length.m.ultiptlad by an effe�tive width-This Wditit,sh=1 bg rwarrri4tL�to be k6l be N ss Phan one-V L-49 spw(ettgl�:ForJradding(wieners,the s4fecEve 7And area&441 not be y,r:alfw than 4he ea, s is tri'to,Aarj to an fa- ividual Wimner. b. Fri e eels-areas ltietNeen ih-Dse 1vani above,the ked'rriayr mtscr:Aa d;et use the knad assac�aiad Olich ire lewef of eiz e r a. c.Table values shail be ad,,�uaf d.ke hRlght.and expow6we:by rrf;1,1lplyivzq.by fte adjust entwe,9ic's--1 U1 T&J-e 1�,21Z.U(& d-See Figurs'r:;fit 9 1 )for lacaflonoft-ones, e,Plus and rnlnue 1.0.a signify p s a ea acba� f IPrc -ve design wind x es shall rubibe leas than:f1 pef and newgat ve dead=fin -:7d prasaures not be less tnrel-1 �4. g For.allowsbta sitesaidsaign atrt f r TT:au s ecifL e in v c _ i , mponent and dadding losids:are permuted to be znulCpr s!-by 0.6. T&BLE .301v. (3) HEIGH'T AND EXP08URE ADJUSTMEENT COEFFICIENTS FOR TABLE 113012(2) MEAN . R ROOF1 ONT a c 1.5 1:0 112 1 20 1.00 1. 25 IM 1 1> I 0 _ : . 0 iorls 1,40 134 i1.� .7 56 1.191. C-84 TABLE 04.2(4):hlGMINAL A ID)GARAGE ODOR LOADS FOR A BUILDING WITH A MEAMMOF HEIGHT OF SO FE FT LOCATED ICJ'EXPOSURE B psf) Roofs n le U.LTQtitT;�i`�E DES]IGhl 11ND SPEED' u10 DETEPUMMMED I M. ACCORDANCE WITH SECTION 1131ti.11 .MPH-3 ,Mdegrves SEMNID GENT' idt 'height :00 imp 1114mp+h 120 rrtp:h 1,30 mph 140 mph ISO mph: 160 mph 170 mph 190 mph 00 mph 200 mph ,! 7 pM-�91��gq3. {1 *' -'p3 I13.7 ,yI15.5a .6. -°Ili�2 1�:-8ps -20.9 24A -24:1 ��..s�y .�y��,{�� ey�.� ;�y�,� �L�a.h�:-�•� � � �B�38.0-P3.61 iC�L'3iit..'�: 9 .:9 'i.�. 7�3.t. U.6 i 6,3 -1 .G 7 J.7 -11i:7.7 20.4 - 2.r 2.3' 3 -26.0 26.^ti �C�.�! ��A.•3 .�"w�..� 3.�.� �31..u:36.4 4:�.6. 8mph a 5 M p h 93 m p h 40 1 rrr,,h f08rri � 116 P�Iph t,24 rr;< 1-22n="��i 139r,CN51 1.4 rrr h t�6rrA Nominal Design Wind 4em ,� �w� ert c ��,�����Ser�ien;l�rt31.2.i.3` Fcq-S. x f A=304.13 mm., 1 Mile per h r= i.6�ig t h 1 =� 8. r i3 of 1 ._L PI. . F ref e.ctive:.areasor grand s;peebs`holy,teen hasi�give abm*- fte loacl mBy be imerpolatadr c{henNi:se lase y1he load:assoc?alad wi fh lie tao> er a fectlwe area_ 2. Ta� =.aiuez shali tte adjusled for he,ant;and ex sure by znult4plying t she adjustment c*66-Tent in Table 3. Plu and minute s,�alYgnil' pressures actin..?tcward L-rd 8'x .N atom:t� building surfacers. I f�c�3i'v pressures assi m—s-door Ihms 2 fed ij'T width- in te;j},t mq� a3'cnrj zone, 6.Table values nduds. 0.6 Irani M I A►M I•DADE MIAIII-DADS COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadt.gov/economy James Hardie Building Product,Inc. 0901 Elm.Avenue X Fon CA 9233 SCOPE: This NOA'is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the exTiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material.tested for quality assurance purposes. If this product or material fails to perform in. the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail 'Planks nd Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.PNL,PLK&SOFF,titled"HardiePanel,CemPanel,Prevail Pane];Hardie.PlanlCemPlank Prevail Lap Siding;HardieSoffit,Cem5offit Panel;Installation Details Woo et tud Constriction",sheets l through 12 of 12,dated 04/24/2013,prepared bythe manufacturer,signed and sealed by Ronald I. Ogawa,P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade �c Control Section SSILE INII'ACT RATING: Large and Srnall Missile I>anpact Resistant . ,.n4.���.������t LABELIlYG:A permanent label with the manufacturer's name or logo,Plant City, Florida,and the following statements. "ASTM C 11 86 Type A compliant''and "Miami-Dade County Product Control Approved", is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes sliall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA.number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors end shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0122.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M,Utrera,P.E. NOA No. 17-0406.06 NAMI•DADE COUNTY Expiration Date: May 1,2022 \ • Approval Date: May 4,2017 }) f %�2_017 Page 1 l f` S: James Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted cinder NOA #I3-03IL07" 1. Drawing No. PNL, PLK& SOFF,titled"HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of HardiePlauk, HardieSoffit and HatdiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 &203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202 &203 03/18/96 A.N. Reeves P.E. 4. ATI 16423-3 PA 202 &203 031/18/96 A.N. Reeves P.E. C. CALCULATIONS j 1. None. D. QUALITY ASSURANCE 1. Miaini-Dade Department of Regulatory and.Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1 one. F. STATEMENTS "Submitted under h'OA #I5-0122.04" " 1. Statement letter of code conformance to the 5' edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa,P.E. oaf Z�f 1 Carlos M. Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 I Expiration Date:May 1,2022 j Approval Date: May 4,101.7 E-1 I SLd Spacing at 16"O.C. bVALL LENGTH SEE pppilCT trSC tPTiO _- (3�- DETAIL A HardiePlankG,CemplanM,and Prevaile Plank Lap Siding materials �, 18"1hick15plyAPA --..---- i --i - _�-- .._.._..� __ .._..�..-.....--- _ -.��._ .-.....�— -- � � -p�r�n�cui�are nonasbestos fiber-cement -I' I -I!- '�i f sheathing fastened products tested in accordance with ASTM C1186 Grade 11,Type A.and I to metal studs as aescribed in Note meeting the requirements of the ' Florida Building Cade. ! i i ffieaa�ydyi:t�rvilhtsaaei3a !i ita6, �� �/�! yy Water-resistive 13 WALL i ;I le. - ;:�- ` �i barrier per Florida !A K 1)[NiETVE d�IS HEIGHT I Building Code Width Length Thickness Section 1404.2 5 9-11T 12' 5116" r it 1' lit3y !I Mi PzoducYCat�si e �q" I I .I .2097,3Z/8'X1-516" E51G_-N2RESSU$E ATEI�fG Memel G sWd Installation Design Pressure - ± - -- - �-t - -}I- -...... I----- •- OI _�S. - ���' War le n<, Meta!Studs -92 psf Gempiank,Prevail. B { __._ _ N�sl p ••' \ i Lap 9lding impact Resistant- ^ " �NF1l ' d..Irz.GTLo � s• R 3/4 Minimum Edge Distance Nails at 16 O.C.(typ.) % d 1-1/4"tall X 5!iB" Plank„installed over 5/.,"thick!5 ply thick starter strip : APA rated plywood sheathing i DE'J'AII,A _ HARDIF3LAFJK CEMPI,.AN}Cs PREVAIL LA�,P 5tbijVG ENS�'fA)�r1...�7�Qt��lE7/3115 6 ` All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's lnstaliation Sheathing fastener,as recommendations,and the applicable sections of the Florida Building Code. .V I described in Note 1 ■ Metal-studs where HardiePlank,Cempiank,Prevail Lap Siding will be installed shall be designed by an YRf+J�?tJ�i YiSID En Ineer orArahl c t�erthe Florida 2uildlQ Code and the r uirements of{ N O.A,, +ry� ! �• g "�••y,,^�..f..:•.a�+an..wanrrxm�..v. Vc?-�w.� .aY.3L�`�*�•-•e....,._r �;orrrn�•v...sac� �+�� "h u"'�i& o e 5 ply APA raked plywood sheath rigs a! he c ached tb meta{studs at 6"oc at pane! fi�ooepean+c $�tL� \ Siding fastener,as ed es and all intermediate supports using a No.8-18,0.316'head dlameterx 1-1/4"long bugle head screw described in Note 2 Planks s all beepp I -hi iMtisC"st-1a a an ram a owl o e ova wt - e a arthe tap oft pT�ank such that the exposure area of each plank is s&1/4"vertiralJy sh ate 1 he sidin fastener shall be aiYi7�iiii`fum l'o 3=r18 0,31 "Mead diameter X 2•-1W long*bugle heads`� � WardiePlank, screw over metal shads(, or screw shall have at least 3 full threads penetrating metal framing);The siding is L fastened s 8-1/4"O.C.vertically and 15"O.C.hortzonta[ly;fasteners are driven into mei�al studs through 518"Cemplank, thick/5 plvAPA rated plywood sheathing,'fasteners are placed•in the ovedapping area approximately 3Prevail Lep Sidingfrem the bottom edge of the overly ping plank.ertaV/aterarESistive T e P auks s all "ifial1 ove 7 �i clerk!'�ply APA rated plywood Shea hang supported by a minimum "0ga,Nominal 3�/8"X 1-5/8"tv1e -C-studs s aced a maximum of 16,O.C. barrier per Florida ■ ------r-� - - _, �> Building Code Fas ene s aI1 Fiays a mirnrnum edge distance a 3 8. -`_ Section 1404.2 `4 HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDINGS 518"thick!5 ply APA rated INSTALLATION DIE TAILS METAL STUD CONSTRUCTION PRODUCT RENEWED L _ plywood sheathing fastened to as complying with the Florida metal studs as described in. James Hardie Bulldfng Products,)nc. Building Code Note 1 10901 EimAvenue NOA-No. 17-0406.06 Fontana,CA 92337 Expiration 05/01/2022 20ga,3-6/8"X 1-SIT Metal C-stud Phone:909-356-6 00 SIZE rsoMNO Me No izEv The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFT= t By by the Architect or Engineer of Record it 7 of 12. Miami d Product Control compliance v�ith the Florida building Code, Creator E. Gonzales scale 1/2"=1'-0" Date;4124/2a13 sxEel 6.00in. 18In.OC Cladding � l Framing•I � 6,00in.00 .I { Sheathing PRODUCT RENEWED ` I• ( III as complying with the Florida \ i f i Building Code ,W NOA-No. 17-0406.0E T I l 0.75in- -- Expiration D te06/0112022 ^ By •I �+ �N1/rJiri��� Miami- a Product Control liliil OGA REVISSED m cowplyivg wifi dx FUmida yio*wft the FibrW y� Eho Cols rose 17 ma , o. - --- - t �r 7___..__ _ T -------__.__.•_ ___._. Ily I ixJade P Coatrai ahoduetCi • �' STATE OF 58.251n. �,� �OR�O `• ttia`�4�ti. FFtq•IVI%NG NOMINAL20 GAUGE 3-518"X 1-6/8"STEEL STUDS 16" O.C. FASTENED WITH 5l8"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL.(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE. S_HEATH_I_NG • NOMINAL5/8"THICKI5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAD DIAMETER 1-114"LONG BUGLE PIN HARDIEPLANK,CEMPLANK,PREVAILL.APSIDING HEADSCREWINSTALLATION DETAILS METALSTUD CONSTRUCTIONPLANKS OVERLAP 1-1/4" THE EXPOSURE ISS 8-1/4" James Wardle Building Products,.fna. THE BLANKS ARE FASTENED W"NO,8-18,0.315" 10901 Elm Avenue HEAD DIAMETER X 2-114" LONG CORROSION- Fontana,CA 92337 RESISTANT RISKED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone:909-356-6-300 SIZE racm.No DV4 N ' PENETRATING THE METAL FRAMING),PLACED 3/4"UP Fax 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE.OF THE PLANK AT EACH Creator. E.Gonzales scar t]ate:412412013 sHeer 3 OF 12 STUD LOCATION I , ON Stud Spacing at 16"0,0. WALL LENGTH S� Ha d'eP ank®,�mianM,& COLA Prevail(b Plank Lap Siding materials ._.__ __�___.____,.1_ _._._.__ ,_t.___—.___r g/g thiciC!5 Piy APA are nonasbesbas fiber-cement )rated plywood products tested in accordance with f_...--- I si,eathin in ASTM C1186 Grade I[,Type A and ►� Ni»1irrl � accordancewith meeting the requirements of the as cardyg uriih i 649` Florida Building Code Florida Building Code. " Buil Ca � . ! Section 23223 WALL Water-ress veHE[GHTI PW�1idhtfh�L DL}eMnEgf�thtS iOThhliSck ness 7i1 , barrier per Morida y3-1/24 12' 5/16" { Y \ t Building Coda ( j I j biro. , ode , Coatm} i t Section 1404 7 rDF�,StGti PRESSURE F Al ANC QZi. i s ure f I 2"X 4"S-P-F installation Pies gn Pie Wood Studs 92 s�f .01 L.ap Siding t Ct Resistant-- 3/4"Minimum Edge Distance Nails at 16"O.C.(typ,) '' fft.I/lflr � SEC710 . Pianks�ed over 5/8"think!S ply g_g 1-114"iaii x 5H8 APA rated plywood sheathing j thick stariei strip ETALL A -Sheathing fastener,as NARDII_PL1FilFCt_CEtV{FLQht �pREy�cEl_Lge_S�ptt�lG,I ST t_L4TlO aD i]S _ described in Note i Al installation shall be done in conformance w[th this Notice of Acceptance,the manufacturer's �\ installation recommendations,and the applicable sections of the Florida Building Code. ��\ K Wood studs where Hard{ePank,Cemplank,Prevail 4ap Siding will be installed shall be designed by an 1 Eng[neer o r e Florida Building Code and the requirements of this N.O.A. 1\ Siding fastener, as [Note 1 m thick/5 ly APA ted plywood sheathing shall be attached to the studs in accordance I / g with Florida Building o on 2322.3. Ptz �cw REVG , described in Note 2 Planks shalt be applied horizontally commencing from the bottoM course of the wall with 1-1/4"wide as Cob. T106 s `t laps at then otstt[ l t g ch .at the exposure area pf e, c p�ik 1s�S 8-`14,ve lgWht,,. , S , HardiePlank, Nate a sidin fastener shaA be a �/Bon ,.0123"head diaitteter f5: 92"shank diamee`r; y i Cemplank, Preva[i corrosia -resistants tngnli;"'Cli "`sing"Is"asfenetlMB�`1�["""CCCielraty'�°al }Zy: onzoitsl(y; " ' Lap Siding fasteners are driven into wood studs through 5J8"thick!5 ply APA rated plywood sheathing,fasteners > a e�,pa6 � v�e Jtpina are .an x{mately 314"from the bottom edge of the overlapping plank. 1` rti„du. Cseeoi ,� = ertical'oints.s .al[b ire la�oed over siudss, f / Water{es{stfve barrier Thep shall e ns a over thick/5 ply APA rated plywood sheathing supported by a per Florida Building minimum of 2"X4"u-P-F wood studs�sp) dam mum of 16"O.C_ Cade Section 1404.2 Fasteners shall have inimum edge distance of 3/8 . 5J8"��hiclt J 5 ply APA rated HARDIEPLANK,CEMPLANK,PREVAIL LAP SMING ! - f plywood sheathing fastened INSTALLATION DETAILS WOOD STUD CONSTRUCTION 11 .in accordance with Florida ! 'RODUCT RENEWED Building Products, [Inc. Bu s complying with the Florida Building Code Section James Hardie ardie w ild Avenue ,uilding Code '1090@in 2322 3 IOA-No. 17-0406.06 Fontaha,CA 92337 Xpiration teOS101/2022 2"X 4"S-P-F Wood Studs phone: 909-358-630o SIRS FSGM N6 Mr,No REV --"` The wall and soffit frames are to be designed Fax 909-427,0634• A :ML compliance v✓;th the Florida Building -PLK-8OFF 1 y by the Architect or Engineer of Record in liami ai a product Control CreE3tOr E, 06nza(es SCALE 1/2"=1'-0" Date:412412b13 SHEET 5 OF 12 Code, �" " Fastener Spacing per Flotilla Building Code Seatlon 2322.3 1s in.OC--� Cladding f -� - f• Framing f � , _____-__._�__..__. I•1 Fastener Spacing per Florida 5heafhirt 9 PRODUCT RENEWED Building Code Section 2322.3 l as complying with the Florida Building Code 4.75n� �'--•---- NOA-No. 17-0406.06..______Y^_�_ Expiration!) eOS/01/202,' •i By Miami- adfi Product Control f i ------'pROf3UCTR£viSM �.—_-___.--_.___.._-- --------------------------- •1 I . ag oornoyiog with,liar rksictt6,7 l Hmldfmgt:',o� I �Jt.�t �riii L MODUCrREWSED n Ya T yiwfdl doe Fib21 No I i • f q � sp = STATE OF d FRAM193G ■ NOMINAL 2"X 4"S-P-F WOOD STUDS IV'O.C.FASTENED C? WITH 3-112"16d COMMON NAILS(2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOFS STUDS,FROVISIONS FOR DIAPHRAGM ACTION AiVD��S�ffC�`i'�LOAD ARE = THE WALL AND SOFFIT FRAMES ARE TO SE DI~SiGNED NOT PART OF TrIIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD 1N OM_ PLIIANCE WITH THE FLORIDA BUILDING CODE -� 4;V :upsg.::rf!.r.S-dew.•.u*:.�rG3:aaY.:rs,an.e:srr,�xe�ngrtaw'r.:s.�z:+;;srr+;wna�,. ■ TNOMIIYNAL 51S"TH[CK/5 PLY APA RATED PLYWOOD - SHEATHING FASTENED IN ACCORDANCE W{TH FLORiDA " HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING BUILDING CODE SECTION 23r2 3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLA, _ `..°� =.ten - •� . ■ PLANKS.OVERLAP 1-1/4" James Hardie Building Products,Inc. ■ THE IS s� :�., ;;,,..„..,w,,,, ,., ,: 10901 Elm Avenge ■ E PLANKS ARE FACE NAILED WITH 2-1/2"L4NG� 8" - HEAD DIAMETER,0.092"SHANK DIAMETER,CORROSION- r Fontana,GA 92337 RESISTANT SIDING NAILS,-PLACED 3/4"UP FROM THE phone:909-35"- 00 srzs FwMNO Dv-GNO REV T'OM EDGE OF THE PLANK AT EACH STUD LOCATIOid . Fa,9D9-427-Ch'34 A PNL-PLK-SqFF r�•.W7!OR.Tot2V{:.rV♦Lri.ihCRLmSri'nHyL6'aYGi;J:S.'tiar'irk[a.L`}MMii'aY.th:..}'%VT^��" . Creator:E.Gonzales scue 1"=t'-0" date:a/24/2013 sHEE r 6 OP 12 t PROJECT RI62577-1 1 ENGINEERING:EVALUATICN REPORT F013 ATTACHING,JAMES:�{ARDIE.0 BRAND° FIBER-CEMENT PLANKS TO WOOD OR METAL.FkAMED'WAI-Ls WITH VARIOUS FASTENERS DAMES;HARDIE::BUILDING;PRODUCTS, INC... 10901 ELM AVENUE FONTANA:CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2. EVALUATION.SCOPE EVALUATION PURPOSE 2 REFERENCE:REPORTS 2 TEST RESULTS 3 TABLE 1;,RESULTS OFTRiANSVERSE LOAD TESTING 3 TABLE.2iA THROUGH TABLE 2C;ALLOWA%EE DESIGN LOADS.BY PLANK:WIDTH 4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN:bETERMININGI�.AND P 5 TABLE.4,.ALLOWABLE STRESS DESIGN C.&C PRESSURES:EXPOSURE B .6 TABLE 5, ALLOWABLE STRESS DESIGN C&C:'PRESSURES EX* POSURE`C 6 TABLE 6,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPQ.SURE D 6 FABLE 7,ALLOWABLE WIND SPEED(MPH)FOR HARDIEPLANK:SIDING 7-12 LIMITATIGNSOF USE. 12 AS PRODUCT EVALUATOR,`1`HE'UND:ERSIGNED CERTIFIES THAT THE LISTED.,PRODUCTS ARE;IN COMPLIANCE WITH THE.REQUIREMENTS F THE:ASI E 7`�-10, THE 204 Fi.ORIDA BUILDING CODE,AND THE 20i2 MTERNATIONAL.BUILDING CODE, oft ov PREPARED BY: RONALD I,.OGAWA S.ASSOCIATES, INC; 16835 ALGONQUIN STREET#443 /0���9/11lfry�r HUNTI.NGTON BEACH, CA 92649 �,+�' pGAWq 714-292=2602 714-908-18-15.FA?t ,t� s i t i c ol ��rrsrrr[[t[[1 R00AL01.OGAWA'A$SOCKTE$;INC. I6835ALGONOUIN STR> ET.R443 FtUNTWISTON BEAM,CA 92649 7.14-262-2602 714:408-1815 FAX PROJECT:R107257-7=95 JAMfE9 4AROIE$UILDfNG PRODiJG'TS;ING. 1-8e8-5424343 in!o@dlameshordie.com EVALUATION SUBJECT HardiaPtanke Lapp tiding ,lames I ardie Product Trade Namos.r-ovttrad in this evaluaiidn: Harrimpr k&LadgGmnkQ0 Simag,Praxaill"Lap MirnS EVALUATION SCOPE: ASCEI-10 2014.Florida Building Code 20121rdernational Building Code EVAL ATION PURPOSE: Tn+s analysis is to dercrmine the maximum design 3-second gust MAd wed to oe resirrted by an assemoiy oi..HardfePlank(CemPlartk,Prevaii Lap s ding fastened to tivaod or mo;ai gaming tiYih rKiiis cr screw . REFER ENCE.REPOFITSs 1.interek Report 3148104COO-002,Transverse load taming u51 HardiePlank and HardePanel Flr,:r-Cement panels 2.Ihfe ek Rugott 10D717048COQ-003;.Transv dso load IesNaa on t tatdiuf�lank and Hard 9hingia G wq erg i• Y *`1 gS1014A\- t; . RONALD..L 015MVA ASS001ATES,.INC. 18835 ALG0NQUtIV.S't'REET 4443 NUNTINGiTQNMeACH,CA 92649' 714.292.2802 714 QQE-1815 FAX 'PROJECT:1110=257T 15 JAMES:HARDIEBUILDING PRODUCTS,INC- 1=888-542.7343. inibi jameshardie.com TEST RESULTS;: Table 1.Results of T►ansverse Load Testin4 Re n�um0er 3148t4COQ-002 -314810Ctl0.0 1061104 + ' Ipot 1£OQ'*4 6 l Test Agency lntertek Intenak- Inteitek Intelta, Thickness(in.) 0:3125 0.3125 0,3125 0'3125 Vildth(in,1 5.25 5.25 6:25. 8;28 I Wood 2'x 4'SPF L'Vood 2 x:4'SPF Wcod 2 z 4'SPF Wood 2*:x4-SPF Fraine7I>e w11t16" mills" v1?7116, vli'1i5` DSA sheathing OSB sheat"I[I QSB shea'7s ng OSB Obeathing_ Frame.Spading(in.) 12 12 8. b, *8 wraferhead screw,1 03vra�`erhead' rev ser,:1. 4d ring shank siding 4d ling shenk;siding Faster-- type hB"z D.376"HD 518 x 0.375"HD 1 'x 0.b90"-x.0.215' 1.6 x 0.090 x 0.215' Faslendr t.nngth jind-&-4Y 1.625 1.5 1.5' Fastening bfelhod Blind ringed t0 058 Blind hailed 10 088. .Blind nailed t0 QSB Bt,rd haled to t7Sf3 Ultimatd Load.(paf) 310A IWO 152 198 Ces" n Load(Dell, 103.5 46:3. 30.7 56.0 trectiv Trio •n Area 0h 0,333 01667 0.389 0192 'rasten4r LQad.s5 tEsietl i 34.5. 30.$ 19.7 iitifastntlInor; Adjustee witted,awal design toad Calcrlafmd fastener•.tndrzrpW lead.4 compara vdii Ilya ilDYast inefj,V.r �.9 35:& test re!Ml and bee 5pr@ cia sph alive orvw+tt Lr uSed, Net Fastener Penetration(in.):P 0:437 0A37 Viwd$pit ittc Gravity.G. _ 0.74... 0.70 Nail Shenk Diamelef(in,);0 0:090 0:090 Wltha*�vro'design value per NOS 2012 I ESP-i 530',Vim penetraf on j, 50.9 50.9 VJ i.Ailo ble design load is delarmine4 from ullimam topd.divided try a factprpr9Aty of 3. 2.HaicIieF^ank Sating complies vein AS`TM Cl 180,Standard SpErAf"on foe Grade 11,-type A horn-asbimt03 l=irer-Cem2ief Fldi Snews- 3,An%qu:vatenl specific gravity of 0.70 for nno shank nails inslaDed on OSB is recommended by APA TT-0390. 4.CalgtIdaled fas:anas vAlhaLaval Toad is compared with the test result,and then the more consenraftve one ua he used. For all cases-in the table,it>a-adjusted Withdrawal design lafue;W',is catcu;atad as WI=C 'V'/-P Whe e; C, load duration factor perfIDS-2012 Tatter 2.3.2 farvrindieanhquake toad-1.6 W z withdrawal design value,calculated per NDS-2012 or cSR-1539.whicjtever applicable P fastener embedment depth,in, 1Nhe nail shank,D,z 0.0=--mull but<0.375 inal for sni=n shank nails,NDS-012 equaticn(11.2.3)is used io calCt:late.,Vj f raxal.tlasign vab3e 4V 13Ba'G'"'`D Wherje. G.1 wood spbabc gravity per TWO 11.'s:3A D J nail shank dinineler,in. When nail triank,C,is less than 0.099 Inch,of In the rase,of rnTstmnk'nai s,:the lvlihdrawal design valueswere obtained from ICu-ES ESR-1539 7apto 2. IVAL v 4':t• lF� � i . .r�'iifirrrrrrrr 3 RONALDI I::OGAWA'AgSOCIATES,:iNtG 16835 ALGORQUIN STREET 443 HILINTiNGTON BEACH:CA 92e491 714.282-2502' 714-SOBIAS15 FAX F130.!E6T RIO-2577`45 DAMES 1-14 l}IE 13UILDING PRODUCTS,iNC., i tOEIZ42.7343 inlegameshardie.earn For Tani.2A io 2C the 4esig11s.l0adswal be calculated by propctticnirig tha:tribylesy.arlaa to eat;h fastener,,tllereiy destgn.load lasadl7astener ssdii be,(tept o 1s1anC::t3y;doing:so,it><allowable design. kad for arimis HardrePlank.widllts,and'stud spadrig.vdil be delarrvined, Table .,allowable Design Loads Based on Constant Fastener Loa d,'tM Vfmferiiead strew r0.375"Mo.fasteners concealed Itilind sc►etwJ at 12''O C 10 Vl$P_shea thing'aniy For 5.25 inchmilde HardiePlank:. Des(grr lead 0t)ntate failure tdawros 310.4 psi 13=-103.5 psi Effective tributMy*_t(plank wl nth H%pG led ip:y{eather Xlesleiier spec ng)ft4dl»(j5-25.1:25)X 12j1144'-0:333 sq,11, Fastener toad=design!cad X tir't unary:a(ea=-103.5 X 0.333=4C5,potatds For 9.25 inch mdo HardiePlank: Design.load=ultimate fa Lure ftsarf1F05=-138.9 ps113 W=46,3 psi Effective trrbutary=((plank vAdth exposed,to weathef-X fastenerspacing)"44)=((9.25.1.25)X 1.2)1144=0.667 sq.11; Fastenei.ima=design aadX tributary area= 4&.3 5 X 0.667=-301 Q ppunca The fastener loads for 21 other plank vAdths'weirii linear interplated from the bva tests Wsed on plank Wdlh Caltarlaated allcwatile design load=fastener load.tested condition divided by area.l6Wary for ihe.condidonio be calculated +a C C. 6i C C OD" O ,4ardie lark't+:dih v E p v W E I m A a w,y Zi'a tinchesl "v 5 r�,n td 15:25 310,4 12 0:333�1 403.5 -U.5 16,25 12 0.417 -80.6 -.M.6 7.25 12 0,500 -65:8 -32.7 743 12 0,521 1 -62.3 -324 1 8 12 0.563 1. 58.9... -32.0 835 12 0.583 54.4 a1,8 19.25 -138.6 12 0.667 1 -46.3 -30.8 19.5 12 0.688 f 44!5 .'.0.8 1 12 12 0.895 31.6 -28.3 'table;a,Allowable Design Loads Based°on Constant Fastenep l.9ad`4d ring shanksiding nail(1.5"x0.09 x0 215'};;isteriet`s Oocealhd jbl nd;pall)Ol V D.QAo WSPshea(iting only For 8:25 inch wide Hweied6lank' 0esutn lead ultimate failure loedtFOS,=-152 psft 3=-50,7 psf Effective tributary=((plank width axp3sed to weather X fastener sparirMI44)='((8.251.25)X 8)1144=0.329 Sq.fl. F astenar load.=desigh:icad X irbufary area=--,50-7 X.O.3b9=AV the T-he fastener loads icr a1 other plank width were calculated based on ihe same fastener load Calculated allowable design toad fastener load tested condition divide by area tributary to the condition to.ba catcutaled m e t� tianL Puri';^501h o c w I ne rzsu°env u¢` 15.25 8 0.222 -88-7 s,7 16.25 s 0.278 -70,9 A7 17.25 8 0,333 59.1 -19:7 1715 a 0.347 ) -56.7 -1917 8 8. 0.375 52;5 -19.7 8.25 .152 8, 0.389 :50.7 -117 0.444 44,3 -19,7 I9,5 .. .... s 0.458 -43.0 dI9,7 12 1 3 0:597: I -33:0 -19.7 Table C.Allowable Design Loads Based on Coiistafit:fasfener Load..44 ring shank siding nail(1.5"x0.09^XO.Z15"),fasteners concealed(blind twil)"at.6"d.C,to WSPsheathing only For 8,25lrtch wide HardiaFtartk: - Design tcad-ultmam fOure loadtFOS=-t 98 ps.10=•567 pst Effective tributary=({pfankv4dih exppsed tq weather fastenerspac(q)+1441;((8,25-1IS)X 6)iI44=0.292sq.ft. Fas<,ener load=design load X tributary area=-66 Y,d.292 -16:3 lbs The 13stene.r 103d5:for all otter plank%.;nth were Calculated based on the same fastener load Carted allowable design load=faslgner load tested condition divkied by:ama tributary for me condition to be calculated n A -lard( Plank Wrdifi 3 n roF1(I N (.nciest F eLu 5:25 3 r 0.16 v -115 8 -1913 •- 6,25 6 0:208 I •926 -19.3 �� ••5 17.25 6 0:260 -77-2_ -)9,3 7.5 :6 0.260 -74.1 -19.3 \ l 8 0 0.281 .0.6 •13.3 18.25 96 6 0;292 66.0 •19.3 + 2Z 5 0.333 -57.9 -19.3 'ti, r . 9 5 6 0.344 t? 3 0.448 43:t -16:3. `•i ^)OR . yt il'iI 4 ; .,RONAL.D.1,OGAWA ASSOCIATES;_1N1C. 1883E ALGONQUIN.STREET 9449 HUNTINGTON BEACH.CA 92do 714-292-2602 71.4SUBASi5 FAX PROJECT:R110=257745 JAMES HARDIE BUILDING PRODUQTS,INC i-886�542-.-r ads infoQatneshatdiexam DESIG WIND LOAD PROOWURES: Fiou cap ni siding transverse ioad capacity(%Yhd toad capacity)is determined via Compliance testing.to transverse toad national test standards„'lta the transuf"a load testing as aflovraIf.design toad is.determined;based ona'fa:tor of safety of 3 appf.ed to 91e Wamate test load, S rtrP.th I anonofi 4 trugn load is based'od;actor of?slaty of 3,nnaviawo design toads on liner ezment siding eotreiate directlyt0 required design cdessuras for Allorra'Jte Stress sY�n, Rld Me TWO Me should be used witti equaliphs,for AllozmWe'S:ress Design 6y us<ng the combination loading equations for Allowable Stress Design{ASD).:the tested allowable design toads for fiber=cemanf�id.ig are atgnec•w th lna Wad St C.'d lei Wremetxs to ASCE.7}i o Eiguro 28.5•I A;•Figs we'26.9-1 B.and Figure 26.5-41 C. for this analyst,to calculate the pressuresist Tables 4,5,and @;the land comb,net it wStfbe-in accordant a waif ASCE 7-1 0 Section?_4 comtiillirta romfhallbads uswtg alloc+ab a stress design, 'ad combination 1: Load combination 7 uses a load factor of 0.6 applied to aid wind veloCily pressure. Equal), qr=0.00'd5+3•K;K,_K V (r2L ASC_7+10•guardian 30.3•1) Veloaly;Wessufa et hutytu 2 K,,,veiaaty;c essure expwure meffc ent evahieted at height x Ku ,topographic aactor Kf,, ,viind duectionality factor V,,basic wind Equati n2, V=V„ fret,2012.J$Gd,2014'F5lC Secton"1d02.1 deflnWvnsi1 V,,,f uninate'cosign wind speeds 134ecandgus,MPH)daMmurec from 12012 i6C,2014 R ICI Ffqures 1a6bAi.B.,cr C,A5C'c 7-10 Figures 26.E=iA.B:rr'13 Equati tm 3, p=q:'tGC�GC.) (.far..ASCE 7-fd eynafian 30.d-1) GC,.,pradum df extemal pressure Coefficienl and gust eftet:`actor GC„ .product of internal pressure coeKidenlr uf.gust•et?ect.fador p ,design pressure(PSF)for siting failowaWe design Toad for siding} To defer<dn-N vesigrl:pressiire:subsdrure qt Inca;Equa8or3.�. Equation 4, ,�-0 r.0256'K,'K K".r •(GC GCf,} Atiowa Ile$Tress uesign.ASCE 7-10 Sectian 2.4.1.laad,carnbiaah'wi 7. Equation s, 0.6e+U:tWl {ra,..ASGE"7-%0 secticn 2:4-i;load cdmbnatri7ri:7) G dead load VV,wi td toad;load due la-wild pressure) To date ne:he Arlimable Saess Design pressura,apply the.'Dad factor for Vf(wind)from Fquadon 4 to p(design pressure)d&'ermined fats;n equatio n 4: Equation 6,. P.,=0,6"pl Equation 7; p,,,_^.ti•(0.60256'K,'Ft.•i{-V-,"(tics-i3C.1] PquaG rs psed fopflpulare Ta71c+4.5.and ti. +'a dare mine life alJovvabfe uf8ntate basic ivind speed for Hardie Siding in Tabie i,salve EgdaIL-n 7 for V, equation 8, V,;f° p,.rti3.6'6.002 b•ii,:f5,; •art r 4iCzl}ar' tApplrl to rretriods specifed irl Exceptions f through 3 of 1201216C,2014 FBC)Section 1809.1.1..fo defernrne the a#otvabie.frorninal desV tvind speed(Vasa)for Hardie Strung in able 71 apply life conveno."[Omuta below, Equation 9, V„.z V",(d 61?3 (reC:zi)Is I&C Z.2014 FB.0 Secton,igrrys��AM?"+6, V .,Nominal design Wind spaey(a-second gust mph) drat )D-,2l5CA 2014 IrSC Sect or f,�GAVv4 1- Table 3,:Gbaffrrlenb;and:Constants used In Deterinining V and p, - 4 K. Wall Zone 5 t� •' �`v Height M) Exp B Lxp C Exp-D K,, 1t; GC G GCt, 0-15 o:T o:as i.a3 a_6T1 0,85 -1.4 0,18 > G t * ` * 120 0.: 0.e f,08 1 o.as -1.4 '0.18 � 25 0.: .. 0.94 1.12 0.95 -t.a Q.18 A 1 0 0.7 0,98 1.16 1 0.85 -IA 0,18 � $TAT `.� e 55 3,i3 1.01 1:19 t._.... 0.95 -1.4 0.18 F 4-0 3, ,,ix ,.22 0.35 -l:a 0.1e •=as fi�a�p�p�,. 0.7.88 :08S 1.2ag 1 0.a5, AA 0.1s � � "••'. .• r 1 50 081 1.. t.27 1 0.8� 1.4 0_78r �l 155 ;v,$3 11,11 1.29 7 O:aS -1.4 0.1Lf %� QNA\- , +t &0 0.85 1.13 1.31 3 0.85 11.4 0,18 "I IN 1.26 1'.43 h>60 1 0.85 -1.8 0.18 5 1 RONALD].OGAWA:AS5OG(ATES,:IN.G: ISM ALGONdUIN STREET.#443. HUNTtNGTO'N BEACH,CkS2649. 714-M-260i 714-90&=18.15 SAX PROJECT;RIO-2577AS JAMEB.(:(AROIE$UILDIPIG PROOU�TS;INC. I-8387542-7343 *nto@iameshai ia.com Table 4,Allowabla Stress Design,Gomponent'and Cladding(C&C)Pr0s9iYeas(PSP)to V#Od:apeeds-Wind Expasuva Cdtegory is, Ydindl8pttd(3- Ii 190 200. 210 second gust) 100 105 110 1:15 120 130 140 150 180, Nriiphl 1t! S 0-15 =14.-0 15:8 17,5 -19.1 •*208 •244` -28.3 -32:5 37.0 . -52:1 -57s8 -63,7 120 -14.4 ra.9 -17:5 19,1 -20,8" .-24.4. . :28.3 ,32:5 -37:0 25 -14A. -15,9 r-17.5 -19;1 �20;6 -24A -28.3: 32.5 $7,052. 578?0 �tY.d 75.9 175 ( -19.Y -20:8 2d.4 -28.3 32i5 37.0 521 l�57,$: 35 15J .16.6. -18.2' -99,9 .-21,7 85.4 29:5:.._. -33:9 38:6. 43,5 -48:8 '--54;4 .•60.2. =68;4" 40 -15.7.. -17.3 19,0 20.7 22i6 -28.5 30.7": -W.'3 403 45 =60.8 >.58.5: •t32:T .-69.1 145 -16.2 -17.9" .19.6 21.4 23.3 47.4 •31:7 .35 4 '41:5. -46.8 -52.5 0..5 -64.8 -71.4 50 =16,7 18.4. -212 -221.. 24.1 -28:2 -32:7 47.6 .-42:8: -4.8:Z -54.1 :'-60.3'1 -80:8. :-73.7' 55 -17.1 48.9 -2 .7 724�7. 72$9'.7 =33.6' 738,5 _ 38:_ ,TE, :.•55-.5 -6T8 -6t}.5 •=75.5 1 e . G : a .r (..W ,1. : f Ilco -2S•5 .2$:2. - 1,0 - t-0 35, 743.3 750:2- -5T5 65:5- 74:0 62:9 'mod -1 22.4 -112.9 Table 5t A,lbwat4e Stress Wsign .Component and.iCladding(C&C)Pressures(Psn to be Realsled at Veriaus.Wind Speeds Wind Exposuro Category C; 41rnc Speed 13 second gust) 100 Ws 110 115 120 130 140: 150.. 160 17G. i00 190 .200.;. 210 Height ftq C C C C' C- C C' C C C G C C' _ C 10.15" 17-5. •19.3 -21 2 -23.2_, -25.2 -29,6 34.4: '-39.5 -44.9:- -50.7 -5&8 63.3 -704 -77:3 1 20.... . _..-Ike .. .•20:5 .. -22.5. '. =24.6: .....-28:7' 314'._. 384. .. -41,8 ...47,5_. :-53.T: -bQ.2. -67,0 -74,T' ;-81`.9 1 25 '-19.4 .-21.4 -23.5 -25.6 -27 Q .32.8 -38.0 4.3.0 49.6" . •56.0 62,8 -T0.0. =77,6 -85:5 130 -20.2 -213 .24.5 •20.7 -29 1. -34:2 -39.6 -45.5 -51.8' •58A +85:5 73,0 -80:9 .-89.2 35 -20.6 .23.0 1 •25.2 .27.6 -300 -35.2 40:8.. -45,9 53,3., . -6". 67.5 -75-2 33 3. :-91,9 1 40 -21.5 23,7 -26.0 28.a -20.9 -36.3 420 -48.3 -54:9 -62.0 -69.5 -77-4` -85.8 -94;6 1 45 -22:0 -24,2 -28.6 •29:1. -31.6 37,1 -43.1 49;4 53:2" -63:5; -71.2 '-79.3 .870 •96.9 1 50 -225 -s^4:$ .-27:2 -29.7 �24. •.33.0 `c44.1 .;W6 -57.6. .65.0 -72;9 itz' .-ast .•99.2 I w -22.9 -25.2 -27.7 30.3 -33:0 -3$:7 .449 1 :51;5 -58.6 .6$2 -74,2 .-$2-7 1 -91.5 •101 0 1 .d ,4 -4,: 2A .4. - 1 t 10017 32.6 35;9 38;4 --4 46;9 .55.0 •83.8 =73:3., -83.4 •94:1 •105-5 -117e5 1 6130.3,-143.E Table E,Allowable Stress Veslgn-Component"and Cladding(C&C).Prossures.(P$6 io ba:itasisted at Varioua:Wind 5pea6 Wind Exposure Category bi Wind Speed i second austt 100 105. Ila 115. _ 120 _ 130 - 140.,. 1a0. to 170 4180 190 � 2C0 2110 H21ghl t111 D D D Q t7 Q D D Q D. -' .D` D 0 D l 0 i5 21.2 23.4 25.7 •28:1 30. 35:9 Ght3 l 47.8 5G.4 •6L� 68:8 75,T -85.0 1 20 •22.2 •24.6 -27.0 1 -29.5 -311 -37.7 -43.7 -501 57.0 -64,4 I -72.2 '-BOA -Ml 5-7 1 25 -23.1 25.7 -28,9 �-306 -33'.3 -39.0 -45,3 752;0 -59;1 .68:8 74.9 -83.4 792.4 -101.9 30 -23 9 -25A 29,0 31.8 4,5 6ti.4 -48`8. 53,5 51,3: 89.2 -77,5 -85A '-96.7 A05:5 W45 -24.5 -27-1 -29.7 -32,5 -:W3 •41.5 -48,1 -552 -62R -70.9 -79.5 -88.6 -98.2 "-108.3 -25.2 27:7 -30.5 -33.3 -3<3 2 -42:5 •49:3 -we -64A •72:7 •81;5 -9:) -t0G:7 11I.0. -31.1 -34.0 - n. -43,G 0.3_ R.8 -05.7 -74,2 -33.2 -9ZT A02.7-20.2 -225i .31.7 i -3/ti.6 37,7 .. __ -44.3 -51;3 -58.9 -67.1 -75. 1 54.8 494.6 • DUro.8 29,3 -32,2 -35.7 -3a.3 -45,0 -52,2 -59.9 -d8.1 ZB:a 55.2 -95A -106:4 •117,437,0. 1 40A. -44.7 1 •48. -532 -52.5 -7 :5 -832 -94A -106-8 tt9.$ -1 4 -147,9 -153;3 Table, ,5,am 6 are tlnr d on ASCE 7.10 a"consislenl unit the,701218C,20121RC and the 2014.Fltu'w+a Edging Code:: Y 4 121 e R14UNTiNAL01,O"AW":ASSC3GJ147ES. 835,4LGONQG1't)N'BEACH,Cf49264> 714-292-2fi62 714.9681816 FAX F'ROJEL'T:Rl0-2577 15 r�ylsilfJJ/fz:�i M 5 E 4Z RD1 RUILOINIS.PRODUCTS,:INC. �a,011 A 1 inf4��atnesnaTdis_com tiiy� � �'`"' '.,: �N s Table 7,Allowable Wind Speed. rnph)for HardiePlank Lap Siding(AnatyHeat McMod4vA$lJE,7 fO ChapterM C&CPaj 1 ai►d Part 3),Ik M 2072 igC,2014 FBC 20121}3C;2014 Fe.0 sTATE OF P. k N.biwtile;Ultimate AI ovrat>ZA:Nominal Design W mo nd speed; Den wind 5peeti,. el Y2 f3-second gust mptii t3-se r~nd qus1.rnpif) :,poGc able to nteCYas 4404caw to methods speciflea hi V012 MC. �y�u�m 4cxrilpl ens r 201;FBCJ$eCn l6DB,1.1.as dat9 i1 inaH try 9"Mu9h 3 of.1 0121 f3C. 12012 lk,2014 f8CJ ii¢FPG1$pctipn rigr#ns=9A,B.or C: 5539'1a1' Coo�tim>t;+d8od ln. able B Cakulatiat5sii9i.V, wind:expostfrecateg Wordexpa Sure Cat N .Vdig ic,. i' CI= ._ Fasletter Bu0d61c; i' Mfdth Fastener Fastener FramD :, De,cgi1 Product Thicktress inUlds T &P11cti15 Heigflt"- B' k243 1}: 5 C a finches] i ) YPE :Sea 9 =iF (Inchas) (feel) ta�0 t�F) Er.F 6 cxF C £xa O j }Ct ..^�".,.• �o 0-15 268 221 ' 207 188 171 4035 0.7. 065 1,03 titiD t AM .id 0:16 20 268 216 207 183 167 .103.5 0.T .C9 .1.06 1 .US -1A 0.18 No:8 x 1 2X4 taaod 25 268 212 207 179 164 -s03.s 0.: 0;94 i-12 1 0,85 .1,i 0161.St8"�ongw or2Q'ga, 30 2661 2D8 20.7 t75 161 t03.5 C,: pSS° 1a6 1 0.66 -i.4 '0:16 C.375'HD MW steel .35 282. 223- 245: 203'. 173 159 -103.5 D:73 1.01 1'19 1: 0.85 •1.4 018 HardieP nk 5116: 5.25 ribbed screwed framing, 12 .40 257 220 1 243 .199 170 157 .:103.5 0.76 i:04 1;22 t 0.85 .ii 0.18 vralerhead to W$P 7%16'lhick 45 257. 217' 1 201- 196 1. 168 155 •103.5 0.785 1:085 T245 1 O.BS 44 GAS screw, YJSP 50 249 215 199 193 7 i86: 154 AM Met 1,0 1z7 t p.e5 =1.4 0:18 sheathing 55: 2413 213 197 190- . 165 153 -10115 [Les.. 1.11 1.29 t 0.65 -t z 0.:8 60' 243. 211 196`:. 'i88; .163 152 .103.6 0.8:r t;i3 :i.31 1: 5,65 •1.4 6:10 . 100.• . 201' 178 16? LAOS 1 138 1130 40315. 01141 1.28 1,43..ih.SD 1 GAS =f.8 C.1B D-15' 236 214 1 195 1 183 165 151: -E0 6 b:F I JOES E11,3.3t196D "-1 0.85 + 44 O.18 20 236 208 190 103 161. 147 -t'.11.5 O:r ' 1 0.85 i,4 O..i6 fie:8 x 1- 2X4 vmod 25 238 204 187 183 155 145 ;aO.6 C:7. 1 085 -t.4 G:tB 5 8'Ian3 c. 0 20ga, ao` :236, 200 184 183 165' 142 flO.G D.7 2 0:85 -1.4 C.28 81ind sleet 35 231 197 1Si: 179 152 140 .: .v 0.71 ,. 0,65 Hardie tank 5ti13 6.25 ribbed Screwed framing, 12 40 .227, 194 170` 176. 150 139 -E0.6 0.71 1 C4, 1.22 1 0.85 -14. O:tB Svaferilead la VVSP Vie'ihl* 45 l 223 192 " 177 173. 148 137 -CC.6 0,765 LOSS 1.245 1 0:85 .1,4 0.18 YrS? SO 220 188. 175 170 14T 138 6G.6 D,81 1;09': t27 .1 0;85 -is' 0.18 &crepes' stt8a}ping 55 217 189 174 168 148 135. . =E0.6 083, 1,11 t:9 1. 0:85 a;4 4i8 + 60 I .214 186 1 i3 16S 1{4 J34 -eC;6 0.e5 1,13 1.31 !' G,85.•1,4 0.1a 100 I 177 :157 148 ,197 122 114 eC6 ., 0.93 1.26 143 f"615 1 Q'85 :•1,B GiB I 0.15 213 193 175 165 15D 136 -S5;3 0.7 0:95 1.03 ImX4. 1 lo9S AA1 0.18 20 :213 ..18B 177._ t65 145 133 653 0.7 0.9 :1.CB 1 4285 14 O.lti No,B r 1- ZX4 wood 25 213 184 166 165. 142 130 -66:15 0.7, 0,94 1.12 1 1 0,85 -1,4 O.fB eis ttx�t x or 20 ga. 30 213 180 165 165;' 139 128 :65.3 D^r' 0.08 •11E i- 0:35 44 .0.18 0.375'Hf3 Fit t f] SOW 35 203 .. 177 163.. lei 137 126 �5.3 G 1;01 `' i:.18 1 0:E5 •7.4 O,1B WrrieP ank ` 5116 7 25 fibbed screwed framing. 12: 40 204 ' 175 l6l 15II 135 125 -a5<3 '076 1:G•r 1:22 t 4.e5 -t.4 0:18 ffit 10 4N5P 711E"thick. 45 20; 172 15D 1 156 134 124 1 -65.3 0.755 1;095 t:245 t a as -1.4 0.12 watemead (( screwsr WSP 50 198 170 168 153 173-4-2 122 •65.3 0.81 1.09 '1, 1 0:65 •t.a 0:16 P sttealntng 55 105 169 16T 151 121 -65.3 OZ3 1.11 129 t C:BS 14. .0.18 If 60 103 1fS7 _ 155 150 120 -65.3 0.85 1.13 .,31 lll4 160 142 133, 124 703 �5,3 0.W 1.76 L43 t10 0-95 -1,6 0.15• 20-5 188 171 161 133 -62:3 i 0.7 10,85: 1.03 i QO. `1 0.1851-1.4 0.18 20 248 163 167 `:161 130 623 0.7 0.9. 1.08 1 D.tlS -1.4 D.tb �X4 wood 25 203: 179 164 161 127 -a2:2 0.7 0,94 1.12. t 0.85 -1,4 D.18 No.8z1 - � sm"long x or 20,a. 30.. 243 176 161 161 136 125 0.7 0.98 1.16 i' 0:65 :A 0.1a 4.375".HD Dlind staai 35 203 173 159 ` 158 134 123 -5'2;3 0,73 to, 1,19 1 GAS als Hard eP anx 5!16 7.5 ribbed scrcv.ad framing, 12 40 199 170 157.- .154 132 122 02.3 0,� i.oI f Z 1 G.85 -r.: CAS waferhead 1n 41SP 7+16'Ihick 45 t95 168 . 156: 152 130 121 -OZ3' .0,765 1.005 1.245 1 0,85 '1.= 0.18 11SP 50 103 166 154.: 150 129 lie >5 S'':0,e1 .i'D9 t:c7 i CAD -t.4 0.18 srrews' Sheathia 9 55. 191- 165 -163 148 123 lip, f�-�,._ 11.83 1.1Y :1.29 1 0.85 •t.L 016 60 189 183 152 146 127 116 -G23 0.85 1.13 1.31 !; ;. US 7Z 0.18 too 155 138 13D 1211 10T . 101 -62.3: 0,9,3 i.lz$ -,43 h}e0 1 0:85 -1<8 0.18 0-15 199 -180 164 154 139 _'127 55.9. 09'1 D.85 t.03 11de0 .1 085.-t,s D:18 I 20 193 175 160'1 154 136 1 124 1 Ic9, 0.7 0.9, 1,00: ! 1 0,65 -1.4 0,18 Na.a x s 2X4 wttod 25 19B 171 157 154 133 122' SE;9 0.7 Os4 t_t2 / ass -1,4 0.18 5f8"long x °'2fl aa, 30 193 168 154 154 1 119 -5E9° 0,7 ¢98 1:1tl 1 O,iIS .i z 0.18 0,376'HP Blind sisal 35 194 165. 152 151 12$ 118 D.73 1,01 :i,15 t 0:8S •t-4 tl 18 ItxnieP ank X/6 8 ribbed screkyad framing, 12 40 190 163 160 148 125 116 59.0 G,r B. 1,04 L 1.22 0,85 -t a 0.18 waferreaa t0 WSP 7116':.hick ...45 187 lei :149. - 145 125 115 -5E.9 O.'M 1,0651 1 245 1 US -1 A 0.18 4 screws' V1Sr' 50 184 150 147 i43 ' 123 114 -W,9. 0:431 4.G9 :t,27 s: 0.85 •1.4 018 sheathing 55 182 158 145. 141 122 113 -56.0' 053 1.11 t.2G 1 0.95 .114 0.16 60 18D 156 145' 139 121 112,. :9 6.85' `.13 t.3i i 075. -id 0.1E 100. 149 132 124 115 102.. Sib S8'9 D.% i 28 143 h:60 t Gb5 -i.5 D 18 7 RONALD I.OGAWA.ASSOCIATES,ING, 16835`A1:CONOUIN STREET#1443 11UNTINGTON BEACH;CA,9264! 714=292-26W JAMESHARDIE BUILDING PRODUCT5lNC: PRdJECT Rlt}2577.1� ll� iittU+/1fjtk 1486-542-7343 ��+ •� +t� r. A' infa@jameshardia;cart ti4 l.? 7Y 2012I6C 2074-ABC "2012 fBC 201.E FBG Atl"abte,.0 ftel9 A6cwable;Nominal 'STATE [resign Wind,Sneed. Design Ylcut,speed.. � t S A c'OF (xSeconit.gust mphki la-se+`orxl jwst mph) O RI, R9prKOC'9p`n!!"Ut4CS APpi�cabstom�tnais �•�' I; irtedtn�zoszlsc. '"ef ON 2014 yp •8ed,in Exceowas I ? . FQv)S9CUC17 16D9;1.i.asdet6ivi eaiby thtguglt3bt'(ZG12-SC. , - 12D12lk,2614:F136)` 29taF Satlidn F:nes%09A 4, CooHltlatitlt used In Table 8 caiculawiii5 f0!11 WX4 Dasurecalepry Wind expcaure calegory skiing K. Froducl t Build + LtTdlli Fastene"r f`!-a$(ener Fa Fas ener ding Frame ' t7r5gtt 1'roclu�ct Thickness i J Spacing Spacing HBigMt 8: C Q. B rr D nures) T L 4 tnriit3s) pa g TfPe (ncflgs} Ifee1} VOSF) EAPB EmpC F4D Kf K. W,, .GCV 0-15 1W 176 160 150 136 .124 =s4,4 ' -0;7 :085'""':,o?: hs-r0 1. 0.8: -t s: 018 20. 194 171- 156: 150'" -lW 121 -544 0.7. ..6,9. 7-.5 7 0,85 -1:a 0.!a No.Sxi- 2X4vmod 25 194 168: 153, 150 " 13121 7,19 -54A 0:7: '0S4: .1,12 1 0.35 •1.4 0:18 W.long le ar30'ga. 30 194 1" 151 160 127 117 •St4 0.7 .0,8a 1.11i 1 0.85 4 GAS 0.3T5-HD Blind sleet 35 19C. 162 149; 14i, 125 115 5e,4 0:73 1.Ot P 1.10 1 D85 -7.4 0.16 Hardieank 5f18 US ribbed 'c"' ed' frartr tg, 12 40 186 159 147 144:' 123 1i4 , :;54.4 0.78 1.04' 121: 1 'G:85 waterheaa to WSP 7r16"mick 45 183 1ST MS 142 122- 113 -54,a' p;7,t5 t.03S :t,245 i" 0:85 -t:4 10:18 VVS.P 50 180 . 156 144. 140 121 112• 5-4 a81 1.09 t,2? 1. 065 -1 0.18 screen' shealhirt 9 55 178 154. 143. 136. 179 11; -A 0.83 1•5 1-ZA' 1 0,85 -1.4 0,18 60 176 153 143 136 1/6 114. -54.4 DHs 1,13 .At 1 0:85 -!,c .01a i00 14fi 729 121 .113 100 94... =`74' . 019 1.26 _1.41"tt>5U 0-15 176 162 1,8B i39 126 1 114 -*,S 0:7 0.65 1,03' 'do-5 1 0.05 4-4 0.18 20 179 168- 144 . 139 122 1 1.12 49A 0"i. .04 1,08 1 27i4 wood 25 779 154 142 139 i2D 110 -4T 0:7 F-s4 t.12 1 0,85 -i:a "619 518"long X. or ga, 30 179 151 139 139 117 108 1Q"3 0:; 0�8 .1.t6 t Des -t.4 0,18 0.375"HD 6hnd Mool 35 i 175 149" 137 136 115 t08: •40.3 0.T3 1.01 1.19 T 085 •1:4 O.aa : �+afdiePank 5116 9,25 screwed framing, 12 4D 1.72 147 136 133 t14 105 -2.3 073 t:Gs' 1.22 1. 0W ;t,a G,ta n-bb:d 4raferiir3d LotNSP 7r16'l,1lck" 46 1$9 145 134 131 112 104 .46.s 0705 i.ta5 1.245; r 085 •i3 O.iB tiYSP saznvs 50 160 .143 i 133- 129 iii 1H.3 t18i 1.t19 t.27 1 D 44 65 - G;TB r 03 -4 sheash;ng 55 .164 142 132 12T. 310. . 102 48 3 0:83 1.11 129j 1 0.85 -IA 0:16 60. 162 141 I 131' 126` 109 lot 46.3 08e 1:13 '1.31 1 11085 44 0,18 .. .. 100 134 119 112' 104. 02 1. 87 ..-40.3. 1.O59 1„,a. :1:43- h�OD 1 -0,05 •1.a I 0.18 0.15 176 159 145 336 123 " 112 -4as 0.7- ,Ges 1G3 t 3 1 D.Hs -3,4 G.tB r 20 i76 15S .1 '!41 136" . 120 109:. 44':s. 10.7. 0:9 "1.0H 1 0.86 •t;4 0.18 No 8xi- 2X4wood 25 1 176 752 139 136 : 117 1 108 1 -443 07 0.81 1t2 .1 085 14 0,18 " 5'8 long x or 20 ga. 30 176 148. 136 136 115 106 -44;5' 0 0:68. 1,15 1 0:85 1,4 Oita 03f5"HD Blind steel 35 1?2 146 135 133. 113 104 -445 073 1,G1 IIS 1 0,85 1.4 A75 FiardiiPTnk 5118 45rloded screwed framing, 112 40 169 144 133. 131 112 103 -4K6 075: t,C4 1.22 t 095 14 0.18 wareniead to IMP 7116.1hick 45 1 166 142 132 . 126 110 102 ."1 0785 1.065 t,241 1 O85 1 0.18 f scretre' F�1SP so 163 .141 . 130 126 109 10j •44.5 .CAI 1,L`9 1�7 t 4,85 -1< 0,18 f sheathing 55 161 139 129 125 106 700 -:46 0,83 1.11 i 29 1 085 •t a 0:18 60. 159 139 128 123 107 99 -4415 Otis" 1.13 1.31 1 Oss a.: 0,18 190 132 117 110 102 91 85 -44.8 0.99 1,26 1.43_h�P?I ! 0.85 -1.8 G;ia 0.15 148 134 122 31.6 G;7 OBs 1.03 h f0 ! 0.85 1 55 iO4 04 20 149 131 119. .115 10Y 02 -3t:8 07 0.11, 1.08' 1 ass :4 .a t$ No,8 x t- 2X4wood 25 148 128 117 115. 59 91 31,6 07 .094 112 1 Gas •1r4 6.18 OW long x or 20 ga, 30 148 125 115 115. 97 89' -31:6 V. 0.95 1:16 1 065 •;s 0.1E 0.315,1-fD 56na Steel 35 , 145 123 113 112 5 88 3i.G. 0,73 1.01 .1.19 1 0.85 -',A 0.18 HarmePank 5It6 12 ribbedscrewed framing, 12 40 142 121 i1Z 1t0 94 87 :3l8 0,76' 04 1::2 t 0;85 •1:4 016 warerneav t0 WSP TI78'thick 45 140 120 111 108 93 86' -31,5 0-7861 1.055 1245 t 08.5 -1;4 s NfSP 50 139- 119 110 107 9Y 85 '•3t.5 0.81. 1.09 !_7 1 fl.HS =4 Me sc c1.s' srteaihin s- ,, 9 55 1.a 118 loin . 105 91 84 -316 0.83 I,11 1.29 1 0.85 '-1.4 038 60 114 116 103 1D4 90 84 '1,8 0.65 1,133 1'3! t Drag -1-, 0,18 100 111 99 92 86 76 72 31:5 0.99 1.4 1;43 igEO t 0.85 -IA E 0,16 0-15 248. 225 204 192 174 158 -W.7 0.7 0AS 1,03 h� 0:8a` -1.4 0.1e 20 248, 219 199 192 169 155 •88.7 0.7 0,9 taxi 1 0.85 0,18 0.090, 2X4 wDod 25 248 214 196 192 ifs 152 -83,7 0.7 0.94 1 12 1 D 85 4 0.18. shank or.20ga 30 248 209 102 192 192 149. @8:? 0.7 ( 0:68. 1,76 t 0$51•t 0.18 0.215•HD B nd steel 35 243 206 1^SD 189 180 147 >88:7 0.73 1 101 t:t9 t 08V -i. 016 HBrdieP ank 5116 5.25 'K 1.5"iong riaifed to framing, 8 40 236, 203 165 184. 557 745 =68:7 0.76 1,1.04 1.22 1" 0,65 t 1.s 0.16 ring shank WSP 7Ila,1f11pk 45 - 236 201 lea. 181 156 144 •88.7 _ 0.'8S I t,Dg3 1.245 1 085 •is -0.18 WSP 50 23i2 199 184 178 1.54 143 7•Hari sheathing58.7 0,81 i.G9 1_� 1 D.85r-i4 O.iB 55 22$ 197 183. 176 15$ 141 -R9? 0.83 .!;1 129 t 0 85 •z s 0.18 fi0 2e'S . 195 181 174 151 140 e19.7 085 1.13 1.3t t 0.65 ..41 G.le 100 i86 165 155 144 128 120 -99,7 0.c* :c 113 hhi0 G,85 -t.8 O.tB 8 i RONALD 1..OGAW1 AS$OCiATES-,;ING, 18835 ALGOIJO,UiWSTREET#443 HUNTING7'ON BEACH,CAI 92649 71�1�BZ1~,$1GFA}CAW4 -: IQ=26--1-5.f?ROJECT:R JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 !n1D_g;ameshardie.corn 201121t3 ,2U11 FBC :2012 16C,2014 FSG Allot"".UlUni te. .1ttt1waB1t1 NOmina► A 1Jesign V1rnd,Speed, Qeslgn tJm 'Speed. l��. � .�����Q.p'• �� ti ndo _ .. 13�secnnd;gusl tnpli '3:st:cortri g119t mph) r tY A000cabetOmeih*'2 rpo=b>eto mot.fods sparF�edia[2a121BC, !I Z014 FBq Sector, epsc�e0 n Fxe4P�Dn5'• tFi�9.i.),ds p8tatlNned'by threwh a Cfp6n racC t201218C.2014 FECj 2tii4 f8Ci Secvon 13 9.t.t. Fi,�m}t806A,i3;or C. Cdahlcivilcs used in Tahlc 4'saleulallohe rorV,,, , Mad,... ure catogwy Wild exa0scre categm Siding Nr. Product Fastener BD1lding Ate*�b e Wk th Fastener Fastener Frarne ? Oftfgn . Fr cl Thickness Ty Spacing Height' 8 G G B C D 1 t1nC110,) t[nel;es). f:o Spacing: 7Yr'>e (ipacinI .(feet} tP5F1 .Fxp .expo Swoo kn ] v Gr- (3-1 .222 20t t63, 1,72 156 142' 1 -709 0,7 1 0,95 1,03-h.50 1 0.85 -1.4 018 20, , 222 195 1MB 172 - '151 . 138' -70A 0.7 '0.0 1:08 1 0e5 -1.41 Ole O,G9D 2X4 vbod 25 222. 191 175, 172 148 136 •7D.9 .0711 0.94 1 1.12' 1 O a5 1-1,41 0.18 shank X or 20 ga, 30 222 187 Me 172 145 I 133 •708` 0,7 0,98 1,16 1 0 85 -1,9 D08 0315"HO Blind steel 35 217 195 ,'170 163 1i13 122 -709. 0.73 l 1,19 1 0,8j Hardie tank 506 6.25 X 1.5'ong nailed to !taming, 8' 40 '213 182 " IN 165 141 130 70,9 . 0.7a- 1.04 1,22 1 0.85 -1.a 6,18 ring sttwk WSP 71W thick 45 209 ..180 166 : 162 139 129" 6.9 0,795 1.035 :4- t. 0 85 -1A 0'18 2 WSP 50 .206 178 -155, 160 138 127 -7Q9 0,91 1.01 1.27 1 0.85 11,4. O.lu sheathln e r - 9: 9 ,.5 2tYi i76 163 1u8 138- 126 . •70._ 0:63 1 t,t 1-29 : t 0.85 •1:4 0.16 . 60 201 174 162 156 135 125 : -70.9. 0.85 .IIA3 1,31 r O:RS -1A 0:18 100 188 148 139 129' 114• ..107 _7DJ? 0,9D.1 :T:6 .1,A�l p.60 1 0.85. 18..018 18 0-15 .202 184'. 7 - 157:. .142 129 +SB,1 0.7 35 0, -1,03'hsSD. 1=.0:85 :1:4:�..0,18 20 202: .178 163. 167 138 126' -50.1 0.7 1 GA 1,Dta 1 0.8s -1-4 D;is 0 _ 2X4wood 25 202 175. too 157 135 124 -59.1 0,7 O.i4 1.12 1 0.85 -1 a 0-16 shank X ar20go. 30 202 171. ..,157 ' 15T 132 122 •591 0.7 0:98 1.to 1 Fe5 to R;6 D.215'HD Blinu steel 35" 11ib 158 . '155 153 131) : 120 •59.1 0.'3 I TD ;.t8` t 0.85 :t.� Wa Harota. tank 5116 7.25 nailed to framing, 8 d0 194 166 153. 150 : 129 119 -59.1' O;Yp 1:0d i,22 i D 85 -1.4 D:18 fi ng Shaankk 1.5' n b4'SP 7110`thick 45 .... ..191... 164 152'' 140 124 I la. -89.1 0.'85; 1.085 1245 1 0.85 •,A 0.16 r na1; YJSP 50 188: 162 . 150'- .146 126 116 -59.1 0,81) LOP: 1,27 1 0,85 -1.4 0,18 sheathes 55 186 161 149i 144 124 115 ,S9,1 0.03 1.11 -Ti;- t OaS 1 77 0.113 60 194 159 140 142 123 115 -59'1 0.85 L13. 1,31 t 10.851 JA 10la 100 152 135 126: 418 MA .98 •59,1 0.69.1 1.:V. 1.43 050 .1 0,65 .1.,41 Die 0.15 IS8, 189 183: 154:' 130. _ 127 -56.8 0.7 .0.65 1.03 av0 1 as$ -tA 016 20 198 175 160. 154 135 1 124 1 AAA 07 ;]:9 105 A. 0.8-4 <'L4 O, 0.090- 2X4vood 25 193 171 157 154 133 121 -56,B 0.7 O'.D4 I.t2 1 0.85 -!A .0,18 shank X or 20 ga. 30 198 1 168 1 154 154 130 119 -5a8 03 1 0.98 1.16 1 0.85 A.4 0.16 0,2'15,HD Bfnd steel 35 194 166 152 150 128. 118 156.8 0.73 1,01 :1:'.b . 0,1B Hardie lank 5116 7.5 naM to framing, 0 40 190' 163 1 147 720 116 -56.8.. o.78" 1,04 1,22 1 0,65' t:a 0,16 X t !long WSP 79W thick 45 18T 1111 149 145 124 Its •56.8 0905 1;D65 1.245 1 f>85 -1A Die ring sunk r nay 50 184 159 147 143 123. 1 t4 `::56.8 0.81 1A9 1,27 1 c,65 -.1.4 0,16 sheathing 55 182 157 146 141, 122 113 :.%R 083 11t 1.29 1 0,65 :•4 O:4e 60 180 155 145 139 1.21 112 =,6.8 0.65 173 1 31 i u 65 - 0.16 100 1 149 132 124 1116 102 90 •56.8 D.99 1 1,26. 1.43 h.60 1 0:65, =,8 0.18 0-15 191 173 157 148 134 122 -52-6- 0:7 .0.85 1.05.f- W 1 oas -1.4. 0.18 20 191 188' 154 148 130 110 52.5 0.7 1 0.9 708 1 0.e5 -1,4 0,16 0090, 2X4 wood 25. 191 165 1.41. 148 125, 117 <52-5. .0.7 1 Q.94 1.12 1 0:85' - 4 0.18 Shank X cr 20 ga, 30 151 161 146 148 125 115 •52,5 - .D.7 ew 1,25 1 0.65 -1-4 0.18 0:215"Hp Dino steel 35 187 159 146 145 123 113 525 073 1,01 1.19 t 0.85 4 D.16 rilydePienk W116 9 nailed to !taming, a 40 183 158 i44 142 f21 1t2 aa� O:Tf5 t.0: 1.22 1 D85' ,.: O:te 1.5`tong ring snallk WSP 7115'thick 45 100 155 143 140 120 111 •52.5 0.785 1:W.S 1:45 1 0.85 -1.4 0,16 nail` WSP 50, 177 153' 142 137, .118 110. -52.5` D.Bt 1,D9 1?7- 1 O,SS ;4 D.tB Sheathing 55 175 151 141 136 11Y 109 -52,5 Oe3 17, 1.29 0.85 -14 0.18 60 173 i50 139 '.'134' 116 108 1 -52 5 O.eS 2 12 1.31 1 jus1 0.18 100 143 127 71$ 111- 98 92 525 0.59 d:2�i 1.3 h>E0 1; 685 •ta' 0.18 0.15 187. 170. 154 1 145 122 120 -50.7 0,7 0,85 1.03 mo% i 10:851,1_11 0.16 i 20 - 107 165 15t 1 145 12B 1t7 •50:7 0.7 DO 109 1 0.251-1-4 10,18- 0.09p` 2X4 Wood 25 187 162 143 145 125 115 50.7 4.7 D,f4 1J2 085 -1.4 0118 shanKY, or 20ga: 30 187 158 146 146 124 113 -50,7 0.7 098 t 16 1 0,$5 -i4 0:18 0.215 HC aim. steel 35 163 156 144 142 121 Ill -50.7 0,73 t,01 '1,19 1 0.85 :tA O'le Hardi6Platk t 5116 8.25 nailedt0 (ranting- & 40 160 '154 142 139 119 110 -E+03 0.76 '1,04 1,22 ; 085 :i.- 0:16 x1_:$-` ng WSP 7116'!nick 45 1r`: 152 14-1 137 1$ 109 -5D7 0.785 1.055 1..245 i 0,85 -1.4 olle nng Shank naiI WSP 50 174 150 130 136 118 108 .50.i 0,81 i.09 1.27 1 0:65 =1 A Ole sh2athig9 55 i72 149. 138 . 133 115 107 50.'r 129 I 1 0.85 -1- &18 80 I ,-r0 147 137 t32 114 1p6 507 .0.85 t 13. t.3i t ,, -1:4 0.18 100 f 141 12$ 117 100 97 91 -SO.7' OM 1:26 1,43 nAzl' 1 4.55 -1,6 0,t8 9 R01N�Lp f..OG,�tV'lAAS50.GI TES'I"Q' 15885 AL:GONQUIN°STR .4$ 3. HUNTING'iom BEACH,CX9.2649, 714-2922602 714.908-1815.FAX PROJECT!RIO.257T-16. 1� + JAME5 H.ARDIE BUILDING PRODUCTS,INC, 111y,#1.- IzieMA 1-885.542-7343 1 inf0{3jar11t:st1tlTJie.C;Otr1 � •� »;, O i 2012:IHC.:D19:F C 201.218C 201•I FSC, AtIm4able,Ultimate ;ApOtvabte Nominal - 11es1gn 41Jrnt1,Speed L d,Speed,..(3 second t�stw)ts�) ' wst.mph> T ApaSicaFbie't•.1allods ,�.... Ji-- AppSc:ah7e;6 iilef?+ods �11��11 6psctlea in I2072£8C, apd:ited in Exoe turns i "'^i 10 1`t rti 271.F0+,;];Searon trimmu¢n��Ro121@:..; y�����'/`rJJa��rj+ 1609,1;1-.3sdat6irNnedlsy n 1sF' tt8ca �i0121oC:zp?4.ft?C; _a eCIS.. 1'v05;t.I, Fryilfe816.79A 8.cr.C, .... toeMderts used to TahTo 8 utwl►ti0n814*V,,, Wfind exadsu£e cateWry Wind BKpostitQOat o :5�~. Kr -. . . .. Product Fasien. `Balkfing Design ,Mdth Fastener Fastener Frame f Rraaui 7t�kress 511a�n9 Height 2 @ C �_ {'' 0 Loan (inche s}. iLxates} Type Sparing Type (niches) (feet) (PSF) Exp EVI Exp a Eup 0 Kn Ka CCp {;C; 0-15 175 159, 144 1313..._ 1231 112` 44.3 ;0:7 '1 035 1:03 n+`6G 1 Q,115 -1 4 0:r2 2A. 175. 155 141 138 120 109 -44.2 0.7 0:9 1.00 t 0.85 -f.4 0:t I 0.090' 2X4 wood 2,5 175, 151' 139 138 .1.1tT '107 -44:3 0.7_. :0:94 1.12 1 Q.85. -:.4 Q.16snatlVx er 20.48, 30 175." 148 .136 136:" 105' -44.3 07 1 0,99 1.16 1 085 - 0,11 II.215'Ht3 slod sIe81. 35 172 146 134 133 104 -44:3 Q7B 1,01: 1.19 :i O 85 ia. 0.16 HardiuPl nk. VI6 9.25 nadedto Aiming, .13 40 168 144. 133 13n. 103 A4:3 0'1d 1A., 1220.85 7: 0,10 X1 5`13ng WGP 7fl6'1hick 45 165• . 142 131 12e 102 -443 0185 1,05 I'M 1 '086 4 0:18 ting shankV1SP 50 103? 140 93p 12$ t01 44 3 0.91. .t.OB 1:27 1 0.85 '-1,4 0,18ail' sheaiiting 55 f61 i39 129. 125 lull -41.3 0.83 1.t1 1.28: 1 0.85 -1 0.18 Bu 1 169. 138 128 123 107 99 -44.3 .W55 1-13 1131.. 1 0.85 .1.4 0.18 100 132 1 117 110 102 90 a5 L:,a 0;09,.1,26, 1,43 ih?:0 '1 I 0;05 -1:8 0.:18 0+15. 173 157 142 134' 121 119. '-43 0 0.7 .d17-1,03 had? 1 0,05--1.a 0.15 20 172 152 139 134 118- tab .4310 07 1 C.S 1:48 1 089 AlA 0.18 0.090_ 2X4 wood 25 173 149 136 134 115' 106 -43.0 0:7 .GA.. 1,12 1 0.65 -1:4 0.IS ehank:X cr20'ca. 30 ' 113' 146 .134 134: 133 .104. -430 07.. 09a 1.16 1 085 -14i6.18 0.216'HD blind Steel. 35 1a9. 144 132 131 111 101 -45.0 073 1.01 1,19 1 0.55 -1:4 0.18 Hardinp ink 5l16 05 Lana nailed to Framing. x 40 .166 142 131 128` 110 101 .430 0,75' '1.04 i,22: I 0.85 -1A 0,1E ringq s r shank WSP 7I18'thick 45 103' 140. .129 126`. .108 full 43.0 0.785 1.485 1;245 tio, -1:4 0.18 WSP 50 160 138 128 124'. MT. : .99: -43311 AS! 1.09. L.i -1,4 0.18 nail' sheathing 55 158 ' 137 12T' f23 106 98 3i0 0:83 L i 1. 129 -1.4 018 60 157 136 123 127. K103 98, -43:0 0:85 1.43 1:,31 -1.4 0,18 100 130 115 1@8: full. 84 ,630 0U5 12d 1.d'a i»c0 t O.N5 a 0.18 0-15 151 137 126 1.1rT 97 .=33:0 0;7 0ei5' .�1.113 tt+FA 7� Q85i.•S.s .O;ti9 20 151 133 '122 117 94' -330 0.7 1 0.9 k09 1 0.65.1-'.4 0,15'2X4wood 25 151 130 119 .117 93 33Q 0,7"1 0.&1 1,12085 1' 0,16shank X or 20 9a 30 151 128 11 117 91 33.0 07 0.36 .1.16 1. C.8502i5,ptG Blind steel 35 148 126 "116 115, 90 33i0 0.73 1,01 9:19 £ 1 0.85 1' 0:18 Hardiap:+nk 5116 12 nailed to darning, 8 40 . 145 124 114 1'12, C-6. 89 33:0 .. 0;7c 11:4 1:-2 1 0,65 •la 0.18: } X 1.5'hang tM5P 7116'1"Jck 45 143 123 11 .3 111 95 $8 33.0 0.785 1 MS 1.245 1' .0.05 =1.a. 0,18 i ri11g sham W50 rap 141 121 112 109 94 Si 330 0.81 1,C9 1.27 1 0:85 -1.4 0.16 nail" sheathing 55 139 1 120 I M 108 93 86 •33y 0,e3 1,11 1.29. 1 085 -1;4 0-18 t 60 137 . 119 110 1(16 I 92. 86 330 0.e5 1;1'a 1.31 1 0.85 -1.4 0.18 100 114 101 94 80. 78 73 ,X.,:0' Q 1.09 1 w 1.43.m60 1 0.85. -18 0,18. 0-15 2M 257 233 219 109 181 1 A1518 03: .Q:65 1.03 nIZ60 1: 085 1-1.4. 01a 20 .283 250 228 219 10 177 £15.0 017 "13,4 1,01i 1 0.851 A41 0.10 0.090' 2X4 woad 25 283 244 224 219 189 173 -115;8 '"C7 t 54. 1,12 ': 0,65 -1;4 018 shank X at 20 ga. 30 283 .239 220 219. 185 170 A MS 0;7 Q a 1.16 'O.as -1,41 0.18 0.216'HD! Olind sleet 35 277 236: 21T 215 193 to$ . . •115.Q. 00-3 1.01 1111 t 0.83 td 0 16: Hardi'ePfanF: 5itti 5;25 nailed to Yarning. 6 40 - '272. 232 215 21;1 180: 166 - •7168 0.76 `1AU 1:22 / Q.85 -1,S 5,,5 5'(1. nx t WSP 711 thick '45 .. 207 230 212. 207 176 184 -115:8 O:i3 05 5 t,Q 1 75 1 A.85 A.41.0.118 ring WSP r100. =60 :2 W 227 210 204 176. 163 -115.8 0:61 1,09 1:21 1 0:85 -1A 018 nail' sheattW g 260 225 : 209 201 174 : 162 , -115,6 .29 0.53 1,11 1 1 0.85 4A 0.16 257 223 207 199 173 160 •1,15:9 5 1 51.31 1 ae =.4 0.16 213 189 177. 165 146 137 A15:8 ags 1.26 1.-3 jhK60 1 0.a5 .1.6 0.18 0-15 253 230 209 1 196 178 162 0?.11 0:7 '065 1 73 '70 1 0.8 .1.4 0.18 20 253 223 204 1 198 173 158 -92.6. 0.7 0.9 1,03 1 0.85 -1.4 0:18 i 0.0w 2X4 vrood 25 253 219, 200 1 196 169 155 -925. 07 0.84 1,12 1 0.85 -,1:- 0.15 shank X or 20 ga. 30 253 214 197 198 166 152 s2 n 07 im 0.85 -t.4 0.18 0.215"HG Blind ateW S5 24$ 2l1 1!?4 192: 163 t50 92.6 Q:73 1 0<85 -1.4 0:18 rarrlie tank 5116 3.25 nailed to '.reining, 8 40 243 200 1112 188 16i 149 -92.6 0,,76 1 O,a5 -1s 018 7C g s tang WSP 7f 16,11 Ck 45 1 239 .205 190 185 159 147 . -82 6 0.78$ 1 C8: 1,245 t 0.85 -t d 0.18 ring shank ,.:J c P so 235 203. AS 182 i 187 32 146 6 fi:8 ,C2 .BS1 1 1.27 1 O -1 d aia 1 nail, shem ring 55 233 201 1a7 180 156 144, 92 6 0 83 I'll 1.29 , `t 085 -1 a 0,18 80 230 199 185 178 154 143 792.6 085 113 1.31 1 .0&4 -1-L 0:18 lull 190 109 . $1! 147 1 131 "1 123 92.0 G. f21> 1.43 nxa i 0.85 -t a 0 18 I 10 RONALD:k OGA.WA ASSOCIATES,INC. 18836ALGONQUIN STREET#443, Hl1NT1NGTO` BEACH;CA 92649 714-29?-2bD2.. 714-SOB4816 FAX, PROJECT:RIO.2577-1.5. JAMES HARDIE BUILOING PRODUCTSJNC. 1 ��±±h 1-886-M4�7343 `og": 1rL.�QLi�,�j�` infoigjameshardie;com t,� �° ,c• "••��., 3012 G 201q'F.6C `207°SEC 2014 FBC G ApawaGle.Ulfinule XlOv2ba,IVohtulel' Daslgn viind,Speed.. pasfp`"lttd,_ �y 1 OF i3-sawed gust mph) :(3-second{lust m h) ARpflubie W methiads _ •"t,r s ABdm(2C12l6 ;.�Ppl,+.awgX9 methods ; 1��,;. • ,...,•+'may 2014 f eC1 Section infou1t M S.e lb'.1 `-01 U N AY- 1612012113+v.26`1 FRCCI 2Dfa 09J.eeiion �}r��yy�wllayflj7�7 1809,1,1 Figwas'tn.Q9A,8,Of G._ C*011lrrc=ga usad In Tobin;G cairailatlons toiY;, V'Ynd axpasumcal aty Wind ej(Posure calegm sxi PrOdud Fastener Building oamah!e Width - Fastener Fastener Frame , r-asi9Ti Pr I-t TfiKkness SPaong Height D Q C O cad (inches). (mLhes) type Spacing TY.^2 (inches) (fact) xP Expp E4p-% Ekpa K_ Kv GC, GC t•�., D-15 .231 210 i91 179 163 144 .77.2 0.7N1,04 1.D'+ h5=0 1 0,05 -11410.18 20 23t. i204- i65 179. 158 144 a7:2 0.7 7.98 1 0"8S .1 t I 0:1a 0.090" 2X4 vciod 25 .231, 200 162. 179 155 142 -77.2 . 0 7'. 1.12 1 0.8b -1. 0.18 shank% or=49a. 30 231 195 . 180 179 151 139 T7.2 0,7 1,16. 1 0.85 L4 0.18 0.215"HD Blind steel 35 226 i92 177 775 149 137 77:2:. 0,73 }5s 1 -D,89 -1,4' 0.18 Herdic lank Sit6 7:25 nailed to friniln9, 6 40 222 '190: 175 172' 147: 136 772' 0.0 11s^ 1 085 -1.4 0118 X1.5 hank WSP 7118'UUCk 45 .2.18 187, 173" . 169. t45 124. n.2 0:755 .1k55 1245 1 065 -14 016 ring shark VJSP 50 215 185 172 166 1e,4 133 -77.2 0.81 1.09 1.27 1 ass =1,4 0:18 na't` sheettw, •9 55 212 156".: 170 164 142. 132 -7r.Z 0;$31 1:11 .129 t 0.8.5 - a' Otte 60 210 182 169 163 141 131 .77.2 0.851 T-t3 1:31 S 0.65 -1.4 018 100 174, 154: 145.- 135. 119:: 112, n.-R. 1) .1.28 1.43 PRO t D.as -i.8 .018 0-15 227' •208 187 175 15-0 ' 145, •74;1 D.7: 0 05 1 O3.i �l 1' 0.85 =A .018 20 227 200 182, 175. 155 141 .74.i 0 T C.9 .'1,08 t 185 .1.4 0.18 D.090- 2X4:vbod 25 Mi 1 105. :: 179 1 175" 151. 139 -74.1 07 4.94 1.12 1 0:85 4A 0.18 shank or20.g'a. 30 227' 191' 1755 175 146 136' 74;7 07 0.8a 1,1a 1 0,65 ,,4 015 0,215'HD Blind Simi 35 222 189 174 172 146 135 .0.74.1 D.73 1.01 1,19 1 a3 1_4 0,18 F Hard:eank 5116 7:5 X 1�i°latg railOm framing, $ 40 2t'i 186 172 168 .44 133 -74.1 a76 1;04 1.22 D.85 •1_a 0118 ringshank WWSP 7110`111ick 45 214 184 170 • 166 142 '132 -741 D785 1,065 1;245 1 "p.85t-1A 0.181 Hal' WSP 50 211 182 168 163 141 .13D 44J 081 1,IIii 1:2( t D65 -t:4 -0.18 sheathing 55 .208 : 180 167: 161 139 129 ,74.1 o.E3 1.71 7.21 1 0e5 =1 0.16 Im 206 17B 1,66 159 13B 120 74,1- Des 1113, La 1_ awl-IA 0,16 10D 170 151 142 132 117 110 •74,1: D.W 1,28. 1,43 NYW 1 0;85 -15 Ot18 0-15 210 '198. 180 69-- . 1153 139 . •6&& a,7 D.85 1.03 MI O 1 0.II.5 -i:d 0.16 20 218 192 176 .169 149 i36 E•9.6, 0.7 0.9 t;08 t M" •1.{ 0." 0.090' 12X4 wood 25. 218. 188 172 169 145. 133 -69.6 0.7 D.94 1.12 1 D.8S(- 4 0.18 shank er2oaa. 30 .218 194 . 169 169. 143' 131 -68.6 _ . 0.7 0.28 T t5 1, 101,115 -IA.0,1E 0.2t5"110 Brma steel 35 213 191 167 165 .,141. 130 . 606 073 1.01 fig Lu 0,18 t 1.ardlte lank 5/16 8 nailed 1a trantng, 6 40 209' 179. 105 162 139- 128 -6'8A 0°76: 1:04 12: A 0,18 X 1.i!ong WSP 7116'b'iick 45 W5 177 163 159 137. 127 -we 0.785 1.065, 1.246 4A 0.18 -ring shank rind WSP 50 203. E1761 162 . t57 135 125 -66.6" 0.81 1,0g 1:2:sheathing 55 200161 .155 134- 124 88.8" D,83 .1a1 129 -1.4 0.16 60 19B159 t53 133 123 68.6 C:U'" 1,13. 1.31 -t? 0.t8 100 it34136 127 112 106 88,6 O,ir3 1:20 1.43 h-GO. 4.B 0.18 0.15 214176 68 150 137 68;0 Q:T: D:85 1.03 t>:EC 1 t 0.85 -7.4 0.18 20 214172 198 1.1.6. 133 -68,0 07 . 0.9 LOB 1 4.8S -t z 0 t8 0.0e3" 2X4 woad. 1 25 1 :214169 166 143 131 -9.0 0.7 0,04. 1.12 L 1 0:85 -TA 0.1s shankX .0120ga. I 30 21466 166 140 t29 88.0 0.1 05& 1,16. 1 0.65 -1.n 0:1a O.Q 15'HD Blind steal 35 209184 '""162 : 138 127 £8 0 0.73 1:01 1.19 t 0.85 "-t:c D t8 Hardie Ian! 5.r16 5.25 nailed in fmarning, 6 4b 205' 162 159 1 136 125 F> a 0.78 1.0a 1.22 1 0.95 4A 0,78X T,S"1wg WSfP' 71,6Wihi41 45 20260 156 1 t34 '124 fB.O 0,795 1.065 1.2451 1 0,65 -1 4 '0 is rinfl rI an t nail' `JSP 50 1" 171 159 164 1 113 . 123 -Bd.D 0.61 1:09 1 z? 1 0.65 A 41 0,18 she�htng 55 .195 ..170 157 152 132 122" f$;0' 0.83 ,,It 122 1 110.55 •t.; 0.78 6b 194 10 156 150 1?A 121 -E6.0 0.45 1.13 1,31 1 1 0.85 i 100 11$1 142 134 124 110 104 -6-5.0 0.01 116 1:43 fi>60 t D.85 -ta. 03e 0-16 23D 182 '165 155 141 128 -t,gq 0.7 t3.as. 1.01 RP-3 1 r F t 0,18 21) 200 177 761 155 137 125 $T.9 O:7 O 9 14a 1 0,85 4.4 0:18 O tyy0. 2X4 woad 25' 2DO 173 156 155 134 123 757;9 ..7 0aw shank% x206a, 30 .200. 169 156 155 131 120 51.9 07 O,38 t.16 1 0.85 -1.4 0.18 0.215"KD Blind steel 35 W6 167 .. 154 152 129 119 5T.9 0.73 t.4i tag 1 0.85 -1.4 0.18 HardiO Izi, 5f16 9.25 nallcd In !fanning, 6 40 192 164 152. 149 127 117 ST.9 Nt. 1:� 1.22 1 0,85 • , 0..10 X 1.5-long 1 ring:;hank'. WSP r'flWthick 45 189 . 102 150` 146 126 116 -879 0:7B5 1.W t.245 t O;dS 7.4 018 nail' AISP 50 186 160 140 144 124 115 .r7.9 0,61 t.D9 -i.27 1 O,aS -1.4 '0.16 sheathing 55 18 169 1A8 142- 123 11t -57.9 0.93 t,t1 .1.2& 1 0.95 -1.4 0-16 6 0 182' 158 146 141 122 I la 57aa O.Bfr i.t:13 1,31 1 0.85 -- 0,16 100 150 133 125 11T SC3 97 -57X .0.99 . 1.26" 143 naea t 0.85 •1:8 0,1e 11 RONALD. .QGAWA ASSf#CIATES,:INC: 1688$ALbOA0UIN STI2£ET°.W$ HUNTMGTQN BEAbk;CA 92849; 7:14 292-2602 ;! 7-1141084815 FAX ROJECT:RIO-2577-15 jMASS I4ARDIE BUILbING PRODUCTS,INC -t?H8-a4'2-7343 info@jamestiardie.com 2012 ISC,2014 FSC 201210G,.2014 FSG Ayowable,.Ult foals' Altrnvable,Nominat Vestgn Wind,Speer ;gestgb t'dire Speeit; (3-second gust mph) (3•second gust mph) e4.+D1t2Dla ro.(ilotr50s �W;�.tle a,;,eihads - zr1 +ied 111241218G, specified a Ez p ons 1 20taFbCjSactioi± tilraw21t3c1[2i)12I6C,. 1tt09.t_1, 20t!FBCIed anS as,deteff-med by F j In12 YSC,2014 f tlC1 1 FipurerS:1809A.0.Out1 W11C&MleWft used In Table B Catculatlahs for Vim,. Wind exposure oly NMd exposure catagory Zd a t- it; Product Fastener Building A11--table Pmdurli Thickness '+':alth Fastener Fastener Frame Sp8i2R Height'. B 6 D 8C2s3� PrcdurY Thickness C ' C �5 1 (i-rhosi (inches) Type Spacing Type Load(ght (inches)1 (feat) IMF), Exp 9 Exp G F.,xp D Kr GC; Gc,, 0-15 197 179 10 153 .1 139 > 126 -66 V 07, aa. 11.03 IN260 1 0.55 A.41 0.18 20 147 174 159 153 135 123 -562 0.7 0S .1.08 A 0:85 -1,4 018 0.093" aX4 wood 25 197 170 . 150 153 132 121 462 01, 04.4 a.12 t .085 -1.4 0:7a shank or20ga. 30 197 167 153 153 129, 119. 92 07 O.S3 i.16 1 43.85 -1.4. ' 18 0,215-HD Blind, steel 35 193 104 1.51 1500, 127' 117 •56.2 0.73 1.01 1.191 1 0:65 -1.4 0:18 Hamijapl rt s!t6 'O.S. X 1.5"big railed to framing, 6 40. 189 162 149 i47 ..i25 116 -%Z, 0.76 1,04 1.2: i 0.95 .<i:A o.18 ring sha,lk wSP n W 1NCK 45 186 180 148 144 124 115 M:2 0.785 1185 1.245 1 0:05 -11A 0.18 nail' Wsp `5c' 183 158 'F46. 142 122 113 `8:2 001 1,09 1.27 1 Q65 -1,4 0.18 stleatiJng 55 101 157 145 140 121 113. -56:2 0.83, 1..1t 1,29 t 0.85 -1:A 418 60 7 tS5 144 t39. 12tl 112` -562 0.65 7.13. l:37 1 0.65. -1.A 0.16 100 148 131" 1?3 _. 11.5 1 102 95- -F8:2 t199' 1.26. 1,43 I4-�o0 1 0,85 :-1,6 'c:18 0;IS 173 157-1A2 137 121 70': 93:1 0:7:"o.ES' 1:03 h 3D '1 0.E5'-1.4 0:18 20 173 152_ 139 .134 116. 108' -43,1 07 oa 1,08 1 0.85 •La O-ta 0:0QJ` 2X4cgood 25. 173 149 . 137 '134. 115. 706 -43.t 0.7 d--4 1•12 I 1 0.85 .1.4 hDAS s0ank`X or 20 ga- 30 173 146 134 134 113 104 43.1 0.7 C c3 3.16 { 1' 0:85 .•t a 0 18 0.2t�Ha Blind ttee! 35 162 1'44. '132 . 131. 111 103 -13.1 0.73 :1.01 .1:19 1 1 065 -1.4 0.1.5 HardiePl ink 6r16 12 rlaiiegin framing, 6 40 166 142 131 128 I 110 . lot -A3:1 0.7E 1.Gi ;:22 t 0.8S-1:4. 0.16 ring %haatg VVSF 7f16%hick 45 103 140 130 126 108. itl0 '' .•42:t G-M LOS 1,245 A '0.85 -1,4 0.18 ring stlatlk WSp 54 161' M 128 124 107' 1. 99 -4'a:t 0.61 1.C8 I '1.2?1 04S -:i.4 0.1a nail: shgatilin . e t , 5 5_ 159 t37 127 123 O6: 99 43.1 0.8- t..it 1 i.29: 1 o.85 -t:A C Ill 60 157 136. 120 121 105: 98. ' :431 0:85' T.13 1;3i 1 0,85 -1,4 0,18 100 130 t1.S. 1 146 ttli 69 84. -43.1 05S 1 26 1,4? imeo i 0.as .1.8 0:13 1.Bud'i g hetghi=mean roof height(in feet,of a building'except that ease height shalt be used for root angle O Tess than or equal to i 0°(2-12 roof slope). l in,ar nterp ri 11a5n of building height(3 60 11)and wind spend is Per11u1t6d. " t e uil male design wind speed(.3•sewnd gust mplq as determined by 1201.2 IBC,2014 FOG!Figures 1609A. 16098,or 16D9C;.ASCE 7-10 Figurds 26.5-1A,26,5-18-or 26.5-1 C. 4.V�=the nominel design mind speed applicable to methods speared in Exceptions 1 through 3 a'{2b1218C;:20141 gGj Sefton 1fi09,i<t. 5. t1e wi11d speed:i in[2012 IBC,20 t.s F BCj Figures 1609A;16098 and 1609C ale uRimate dgs.gn wind speeds,V ,and;shalt be converted in e0cordance with[2812'IBC,2014 FOCI Sertion 1609.3.1 to n^.mlra+l rLlsigh wind speeds,V,when The prq.isimns of the standards reteienced to 12012 IBC,2CKFBCj Saciica 1800.1.1,ExcepWns 7 through 3 are used. 6,tAfind cpece design tassurnpitaas per Anal ic;,t Liothod ii1.ASCE 7.10 Cho er 30 C8C Pert t add Part3-K=1 K=0 9 - ! - r Yt 5,GC-- A tw60t GC.-1,8 o- t 7,rastF•nertnnght shall be 51:ffidanl to penetrate bark site of lite'h'SP shealhin at least 114'!cr caill;:or 3 full!h aC o •�by t r: s for scrsws:, LIMITATIONS.OF Uqr=: 1)in Hig i Velocity HurricareZones(HVHZ)instal!periviiaml-Dade.Cotinty Florida,NQA 154122.04, 'rr�,<ff/lfijfyr 4 1 � `t y � v 12 I REPORT"NUMBER: 31148+104Ci O-100 ORIGINAL 1$80E_DATE: Nlay 30,200. EVALUATION CENTER 0. INTERTEK TESTING S.ERVIGES NA.LTD.. 1.500 BRIGANTINE'DRIVE, on COQUITLAM, BC, V3K 7-C1 Uj. RENDERED TO JAMES HARDIE BUILDING PRODUCTS, iNC. 10901"ELM AVENUE. FONSTANA, CA 92337 U) UjPRODUCT EVALUATED: HardiePlane and HardieFanelT"Fiber-Cement.Panels. EVALUATION PROPERTY: Structural Testing S�pf/p1riJl�v���i QGAl r,�'�_ 4. 2 1 � • '., S Report of liardiePlank71N and HardieFanelrr" tI6er-Cement Panels;far�h* lect¢tf. requirements of the following criteria: iCG Eg:AC90, Acceptance Critki .6g Fib ATE OF Cement siding Used as Exterior.Wall:Siding, Approved October 241?S,�+s�on 4 I Transverse Load V� Ql© \ 'ON • �, This-.report is for the exclusive use of Intertek'; Client and is provided pursua4 to the agreement betwew Intertek:and its.Client.Interteks responsibility and liability are limited to the-terms and conditions of the agreement. Intertek assumes no liability to.anyy Party, other than to the Client in accordance with the.agreement, for-any toss, expense or damage occasioned by the use of this report. Only the Client is authorized to copy or distribute this report and then Only in its entirety. Any use of the Intertek name or- one of its marks for'the sale-or advertisement of the tested material, product or service mutt first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product,or service is or has ever been under an fntertek..certifrcation program: i James Hardie Building Proclud Inid. May Report NQ.3144.IQ4C0Q- 6 Ii 02 Page. I Table of Contents I Table of Cbntetis ......... ...... ......................... 2. Introduction....... ............ i a-4V....... 4 ...... ....... 3 Testr., ....... Sampje Refection ......... ............. ................ 32. Sample:and Asserllbly-;Qpscfiptidn.................... ........... 4 Testing and Evaluation 4.1, Conditioning ...... ......... ...... ................... 42. Transverse Load .......... ..................... 5 Testing and.-Evalust.ion.kesufts.........,............. .......... ........ ......... 4,3. Results:-and:jObservations. ....... 6 ConcJusion...... ............. D Appendix Transverse Lb6d-r6st Data. .... 18 page$ ............ ..... . . GAW4^ %I % "�fi 0, — Ft pjN� -SION Intertek REPORT NUMBER 100717048COQ-003` ORIGINAL ISSUE DATE:May 1,2012 REVISION DATE:May 24,P-01.2 EVALUATIONCENTER: INTERTEK TESTING SERVICES NA.S TD. 1500 BRIGANTINE.DRIVE CCtQU1TLAtvi, SC V3K 701 Uj RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC:. 10901 ELM AVENUE FONTANA CA 92337 11� PRODUCT EVALUATED: Hardie RlankO,and HardieShingle@ 01 S p EVALUATION PROPERTY:Transverse Load Testing 0'14 4.. r LLJ V 4 . Report of HardiePlank@ and HardieShingl+eO tested in accordance .�.•� d ,ASTM E330-02(2010), Standard I-est Method for Structural Performative i� SS14C� Exterior Windows, Doors, Skylights and Curtain Walls.by-Urriform SfBtrc Pressure Difference This report fs f.or zme ex usive use of.Intertek's Client and is.provided pursuant G1 itiy egret hrr rtt lay"tw.etn Irrter'tc3k sand its Cne'm inter.ek's r-sponsiblhty and liabii.>ty are limited to the terms and conditions of,the agreement. Intertek assumes no liability to any parbl, other than to the Client in accordance wkh the agreement for any loss, expense or damage occasioneri by.the use or th' report only the Client is authorized to copy or distribute this report and then only in.its entirety..Any use of the Intertck name or nn o its marks fir the sale or aavertisement of the tested material. product or Sett-lee .Must first be approved in writing by ?ntertek. The obsen:ations and test results In this report are;eleEwt.onl r to the,sample tested. This report by itself does not imply that the material, product, or service is or has ever.l een under an lntertek certificatlon program. Jarhb-�OardW Building-Prod6cts.Inc. May 24, AiRoorl No.10071704560Q600' Pag"-d 6 1 Table of Contents 1 Table Of Contents.............. ...... ................... ..................... 2: Introduction.................... ........... ............... 3: 3 TdStSArbples......... 3.1. Sample Selectioni .i.;... J. :3 8.2. Sample.And As'sembly Description C.,.................. ...... ...... 4 Testing And Evaluation Methods. 4.1. Conditioni ........... ....... ...... q9 ...... 3: 421. -transverse..Load.. ... .,,....., £,.,tft. ...... ....... ......... 5 Testing And Evaluation.:Re' s.0 Its.. ........ 51. ResultsAnd Observations. ......... ....... .................... 6 Conclusion ........ ............. ............... Appendix A Transverse Load Test Data........,... .......... Pages . Revisi©n Summary: ..........*.4'.."�.��.,�'..��..i.i�.���..ii..i.z ........ 1.Pago. A F