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HomeMy WebLinkAboutProduct Approval I - , DID ST.bU€'Tr Chv1,N-r _4vmP NC�1�n�IrJN MIAMI-MADE A. Vj �V��FOR C MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I� cel�s _ 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATO SI �T ON JOB Mami,Florida 33175-2474 BOARD AND CODE ADMINI > +� T 78 315 2590 F 786 315 2599 I t�lv will.ss iViADEq ..s-� c � c > ' www:miam rn idaftmoy/econ"o -- '-------------NQ�'ICE--O.FACCEP E (N ) ---- - - ----- - i James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their-jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie","Cem"and"Prevail"Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.FNL,PI K&SOFF,titled"HardiePanel, C=Panel,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.Ogawn,P.E,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section_ MISSILE IMPACT.BATING:Large and Small Missile Impact Resistant LA>3 Iall�E A e nen ab i tl anufacturer's name or logo,Plant City,Florida,and the ruer b m a.x s�v6.Mld Hi71 k following gi ttn ntsi SC� 18 ype A compliant"and"Miami- qp, yAU t� WORK Approved is tto be o e "Tim,n PH suing plank or panel and per FBC 1 ® > aAR� ��tS panels_ COMMON OF RECORD REQUIRED BY FIELD INSPECTORS THAT MAYBE CE RY RENEWAL of this NOA shall be considered after a renewal applicatipnhasdMP4 � e40 Usaa.sage in the applicable building code negatively affecting the performance of Phis product. TER IDNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or maorfacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate i fii_NOA.Failure to comply with any section of this.NOA_shall-be cause for termination and removal ofNdA. ADVERTISBi11IENT:The NOA number preceded by the words Miami-Dade County,Floiida,and followed by the expiration date maybe 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 enfi eNOA shall-be provided to the user-by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NDA renews NOA#15-OM.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,PX. - _ NOA No.17-040b.06 - TflAM6vAVE COUtVIY Expiration Date: May 1,2022 Approval Date:May 4,2017 lZ � d17 Page 1 I i • F lile COPS ,N ;Florida Building Code Online Page 1 of 3 i - I Business ► 1 '0 0 1 0 BCIS Home Log In I User Registration I Hot Topics j Submit Surcharge Stats&Facts j Publications FBC Staff,� BCIS Site Map Links Search E Florida ri Product Approval USER:Public User RECEZVEID Product Aoaroval Menu>Product or Aoolica[lon Search>Aoolication List>Application Detail - FL i FL13192-R4 Q cation Type Revision A'O,/Version 2014 IV 3 2017 cation Status Approved Perm►ding Department Comments St. Lucie ty, Archived ❑ Co u n`Y/ FL Product Manufacturer James Hardie Building Products,Inc. Address/Phone/Email 26300 La Alameda Ste.250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Metho Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Ronald I.Ogawa ithe Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL13192 R4 COI RIO-Certificate of Independence.PDF Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2007 ASTM E330 File Copy Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauly ASTM C1186 Equivalency Sioned.Ddf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk°/`2bGnUu... 10/16/2017 I Alorida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Date Revised 08/09/2017 i SummarV of Products i FL# Model,Number or Name Description 13192.1 Cemplank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Design Pressure: N/A Sheathing.pdf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install CemPlank Sidina.pdf 0122.04. FL13192 R4 II NOA 15-0122.04.pdf Verifed By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party:Yes 13192.2 HardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions -ARproved f9t use in HVHZ:Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf Approve or use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf Impact Resistant:N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Design Pressure: N/A Sheathing.pdf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install HardiePlank Siding.pdf 0122.04. FL13192 R4 II NOA 15-0122.04.0 Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.vdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.0 Created by Independent Third Party: Yes i 13192.3 HardieShingle Individual Shingles fiber-cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ:No FL13192 R4 II ER RIO-2555-15 Shingle metal wood.pdf Approved for use outside HVHZ:Yes FL13192 R4 II Install HardieShingle Siding.pdf Impact Resistant:N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf Created by Independent Third Party:Yes 13192.4 HardieShingle Panel fiber-cement notched shingle panels(straight edge, staggered edge,half round edge) Limits of Use Installation Instructions Approved for use in HVHZ:No FL13192 R4 II ER RIO-2555-15 Shingle metal wood.pdf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf Impact Resistant:N/A FL13192 R4 II Install HardieShingle Siding.pdf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf Created by Independent Third Party:Yes 13192.5 Prevail Lap Siding fiber-cement lap siding I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtskg/o2bGnUu... 10/16/2017 i F4-74r'r7lorida Building Code Online Page 3 of 3 ' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood Ddf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU Ddf Impact Resistant:N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Design Pressure:N/A Sheathinci.ndf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install Prevail Lap Siding.pdf 0122.04. FL13192 R4 II NOA 15-0122.04.pdf Verified By:Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.ydf FL13192 R4 AE NOA 15-0122 04 Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:BSO-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 state of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to j supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: "M WW Credit Card Safe I i i i i https://www.f]oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu... 10/16/2017 i MIAP7I- MIAMI-DADE 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) wv�w.miamidade.aov/economy James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail"Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.PNL,PL1K&SOFF,titled"HardiePanel, CemPanel,Prevail Panel;HardicPlank,CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel;Installation Details Wood/Metal Stud Colistruction",sheets 1 through 12 of 12,dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald I. Ogawa,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,Plant City,Florida,and the following statements: "ASTM C 1186 Type A compliant"and"Miami-Dade County Product Control Approved"is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL,of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0122.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.17-0406.06 r n aMMDe Courarr Expiration Date:May 1,2022 Approval Date:May 4,2017 17 Page 1 I I v James Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS "Submitted under NOA #13-03IL07" 1. Drawing No.PNL,PLK& SOFF, titled "HardiePanel, CemPanel,Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding;HardieSoffxt, 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. 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 HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361COQ-004, dated 08/24/2012,with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NOA #02-0729.02" Laboratory Report Test late Signature 2. ATI-16423-1 PA 202&203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202&203 03/18/96 A.N. Reeves P.E. 4. ATI 16423-3 PA 202 &203 03/18/96 A.N. Reeves P.E. C. CALCULATION'S 1. None. D QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS i 1. None. tF.) STATEMENTS "Submitted under NOA #15-0122.04" I. Statement letter of code conformance to the 5`h edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc.,dated 10/26/2014,signed and sealed by Ronald 1. Ogawa,P.E. ®4- �7/7017 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date:May 1,2022 Approval Date: May 4,2617 E-1 I I I WALL LENGTH t P QDU_C_LADeSic- nN PT Stud Spacing at 15"O.C. SEE Hard'sePanel(D,Cempanelct:?,& a�� -� D>rTAlLA Preval[®Panel Siding materials are _ — nonasbestos fiber-cement products -�,ta �i,�_._,r �r � 818"Paic(c!6 p1yAPA rated 'I •+ "l°il� a � '� 1 PY�+�dshe ,h tested in accordance withAsTM i'� 4' `, d C1186 Grade It,TypeAand meeting I i � �.••'E "r''� + , accordance vMh Florida the requirements of the Florida! Code Sedan + �� Z 223 Building Coda. WALL IDi �1 � . �d DINIs�cls HEIGHT Aila+ l f I •, ` Walar resistive tlr 1 ti +idth Length Thickness � � ; i =� 0� 6s banier per Florida 8,9,1q' 5l16" Building Code mi 'S?' ��f �� \�+ m SecFon 1404.2 Mirns►i acle f �•i _ �-., _�_�'+ '�.' DUjGAlPRMS11�?�_..�AT1P�fCz (1 i1 •1 ! �sS'J?g,1 -.�"h',',7�G$� TX 4"S-P-F Installation Design Pressure Wood Studs Wood Studs -76 pal' —:.x;__ ED as complying with the Floridag�_� -� �- HardiePanef, Impact Resistant- as ]ding ying with the Fta S C I N $ Cempanei, Planks installed over 50#hick/6a ply Bullding Code Mails at 16"0'Q.(typ.) NOA-No. 17-0406.06 3/8"Minimum Edge Qis%nce PMvaii Panel APA rated plywood sheathing Expiration te0610112022 3irfing gY 9ZL A Sheathing fastener,as described in RQgF'- C �-_QI i IIEZ .PR-EVqL PA ME"IlKG INSTALIAJ:10g QETA41L�$ Miam-Da a Product Control Note•l All installation shall be done in conformance wifh this Notice of Acceptance,the manufacturer's installation recommendations,and the applicable sections of the Florida Building Code. 14 . Wood studs where Hard-iePanel,Cempanel,Prevail Panel Siding will be installed shall be Panel fastener,as described in !J designed by an Engineer orArchitect per the Florida Building Code and the requirements of this Note 2 N,OA AE ` 4 Note i,518"thick]5 ply APA rated plywood sheathing shall be attached to the studs in r *A accordance with Florida Building Code Section 2322.3. ' ielo 1 HardiePanel,Cempanel, a The siding panels shall be installed over 518"thick/S ply APA rated plywood sheathing supported ? by a minimum of 2'%4"S-P-•F wood studs spaced a maximum of 16"O.C. Prevail Panel Siding [Nate 21 The siding panel fastener shall be a 2"long,0='head diameter,0.0g2"shank diameter,corrosion resistant siding nail;the fasteners shall be spaced at 6"D.C.at panel edges r d f and intermediate studs;the fasteners shall be driven through the$18"thick t 5 ply APA rated / plywood sheathing into wood studs located at I O-C. Water-resistive barrier per Fasteners shall have a minimum edge distance of 3/61 and a minimum clearance of 2"from t` Plorida Building Code Section comets• 1404.2 HARDIEPANEL,CEMPANE(,PP&-VAIL PANEL 5/8"thick 15 ply APA rated " INSTALLATION DETAILS WOOD SCUD?CONSTRUCTION plywood sheathing fastened in a — accordance with Florida Building ,fames Hardie Building Products,Inc. Code Section 2322.3 10901 Elm Avenue 2"X 4"S-P••F Wood Studs Fontana,CA 92337 The wolf and soffit frames are to be designed Phone;W9.350-630o 51ZE Fscra NO rnVWG ua Rom, by the Architect or Engineer of Record in Fax 909-427-0834 A PW PL <-SOFF 1 compliance with the Florida Building Code. Creator:E.Gonzales SCALEDate:4✓24rzo13 sxsHr i 4F 12 4 --- ---- Fastener Spacing per Florida Cladding Sullding Code,Seetlon 2322.3� 96,00in. I. �• f Framing yMeDwtIxCViti D Fastener Spacing per Florida Sheathing exm�V�whbSIX•Fta� Building Code Section 2322.3 sw �M1 C0&- Y AecqmW No T3dta f k tkit I'ROI�i1CT85vrcRn PRODUCT RENEWED � `e°° _ as 5in8�dtftvw as complying with the Florida i I �6 �,C7 / Gt� Building Code N •t _ �' NOA-No. 77-0406.06 ` ` Expiration e05/09/2022 4 -a STA 0 Orni ProdcccE Ceorxc�3 By 1 Miami- a duct Control I _fib, i 1 rpm ddd i �F3A_ lit G ' NOMINAL 2"X 4"COMMON WOOD SSTUDS2PR O.C.FASTENED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAMY LOAD ARE WITH OM C N COMMON NAILS(2 PER TOP AND NOT PART Or THIS APPROVAL(MUST PROVIDE ALTERNATIE PROVISIONS FOR THESE LOADS) BOTTOM GONNE'CTtON) � Y THE WALLAND SOFFIT FRAMES AR5 TO 13E DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA RUILDING CODE SHEATHING ■ NOMINAL 50'THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL,CEMPANEL,PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDING 00015 SECTION 2322.3 CLADb NO James Hardie Building Products,Inc, • THE PANEL IS FASTENED WITH 2"LONG,0,223"HEAD 01AMETER,0.092•'SHANK DIAMETER,CORROSION _ 10901 Ella Avenue RESISTANT SIDING NAILS, PLACE NAILS 6"C.C.AT ® Fontana,CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone.909-35"300 size FSCM.fib DM NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 .------------- Creator:E.Gonzales 'SCALE 1°=T-O" 'Pate:4124/2013 sHw 2 OF t2 L 1 WALL LENGTH SEE p!_3UBiJCf�SCFgpt3 Stud Spacing at 16"O.G. DETAIL A HardfePaneM,CempanelO,&PPeva& g.,A _-1 �� Panel Siding materials are nonesbestos 6i8"thick 15 ply APA rated fiber-cement products tested in o iiI fort �r� ( plywood sheathing fastened accordance with ASTM C1166 Grade 11, i E i i~ ---~+- Type A and meeting the requirements of 3n 11otel�tads as descrrned the Florida Building Code. ! j ilu c water-resistiveL4DL6SLQLVS 1 i j � tur 1" �11•�7 j j Width Length Thickness WALL I.; W— P'� ��. barrierperFlorida 4' 8,9,1t7' 5116" HIM H i i i j : I I ti s Rullding Code + + Section 1464.2 ii • -4 ('I STATE7'F cr � RESJCzCYI'�ESSil12 1�gT11N1G j.1 I Installation Design Pressure •'�' Zgga,3,518"X 1-518° Metal Studs -104 psf �s101�A Metal Gsttd --L-— --�-. . r----• rri Impact Resistant- i r ardleF'a, Panel installed over 5/6"thick 15 ply 9E>QTLC-NAB Csmpanel + Nalls at 6"O.C,(bYp') Prevail Panel APA rated plywood sheathing 818"Mlnlmum Edge Distance siding J_APD��ANEL�C)=M3PA�11 J.�PREVAIL P,gN_E)ZSI131ti1C31 ST}�L1,47{ Dt�TAILS All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's I D4 installation recommendations,and the applicable sections of the Florida Building Code. x Metal studs where HardlePanel,.Cempanel,Prevail Panel Siding will be installed shall be Sheathing fastener,as designed by an Engineer or Architect per the Florida Building Code and the requirements of this a.�• ` described in note 1. N.C.A. I . d>�Florida _ [Note 116/8"thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc ac �� Panel fastener,as described in at panel edges and all intermediate supports using a No.8-1 B,0.315'head diameter x 1-114'long Him -d Note 2 bugle head screw of , = The siding panels shall be installed over 518"thickly ply APA rated plywood sheathing supported by a minimum 20ga,Nominal 3.519"X 1-5f8"Metal C-studs spaced a maximum of 16" O.C. HardiePane]S Siding [Note 21 The siding panel fastener shall be a minimum No.6-181 0.315"head diameter X 1-5/8" + long*ribbed bugle head screw("or screw shall have at least 3 full threads penetrating metal 1t framing),the fasteners shall be spaced at B"O.C.at panel edges and Intermediate studs,the U ater resistive barrier per fasteners shalt be driven through the 516"thicf�15 ply APA rated plywood sheathing into meta! studs located at 1fi O.C. lorida Building Code Section = Fasteners shall have a minimum-edge distance of 3/8"and a minimum clearance of 2"from 404.2 comers, HARDIEPANEL,CEMPANEL,PREVAIL PANEL PA rated iNSTALLATION DETAILS METAL STUD CONSTRUCTION APR®DUCT RENEWED g fastened as complying with the Florida described James Hardie Building Products,Inc Building Code NOA-No. T 7-0406.06 in Note 1. e - 10901 Elm Avenue Expiration D e O'b10112022 20ga,3-SI6"X 1•618"Metal C-stud Fontana,CA 92397 The wall and soft frames are to be designed Phone:909-356-6300 sixc FSCM No MW No aev By 1 y the Architect or Engineer of Record in Fax 909427-W34 A PNL.PLK SOFF 1 Warn a e Product Control - - _ __ edmpliance with the Florida Building Code. Creator,.E.Gonzales SCAB 1/2" 1'U° Date:4/24/2013 srlre v 3 OF 12 Cladding 6.00in. �r- .----16.0D1n.----rl 6.00b. «I I I f E .f i.l �•f �.! Framing f � fl II I ICI ) I (PRODUCT RENEWED • � I I I•t as complying with the Florida + + 6.001n.I f ! I � }+n g building Code l•I I I I•I NOA-No. 17-0406.06 •I I . Expiration te06/0112022 I By .-.L f.l I•! I I Miami a Product Control f l ) ! I•I i iLONN1�f�,�a momle-TREwsEr) f l E I I ti,F E flGA `'T. act eamr�dYlflB weth tbi E 5n6i n ngVWhg nh the 61a I I I I ��o ~•. IdEsrg I \ S `\A1 IP••• :4 . er I ,•I o. 124 Prodmcreantxv& • � « ! I +_� � -a' STAGE OF ERA I y NOMINAL 20 GAUGE 3-5/8"X 1-%5/8"STEEL ST DS 16"O.C. FASTENED WITH 518"WAFER HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE T4 BE DESIGNED FOR MEAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM AOT10N AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL(MUST PRO\ADE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING COOV SyP1gT►IJ� • NOMINAL 5I8"THICK15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT W OC AT PANEL, EDGES AND ALL INTERMEDIATE SUPPORTS USING Apip HARDIEPANEL,CEMPANEL,PREVAIL PANEL NO.8-18,0.315"NERD DIAMEfE"RX 1-1/4 LONG BUGLE INSTALLATION D>r IA1LS METAL STUD CONSTRUCTION HFAD SCRnr Ctl=A TJr THE PANEL IS FASTENED WITH NO.8-18,0.315"HEAD � James Hardie Building Products,Inc. DIAMETER X 1-5113"LONG CORROSION RESISTANT 10901 Elm Avenue RIBBED BUGLE HEAD SCREWS(SCREW SHALL,HAVE AT Fontana,CA 92337 LEAST 3 FULL THREADS PENETRATING THE METAL sE FSCM NO W.NO REV FRAMING),PLACE SCREWS 6°O.C.AT PANEL EDGES A PNL-PLK-SOFF i AND_iNT>wRMEDIATE_STUDS - --- Creator_E.Gonzales SCALE 9" 1'0" hate:4/24J2013 Srtr 4 OF 12 Stud Spacing at 161,O.C. —WALL LENGTH SEE —01 SMRTIPIA 84- 0 P-TAJ L.A Hardleplanko.cemplarim, PrevallID Plank Up Siding materials ------------ 6/8"thick 5 ply APA are rionasbestas f1ber-cernent rated plywood products tested In accordance with sheathing in ASTM C1186 Grade It,Type A and meeting the requirements of the accordance vAth Ida Building Code. Florida Building Code Flor 0.ffd�=Codt Section 2322.3 PAL Q�IVIi~N$�ON5 WALL HFJGHT Water-rellstive 7 Width Length Thickness barrier per FloAda 13y I: 11 : Btilldtng Code adt pn4ul coodt") Sartion 14042 VX4"S-F-F Installation Design PreEsure Wood Studs Wood Studs -92 p3f B Lap Siding Impact Resistant- 314'Minlmum Edge Distance Nab at,16-1 0.C.(typ,) Planks Installed over 5/8"thick 5 ply �k�210 1-1/4"iall X 5116" APA rated plywood sheathing thick starter stip Sheathing fastener,as described in Nota I All Installation shall be done in conformance with this Notice of Acceptance,the manufacturer's installation recommendations,and the applicable sections of the Florida Building Code. Wood studs where HarcliePlank,Cemplank,Prevail Lap Siding will be Installed shall be designed by an Engineer or Architect per the MoMa Building Code and the requirements of this M.O.A. Siding fastener,as M (Note 11516"thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance described in Note with Floridai orida Building Code Section 2322.3. REV%V k Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4'wide a with -Fk" laps at the top of the plank such that the exposure area of each plank Is 5 8-191 vertically. N6 S , HardiePlank, I Mote 21 The siding fastener shall be a 2-1Z long,0.223"head diameter,0.0921 shank diameter, Cemplank,Prevail corrosion-resistant siding nail;The siding is fastened 8-114"O.C.vertically and 19'O.C.horizontally; Lap Siding fasteners are driven into wood studs through 6/811 thick 15 ply APA rated plywood sheathing,fasteners are placed In the overlapping area approximately 3/4'from the bottom edge of the overlapping plank. 9 Vertical joints shall be placed over studs, Water-resisfive,barrier . The planks shall be installed over 5/8"thick/5 ply APA rated plywood sheathing supported by a per Florida Building minimum of 2X4"5-P-F wood studs n s nn I All (11 pacmian Inn " Code-Section 14042 * Fasteners shall have a minimum ce of 3101. 1,5/811"thick .5 ply APA rated HARDIEPLANIK,CEMPLANK,PREVAIL LAP SIDING plywood sheathing fastened INSTALLATION DETAILS WOOD STUD CONSTRUCTI PRODUCT RENEWED ,In a=rdance with Florida as complying with the Florida Budding Code Section James Hardie Building Products,in Building Code NOA-No. 17-0406.06 M venue Expiration q0te05101/2022 2"X 4"6-P-F Wood Studs .......... Fontana,CA B2337 The wall and soffit frames are to be designed ----�horie-—90,9-356-6300 size FSCM NO Me NO RFV BY Fax!909-427-0534 A I PML-PLK-SOFF I - - Miami (a� a Product Contro9__ by the Architect or Engineer of Record In — - Creator E,G6nza[e,,3 MAU 1 )ate-,412412013 SHEET 5 OP 12 Fastener Spacing per Flodd" Building Code Section 2522.8 16 in OG--- Cladding Framing L. I Fastener Spacing per Florida Sheathing PRODUCT RENEWED Building Code Section 232-2.3 .� as complying with the Florida Building Code .� NOA-No. 17-0406.06., Expiration o e0510112022 By Miami- a Product control E + ._---'FRt;<nd,1C'3'REV3S�..Y"__..._�__.._ —..._•,�_----.___ :.i 16 ying wsth the nmis a A f -e;�1/1 '7 e1f�II i Aeo" - ---- Otibo1' ,.la Q • !vr ade 1'radact Ca.'cfe+o✓¢ s!nx�N�tL wHh ire pWei� ,, `S�C`•• " • Q�6bTyD11771fv + 6 y \ eN0• i21 � —i-- By SATE 0F FRAMING ' `_��'• ■ NOMINAL 2"X 4"S-P-F WOOD STUDS 18"O.C. FASTENED i#T WITH 3-VT 16d COMMON NAILS(2 PER TOP AND t�'.of A,- BOTTOM CONNSC-LION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND�T Vi`[eY LOAD ARE = THE WALL.AND SOFFIT FRAME$ARE TO BIE DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITEGT OR i_NGINEER OF AV-CORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ■ NOMOXL 518"THICK/5 PLY APA RATED PLYWOOD SHEATHING'FASTENI=D IN ACCORDANCE WITH FLORIDA HARDIEPLANK,GEMPIANK,PREVAIL LAP SIDING BUILDING CODE SECTION 23223 CLAC3CM INSTALLATION DETAILS WOOD STUD CONSTRUCTION - ■ PLANKS.OVERLAP 1-114" ■ THE EXPOSURE IS!8-1/4" - James Hardie Building Products,Inc, = THE PLANKS ARE FACE NAILED WITH 2-1/Z LONG,0.223" 10901 Elm Avenue HEAD DIAMETER,0.092"SHANK DIAMETER,CORROSION- Fontana,CA 92337 I R1wSISTANT SKIING NAILS,-PLACED 314"UP FROM THE Phone'909-35—"6 00 SIZE F=M No o'AG NO rL V BOTTOM EDGF-OF THE PLANKAT EACH STUD LOCATION Fax 909 427-0634 A PNL-pLK-SO!l 1 •— -- -- - ------- ---- Creator.E.Gonzales SCALE 1^ 1'.p Date!4r2412[) 6 OF 12 r WALL L ENGTH � SEE Pr�4nLIGr f7ES�l�`IP,�Q►� ` Stud Spacing at 16'O,C, DETAIL A HardiePiankO,CemplankS,and yET518"thick15 ply APA Prsvaila Plank Lap Siding materials l _._w.__,,,, .�,.,.._.. n ----- �� 1 are nonasbestos fiber-cement -------.w _�-- - 'i. ; ; rated plywood �.+-,_... ._.._ + products tested In accordance with j I ° sheathing fastened ASTM C11$6 Grade 11,Type A and to metal studs as j i fE�"'rxrf�r� described in Note 1 meeting the requirements of the Florida Building Cede, v y WateNreslstive barrier per Florida PINK DLMEN,StQNS WALL HSIGH ;j l i° 1 rDtft Q ? �� `�ti C�• � Building Code Width Length Thickness i s ` Section 1404.2 5 8-1/2" I • l I i lvfi adzlfroc�ncY t oer�at ?€ o ;$ r l 1 20ga,3.3/8"X 1-518" DESIGN PRESSURfiRATtl1 - Li 1 i i.l l '•�.i i ` Metal r, tud Installation Design Pressure f ?I +1 ��_ -.__l j- ? F ��� Ha�ePlank, Fetal Studs -92 psf — '=— — t'__ w �. — :- /S. ;- 0 mplank,Prevail - B -►� _V��� s/ . ,• ' C,?�\lrt9�'y Lap Siding Impact Resistant— 3/4"Mlnimum toge Distance Nails at 16"O.C,(typ.) %.f� A� i9�� i g �gO 1-im WI X 5116" Planks installed over 5l8"thick/5 ply APA thick starter strip rated plyweoci sheathing D�TAII,� HARDIEPLAN_I�CEQIIPF,ANF�i'F2EVAlL P�'t!( .i�G IN,SxA4.lTlQt� l�1Ls w All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's Installation Sheathing fastener,as recommendations,and the applicable sections of the Florida Building Code. described in Note 1 . Metal studs where HardiePlank,Cemplank,Prevail.Lap Siding will be installed shalt be designed by an PRti beer -VisED Engineer or Architect per the Florida Building Code and the requirements of this N OA IwpVlying iththe t�locide �` ■ [Note 1j 5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at pane! itdine \ edges and all intermediate supponts using a No.8-18,0.31a"head diameterx 1-1/4"long bugle head screw Siding fastener,as Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114°wida laps at tit described in Note 2 the tap of the plank such that the exposure area of each plank is 5 8-1/4"vertically. ;Mote 2)The siding fastener shall be'a mInlrrium No.8-18,0.315"head diameter X 2-1W long*bugle head Mimi � � + screw over metal studs["or screw shall have at least full threads penetrating metal framing);The siding is hlardieT'lank, + fastened s 8.1/4'Q.C.vertically and 16"O.Q.horizontally;fasteners are driven into metal studs through 518" �i Cemplank, thick/5 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 3/4" \ / Prevail Lap Siding from the bottom edge of the overlapping plank vertical joints shaft be placed over studs. lJ Water-ras'istive ° The planks shall be installed over 5/6'thick 15 ply APA rated plywood sheathing supported by a minimum \`� t barrier per Florida 20ga,Nominal 3-518"X 1.5/8"Metal C-studs spaced a maximum of 16"O.C. Fasteners shall have a minimum edge distance of 3W. Building Code Section 1404.2 HARDiEPLANK,aMPLANK,PREVAIL LAP SIDING 618"thick 15 ply APA rated INSTALLATION DETAILS MUAL STUD CONSTRUMON PRODUCT RENEWED plywood sheathing fastened to James Hardle Building Products,Inc. as complying with the Florida metal studs as described in 10901 Elm Avenue Building Code Note 1 6 Fontana,GA 92337 NON-No. 17-0406.06 Expiration 05/01/2022 209a,3-5/8"X1-518°Metal C-stunt Phpne:909-355-5300 SIZE FscMr'o QM No �v The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF 1 By by the Architect or Engineer of Record in Miami d Product Control compliance with the Florida Building Code. "Greator E.Gonzales sc a 1/2"�1'-0" Date:412412013 sHEE' 7 OF 12 __ G.00in. 16In•OC- - Cladding 4 i J 6.00in. • • I 'I Framing •i 6.00in.0C I Sheathing PRODUCT RENEWED + as complying with the Florida Buflding Code +-NOA-No. 77-0406.06 i 0.751n - - Expiration O te05/04/2022 - BY— - Miami--a- Product control tttttdl OGAy MWSEV rn caaplyu�witG dce Yid With the Ftaalda `� I. CC'°' `� ATE OF r yk � �M1NG `'•�iisii�/I NOMINAL 20 GAUGE 3-5/8"X 1-518"STEEL STUDS 16' O.C.FASTENED WITH 518"LONG Ri'B✓ m BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) = THE WALL AND SOFFIT FRAMES ARE TO $E 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 SHEATHING ■ NOMINAL 518"THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUBS AT 6"OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAD OIAMETERX1-1/4`LONG BUGLE HEAD SCREW HARDIEPLANK,CEMPLANK,PREVAIL.LAP SIDING CLADD�PlG INSTALLATION DETAILS METAL STUD CONSTRUCTION = PLANKS OVF_PtLAP 1-114" R THE 2(POSURE IS S 8-1/4" .lames Flardie Building Products,.lnc. = THE PLANKS ARE FASTENED WITH NO,8-13,0.315" 10901 Elm Avenue HEAD DIAMETER X 2-114'LONG CORROSION- Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCR"(SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone:909.356-6300 SIZE FSCM No owe No my PENETRATING THE METAL FRAMING),PLACED 8/4"UP Fax 909-427-0634 A PHL-PLK-SOFF 1 FROM THE BOTTOM EDGF-OF THE PLANK AT EACH Creator:E.Gonzales SCAM 7"=t-0" Date!412412013 Sr+serr a OF 12 - -- — -- --STUD-LOCATION-- _-.-- WALL LENGTH SEE— -�R&0DLLQ EE QRLP110}y Stud Spacing at 16"O.C. DETAIL A HardieSoffitS&Cernsofft materials are B�_ nonasbestos fiber-cement products tested in i accordance with ASTM 01186 G l Type A aoco w< Grade I, TT' .............l 1 and meating the requirements of the Florida - j- Building Code. SQFFLT 7iMHNgQNS, i•! 2"x 0 S-P-F Width Length Thickness Wood studs 4' 8`� 11h" WALL HEIGHTSUE G x vN_- i ri l I HardieSoffit, lnstallatiori Design Pressure i .� I•; Cemsofst -Wood Studs -70 paf �__-• .���i p���� ` d�1AW, Nails at 4"0.0,(typ.� IgvLsw �� . 3/8"Minimum Edge Distance m witta�c a aoompiyiogv.hhMe Ebridm ari*� NO. 4 21 pending& ftNo13--e ft-(17 4 STATE OF ,gy � pFA.l1� 9y �, "frcCo =��,r; FLORIOP�.�`�0' 1�NA�- � ;NARb1E50��C�INSQF_F_ITpARIEt,,� ^��L�.A�]S1�T IJ]�3:9.1,LS soffit fastener,as ■ 4 installation shall be done in conformance with this Notice of Acceptance,the manufacturer's described in Note 1 installation recommendations,and the applicable sections of the Florida Building Code. PRODUCT RENEWED A, Wood studs where Hardie-offit,Cemsoffit Will be instated shall be designed by an Engineer or as complying with the Florida Architect per the Florida Building Code and the requirements of this N,O.A. Building Code ■ The Soffit shad be installs d over minimum 2"X4"S P-F Wcod studs spaced a maximum of Eli"O.C, NOA-No. 17-0406.06 HardleSoffit,Cemsoffit ■ [Note 11 The soffit fastener shall be a 2"long,0,223"head diameter,0.0921 shank diameter, Expiration e05101/2022 corrosion resistant siding nail;the fasteners shall be spaced at4"C.C.at panel edges and intermediate studs;the fasteners shall be driven into wood studs located at 16 O'.c. By 1 ■ Fasteners shall have a minimum edge distance of 318"and a minimum clearance of 2"from comers. + lMloml- a e Product Control HARDiESOFFIT,CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4"S-P-F Wood Studs James Hardie Building Products,Inc. The well and soffit frames are to be a 10901 Elm Avenue designed by Lire Architect or Fontana,CA 92337 Ertginear of Record in compliance Phone:909�35&-8300 &ZE PSCM No owe No rtEv with the Florida Building Code, Fax 909-42770634 A PNL-PLK-SOFF 1 1 Creator E.Gonzales smi-E if2"0 1--0" bete:4YLd12f113 SHEET 9 OF 12 4.40in. 16.00'ttt. - Cladding Framing. PRODUCT RENEWED • as complying with the Florida , Building Code NDA-Mo. 17-0406.06 ` . Expiration Da 0510112022 By i 4,00inn Miami- Product Control 1 !�(F1lFP�+!/rfjjrejr j �o W1 wit the4lor;& �(x*ying 8�Yi4 13 `�iI }�...U..�/ Scv] Cote � � 4t�1 Aomptaw Ilka� 47 FScpir ionl?n�c. F vf7 ��1 ` � sY � No. Mi�fii �r ik+rAua Ct�ui • Mixm'c?:xic P'rotlmct Caatnot � �� STRTFAZOR .. - - Vt;JVliHl4FJ. ERA—M[_NG " NOMINAL 2"X 4"S-P-F WOOD STUBS 16"J.C.FASTENED WITH 3-112'16d COMMON NAILS(2 PER TOP-AND BOTTOM FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE OCNN50TION) ' NOT PART OF THtS APPROVAL(MUST PROV(DN ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFT tT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEI=R OF RECORD IN comPuANCE WITH THE FLORIDA BUILDING CODE Cf.1�Di�1 1�. THE 6OFFiT IS FASTENED WITH 2"LONG,0.223"HEAD HARDIGSOFFIT,CEMSOFF)T PANEL DIAMETER,0.092"SHANK DIAMETER,CORROSION NSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS,PLACE NAILS 4"O.C.AT PANEL (B EDGES AND INTERMEDIATE STUDS James Hardie BUllding Products,Ina 10901 EIm Avenue ' !IF Fontana,CA 92337 Phorse:g09-3aB-6300 SIDE FSCMvO ov�tvo Rev F'ax909-427-0634 A PNL PLK-SOFF i -•-- - _ Creator E.Gonzales scu a 1"=1'-0° Date:4/2412013 sr;Eer 10 OF 12 WAi.k.L,1=NGTH SSE ;}7RQD_U_C_i'L]>r�C121T,�x1�?t�l Stud Spacing at 16"Q.C. DETA[LA HardieSoffitO&Cemsoiflte materials ! are nonasbestos fiber cement products tested in accordance wAthASTM C1186 ---...._, ----- --� _.__..T��___.__.�,_:__,__,_.1 —�—=--1- Grade 11,1!� A and meeting the i ^ ji iY , requirements of the Florida Building Code. i { ,iPRODUCT RENEWED as complying with the Florida , [.:Building Code ',�C7FF1T DItV�E�15�ON zOga,33-5t8"X 1.518" NOA-No• 17•-0406.06 , Width Length Thidwess WALL A! ,A i Metal Gstud HEIGHT ` 1 I I Expiration Da 05/0/12022 1 A HardieSoffit, By ,• Bt=StCiN I'RESSU�ZE RAIK 1 �•i Nllami-D d roduct Control � t installation Design Pressure Metal Studs -55,991" lot - - pi 5: -,j 1.;..._ _.u•- -- lYR4Ui7Gd't2&�I4;9LI• y61l1 .s• _ Nails at V 0i.G."(typ•) PitOi)t=BEVMED uso0mp1?kra whin their 4a�A � CC 3!8"Minimum t=dge Distance. � surla; ` r 3j1. a - 1V0• 121 rac►n,too t� G �'i , Abe 'tlicpirt; tJ(� fl i > ( -D i STATE OF ;p�'p!1�1 ha Poi" 3iriE':vtfuctod �����;�l�R1DP •'�+�o�� / iAr�J1j>nSQEFl7�C IV(5_QF�FLeAfi1 LINSTAL��7fOE�BETAELS +%•�ONL Jeff t� Ail installation shall be done in conformance with this Notice of Accepi�nd `{KRyfi4�anufacture es Installation recommendations,and the applicable sections of the>�orida Bullding Code. �� Soffit fastener,as = Metal studs where Hardiesoffrt,CemsofHt will be installed shall be designed by an Erigineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.0 A: The soffit shad be installed over minimum 20ga,Nominal 3-518"X 1-5/8"Metal C-studs spared A � a maximum of 16"O.G. --- Mardi©SafEit,Cemsaffit „" [Note 11 The soffit fastener shall be a minimum No.&18, D.315'head diameter X 1-114"long" , ribbed bugle head screw("or screw shall have at least 3 full threads penetrating metal framing):the fasteners shall be spaced at 6"O.C.at pane[edges and intermediate studs,the fasteners shall be driven into metal studs located at 18"0-0. Fasteners shalt have a minimum edge dtstanee of 3/8"and a minimum clearance of 2"ftm corners. HARDiE$Of1=1T,CEMSOFFiT PANEL iNSfALLAT10N DETAILS MECAI-MD CONSTRUnON Jaynes Hardie Bullding Products,Inc. 20ga,3-5Z" 1-5/S"Metal C-stud 10901 EJm Avenue The wall and sotfrt frames are to be s Fontana,CA 92337 designed by the Architect or Dnglneer phone: ME PSMI No owo No REV of Record In compliance with the F-a ,9GS•-427-CS34 A • PAIL-PLK-SOi:F 1 Florida Building Code•, Creator,E.-Gonzales SCALE irony 1',-a- ❑ate;4124/201$ sraU 1i OF 12 lam_"_" _- - � - • 6.Doin. 16,001n, Cladding • Framing i 6.001n. ` rc�nvtl�l'l�vl&r� I PRODUCT RENEWED 'fficoa�y�s�eC•�ft- mom=' [ `D I•• as complying with the Florida Catfe ac 0-moyin WM*0 rr� Building Code f�l w /� C l �j rf ��e1(1�Itlai�i l�oQ-NO. 9l-o�FQ V.0V •1r4 �`}�l1 r OD �✓• f • {��r+l IIVYAAQDcPtw `y ma's Expiration 10112022 a By . i�san ptm6acdCoertm� - r�'� •=. ��. Miami-DAdf Product Control iOtdP � F}�A�•ING ,11N1 NOMINAL20 GAIJG5 3-5W X 1�51T STEEL STUDS IW O.G. FASTENED WITH SIB WAFER HEAD SCREWS(P.PER TOP FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL(MUST PROVIDEALTFRNATE PROVISIONS FOR THESE LOADS} THE1NALLX?4D SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CJ,�I�DtNG HARDIESOFFIT,CEMSOFFIT PANEL. THE SOFFIT IS FASTENED WITH NO.8-18,0,315"HEAD INSTALLATION DETAIL•METAL.SCUD CONSTRUCTION DIAMETER X 1-1/4+LONG CORROSION RESISTANT RIBBED (a BUGLE HEAD SCREWS(SCREW$HALL HAVE.AT LEAST 3 James Hardie Building Products,Inc. FULL THREADS PEIdETkATNG THE METAL FRAMING), PLACE 1090 1 Elm Avenue SCREWS T O.C,AT PANED.EDGES AND INTERMEDIATE Q STUDS " Fontana, CA 92337 Phone:909-356-6300 - SUE FSam No Ewa No Rev Fa)(909-427-0634 A PNL-PLK-SOFF 1 Cre8tor:-E,-Gonzales srrJ L 2-=-d-a —Date:4I!! 2D13_sleet r 12 OT_72 __ 4-J �. (v � r. C•J C O In'tertek ,.' a O E- U) s- REPORT NUMBER: 3148104COQ-002 ti ORIGINAL ISSUE DATE: May 30, 2008 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500.13RIGANTINE DRIVE- COQUITLAM, BC V3K 7C1 ul RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 wPRODUCT EVALUATED: HardiePlane and HardiePanelTm Fiber-Cement Panels EVALUATION PROPERTY: Structural Testing IMM OGA lour®rrssrri,�e���� O+ Q. G f rr�� -q q a ` Report of HardiePiankTN and HardiePanelTm Fiber-Cement Panels fort h*' lected ragWrements of the following critarda: ICC-ES AC40, .Acceptance Critikia.&'[Fib71" ATE OF Cement Siding Used as Exterior Wall Siding, Approved October 2000,'� on 4 Transverse toad _ ,� •,., Q RIOP.• � q( s8/0NA• ,� t 1 This report is for the exclusive use of Interteks Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liabilty to any party, other than.to the Client in accordance with the agreement,. for any loss, expense or damage occasioned,by the use of this report..Only the Client is authoriaedto copy or distribute_thls.report and then only In Its entfrety. Any use of 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 writing by Intertek. The observatlons and test results in this report are.relevant only to the sample tested. This report by itself does not imply that the material, product,or service ls:or has ever been under an Intertek.certification program. I 1 � ' a 1 James Hardie.Building Praducfs,Inc. Report md.o"pv`u*60w=vu Page~~. � ����� m�� ���o�tu�wn0vm o ono"�v.e ^�v ~�^�"x��""~= 1 TablOof Contents.. —`--......--_..—.....---.--...--_~—..—.._...~,.----..-.__-2 2 Intm»ducUon,................................ .................................................................................~,.-'u 3 Test -.._—'—_—^.--~..--.---.~---.--'-----..-.--.—..--.^..^—_3 31. Sample Selection............ .............................................................................................3 3.2- Sample and Assembly Description.... ^—.'-----,---~'-^'_^^-~—''--~^~3 4 Testing and Evaluation 8AelhodG...........................................................................................3 4.1. Conditioning................................................. ........... — .......... ..................'..............3 4.2. Transverse Load~-._--_..---....~..—.---.-.._----.,.—.--_---._..4 5 Testing and-EvaluationResults...................... ....................................................................5 4.3. Results and Observations, .......................................................... ................................5 6 Conclusion......... ..... ..........................................................................................................6 Appendilx.A Test Data.................................................................... Y8pages GAW FLO � --_--_ iI PROJECT RIO-2577-15 I ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO-WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION-SCOPE 2 EVALUATION PURPOSE 2 REFERENCE'REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE.2A THROUGH TABLE 2C,:ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND.CONSTANTS USED,IN DETERMINING V AND p 5 TABLE 4,ALLOWABLE STRESS DESIGN'C&C PRESSURES EXPOSURE B 6 TABLE 5,ALLOWABLE STRESS DESIGN C&C.PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7, ALLOWABLE WIND SPEED(MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS-PRODUCT EVALUATOR,THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS.-ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE'ASCE 7-10,THE 2014 FLORIDA BUILDING CODE,AND THE 2012 INTERNATIONAL BUILDING CODE, PREPARED BY: RONALD I. OGAWA&ASSOCIATES, INC. 16835-ALGONQUIN STREET#443 ����rrrr/irr/ir/r�`I HUNTINGTQN BEACH, CA 92649 q►�� QGAWA 714-292-2602 ..$,, 114-908-1.815 FAX �I,o`• SSP '� �`f�firsrl/IIJO�� RONALD I:OGAWA ASSOCIATES,INC. l 16815ALGONOUIN STREET#443 HUNTING70N BEACH,CA 92649 714=292-2602 714-g08=1815 FAX JAMES HARDIE BUILDING PRODUCTS;INC. PROJECT:Rib-2577-15 1-888-542-7343 infoaame9hardlexom E"LUATION SUBJECT Hardl8Planl(0 Lap Siding Jam 2 Handle Product TWO Names covered in this evaluation: Haidl�Plank®Lap Sidingi C941Plenk8 Siding,:Prevailm Lap Siding EVALUATION SCOPE: ASCE 7.10 2014 Florida Building Code 20121nternational Building CodeO EVALUATION PURPOSE: This[.natysls is to delermine the maximum design 5-smnd gust wind speed to be resisted by an assembly of HardlaPiank(ComPlank.Prevail Lap)siding fastened to wood or metal framing,vmh naps or sirsris. REFERENCE REPORTS: I.fntertek Report 3148104C.8t]-002,Transverse load testing on Hard.oPlank andHaidiaPanel Fiber-Cement panels 2;iatertek Report 1Q0T17048COQ-003..Transveiso load testing an HardiePiank and HardieShingle I i pGAWA ' i lO14AL�'� 2 I I _ RONALD h OGAWA ASSOCIATES,INC. 16835 ALGONQUIN-STREET#443 HUNTINGTON BEACH.CA 92649 1 714-292-2602 714.1308-1815 FAX PROJECT:RIO-2577-15 JAMES'HARDIE'BUILDING PRODUCTS;INC. 1-888=542-7343 info@Jameshardi e:com "TEST RESULTS: Table 1.Results of T anaverse Load Testing Reptift'Number 3146104C00-002 3148104C00-002 100717048C00-003 100717048000-003 Test Agency tntertek Intertek Intertak Intenek Thickness(in.) 0:3125 0.3125, 0 3125 0;3125- Widlhyin.) 5.25 9.25 8,25 8.25 Wood 2'x 4"SPF Wood 2'x 4'SPF Wood-2'x 4,SPF Wood 2'x 4'SPF Fre aType wl7116' w1711ell . iWF7116* w171)1T Ose sheathing OSB strebIhIn® DSB sheathing OSB sheathinp Fr.*eSpacing On.) 12 1 s0 waterhead screw,1 t#$wafarhead screw.I. 4d ring shank WIN 4d ring shank siding Fastener Type 5W x 0;375•HD 5W x 0.37T HD l's'x.q.090'x.0;215" 1.5'x 0.690'x 0.2l5 I Fastener Length(inches) 0:625. 1.625 1.5 1:5 Fastening Method Brind nailed to OSB 13&nd nailed 10 OSB Blind nailed to OSB Blind nailed le OSB Ultimate Load(psf) 310A 138,8 152 198 - Desi n Load( s ' 10.3. 46.3 50.7 .66.0 Effective TnbulM Area W) 0.333 0.657 0.389 0.292 Fastener Load,as tested: 944 3d.6 19 7 2914 (Ibrtas(ener) ` - - Ce:cu4detl fastener wihdr2wal load is compared with the Adjusted wilndrswal design load 35.6 35A test resuil and the more conservative env k<a bo used, (Itiit�.9[enery.VY Nel Fastener Penetration(In.)„P 0.437 0.437 _ Woo Spec sty,G 0.70 0.70 Nail Shank Diameter(m.),D 0,090 0.090 Wi ''drawal design vakie.per NDS 2ot i or ESR-1538(Wn.penetratanj; 50.9 50:9 W 1.'Allawable design load is dotoritrinee from ultimate Ioad'dMded try a factor of safety o(.3, 2.HaMlePiank Sidujg complies.vhnth ASTM C1186,Slandard SpkXicaVon for Grade 11,Type ANon-asbestas xber Cement Flaf Sheets. 3.An equirvatent specific,gravity of 3.70 for ring shank nails Installed on:OSB is recommended byAPA TT=039C. 4.C�alculalod fastener vr?thdrawal Toad Is comp.e4vAlh the test result.and then.lhe more consetvativo.ono will lie used., For atl Wses in the table,Iha;adjusted lvltbarawal design.valu0,W,Is,calculated a5` ImWer_e Cc- W_P 1� C�=load duration factouper NOS-2012Table 2.12 for Wnd/eaMquake load=1.6 �.'V-vnthdravral:design value,calculated per NDS-2012 or ESR-1539,whlcheverapplicable p ta§tener embedment depth.in. V`W-n n2ifsnank;D,.z 0.099 inch fiut S o:375 inch for smooth shank Halls,NDS•2012 equaden(11.2.3)is usedlo calculate%Tandrawal design vaiwe W=1380-Gam-0 V4here, ,G=wood sp-c fm_gravitypor 7aMc t i.3.3A D s na0.shank diarileter,In. When nail shank,D,is less than'0,099 Inch,or in the case of ring shank nails,the withdrawal design%,hues were oblalned from.ICC-ES ESR-109 Table 2. °GAq ' STAT �O TONAL E I 3 RONALD I,OGAWA ASSDGIATES,INC. 16835 ALGONQU IN STREET 9443 HUNTINGTON BEACH.CA 92649 714.292-2602 7144084815 FAX PROJECT:R164M45 JAMES:HARDIE BUILDING PRODUCTS,INC. 1;888-542-7343• info cQl'amashariife.cori For.. to 2A to 2C the designs loads MI be calculated by proportioning the tributary area to.each fastener;Lheretiy design load to.each fastener will be kept constant- By daing.so,the a2movable design Wad for vartous'HardiePfank vadths;andslud spacing will be determined, Tabl 12A,AAflowabie.0031gn LoaitnBased on Condtant Fastener Load,ittl wafer head screw x 0:375"HD„fastenera.concealed(trfind screw)at 12"O.C.to WSP sheathing only For 5.25 Inch wlde.HardiePlank: Design load=ultiptate failure-16ad1FOS=410A:psf 13=-103.5 psf EffccWe inbutary.=((ptankwioth exposed to weather X:festener s0drig)1744)_((5-25-1.25)X 12)1144=0,333 sq.ft. Fastener Wad=design toad X tributary area=-103.5 X 0.333=34:5 pounds For 9.25 Inch wide HardiePlank. Design load=ultimate failure loadlFOS=-138.8 psi13--48.3 psf. Effective tributary'=((plank width exposed to weather X fastener spadngy144)=((9:25.1.25)X'.12)r144=0,667sq.ft. Fastener load'=design toad X thtMary area=-46.3.5FX 0.667=-30.8 pounds The fastener toads for all other plank vddths Were linearinterpiated from the tiro tests based on plank VM111 Calculated ail mrable design load-fastener load,tested condition divided by area tnpulary for the condition to be calculated v 0.61 N HardiePlank WidthE: w-r3_ a' (inches) "0 5-a LL a-c w m a rl 1 5.25 -310,4 12. 0.333~ 403.5 44.5 6:25. 12 0.417. -80.6 -33.6 7.25 12 0:500 .65.3 -32:7 7.5 12 0..521 -62.3 -32.4 8. 12 0. =56.9 32,0 8,25 12 .0.583 54.4 31.8 I .9.25. -135.6 12 :0.067 46.3 -30.0 9.5 12 0:688 -04:5. -30:8 12 12 0.89a -31.6 -28:3 Tab 6 28,Allowable Design Loads.Based on Constant Fastener Load,4d ring shank siding nail(1.5 StD.D9"ri0[215"�;Fasteners concealed(blind nail)at 6"'O.C.to WSP.sheathing only For 8.25 inch wide HardfePlank: Design load=uldmate faituro loaffOS'--152,psfl 0= 0,.7.psf Effective tributary=((platy vifdth exposed to wealfiet;X fastisner,ii*.An6yl44)='((8.25-1.25).X 8y144._0,389 sq.fL Fastener load='design load X-tributary area=-50.7 X 0,389--19.7 ibs. The fasten&loads feu all other plank vridth were calculated based on the same fastener load Calculated aCowable design load=fastener kxrd tested Condilion divided by area tributary for the condition to be cacutawd 10 m C HardePlank Width `-,'c .r� H m•'r! m m o o rj P. 16$ I 5.25 8' 0:222 =88.7 -19.7 6:25' a 0:278 -70.9 -f 9.7 725 8 1 0.333 . 59.1 -19.7 7.5 a . 0.347 -56.7 -19:7 8 S. 0.375 -52:5 -19;7 8,28. -152 8 01119 -do:7' -%T 9,25 a 0.444 -44:3 -19.7 9.5 8 0: 58 43,0 199 i 12 8 0;597 - -33.0 49.7 Table 2C,Allowablo Design Wi dsBased on Conal int Fastener Load,.4d ving.shank aiding.nail(1.5"xo:09"x0.215"),-Fasteners concealed(blind natq;at 6"O.C-to.WSP sb9attling poly For 8.251neh wide HardiePlank: Design load o ultitnate'failure loadfFOS•=-198 psfl-3=-50.7 psi Effective tributary-((plenk widlh'expcsed tb weather X fastener spaaingy144)=((8:25-1.25)X 6u144=-0:292sq.ft. Fastener load='design load X tributary area==66 X 0:292'=-19.3lbs 7ho fastener loads for all other plank uidtit vwe calculated based on the same fastener Wad Calcul6ted:atknvable design loads fastener load tested condition divided hy;area tributary for the condition to be calculated 0 [wW d-r la111j )G'AVVj�ssy�i HardiePlan-k.Widlh M" t c A ,� �i a ci R.00 rA 21 m aF+ i,V ••1I� (Irlutes) d _,a 'M r e w a s LL� raa + 5,25 61Y 0:167' ' -115.8 -19.3 qrr •,•�••S •�'•• 6.25 8 0.208' .92.6 -19.3' 4 J 725 6 1 0.250 -7T2 09.3 7.6' 8 0.260 74.1 -19.3 �` Q II 5 0.201 -68:6 -19.3 '• * , 9 19 I $:25 198 6 0:2 2 ,88.0 .3 �. cc 9.25 8 0.333 -57.9 -19.3 F I . .5 6' 0.344 -58:t .d••. STA t, i1 el D, 8 -43,1 19.3, S'•,:• �� 1 j 1 r lit T�'. �S10fVFi�-�F I a I RONALD 1.OGAWA ASSOCIATES,INC. i 16635ALGONQUIN STREET4443 HUNTINGTON BEACH,CA 92049 714-292-2602 714-908-i B16.FAX PROJECT;RIO.2577.15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888'-542.7343 info@jame§hardie.com DESIGN WIND LOAD PROCEDURES:. Fitter cemant siding transverse toad capacity.(wind toad copadty),is determined via compliance testing to transverse bad naUbnal test standards:Vra the transverse load testing sn alb, ble design load Is determine based on Vfadof of safety of 3 applied to,the ultimate Iasi land. S'' the ailowaUe design toad is based on factor of safety of 3.allowable design loads on fiber-cemenleidina correlate directly to required desigri pressures forAllaaable Stress Design, antllherelore shtiUd be used wRh 6ii t ation loaoirig.a'Wiaris for p11owable_51rm-Design 1ASD),. By U ng file comti;natlon loading.equallans.for Allowable Stress Design(ASD),the tested allowable designiozds fob"hLer-cement Nding are Wgned.wAn the_ mil speed requirements In ASCE 7-10 ure 20.5.1A Ft ute26 5-18'and Fi ure-26.5-1C. � 9 9 For t�is analysts to calculate the pressures In Tables 4.5 and 6,the load camti)aation w'l bo ut act:asrdance with ASCE 7.1.0.Sectlon 7-4 conrtbnfrlg nominaJ loads using al;owab,e stress design.load comNnatlon 7. Load combination 7 uses;a load faclorof 6.6 applied to fhe%*W velocity pressure. Equation 1, %r 0.00256'Ki KZK;V' fret ASCE 7-10 equation 30.3-1) q:,.velocity ptassuie.'al height z K.,ve".pressure exposure=fflclent evaluated at height z tin,topNrapti;c.factcr K�,wind direcfionallty factor V;basic wind Equation 2, V=V" '(4t 201218C a 2014 FBCSectYdn 1602.1 defiallionsJ V,,,ultimate design Svind speeds(3-second gust MPH)atiteimined from[201218C;2014 FBC]Figures 1609A,B,or C;ASCE 1-10 Figures 26.5-1 A-B:or C Equatloh 3; p'0,(GCP-CGp) fref-ASCE 7-10 Offualion-30.6-fJ GC,,produet of extemsl'pressure coefflcientand gust-effect factor GCp,prod=of'irltemal pressure Coefficient and gust;effecltocfor. p,design pressure jP.SFj.Ior sidng'(alfawable design load forsidin©) To detemine destgo pressure,subsbigle q;into Equalforr 3; Egl yation 4, p=0.00256'K*K.-K3'V,n1-(GCr GCO1 Allelvable Stress Oesi{pr,ASCE 7-10 Section 2.4-1,toad corniinatidn 7. Equa n- tion 5, 0.60-0:61N {rot.ASCE 7-10 sectfen"2.4,1,./0`0 comGinutian 7) D,dead load W,wind toad.(load duo to wind pressure) To'�eterm)ne1he Altmvabfe Stress basign'Piessura;apply the fuad facforforW 6vfnd1 frorn EquaO"on 4 top f faslgn pressure}determined bail;equation 4. Eq ration 9, p:.e=0.6'[Pl Egtiatioh 7, P. Eqjanon 7 isused to populate Tattle 4,.5,and C. I To etermtae the affawable utdmale basic wind speed for Nardte Siding in Table 7 solve Equab ri 7 for Equation 8, V,,e a(paffi.6'0.00256•Kr:K;fCr•(GC,GCP))ots A Ifcable ro rneftds sovifted in Exceptions f through 3:of f20f218C.2014F8CJ Section 1409;1.'1.,to ddteWnq the:aitovisbte.aorrrrnal design Wind speed(Vasa)for Ftardle Siding in Tattle 7,apply the converstnn formula below, Equation 9, V,.,-V;,�'{t elf fref,2012 iBC 8:2014 FBC SocGGa..1116J0.011'"j, I V,„,,Nominal design v4nd'spoed(3-second gust mpn) fter.20t2 IBC a 20ta FBC Sect;4T6D i p�,q lNq ��- T, 3,Coolflelents.rind Constants used in Determining V and p,. 1 �t p( •., L K, Well Zone 5 I Height(it) Ex .B Exp C Exp D K GC GC„ p 15 0:7 0:05 1:D3 11560 t 0:85 -1.4 0.18 0 1 _ 20 0.7 0,9 1.08 1 0.85 -1.4 0.16 d 25 0.7 0194 1;12 1 0,85 =1.4 1. 30 0.7 0.98" 1.16 1: 0.85 -1.4 0:18 I 35 0.73 1.01 1.19 1. 0.85-- -1.4 0.10 40 0.76 1.04 1.22 1 0.85 -1.4 1 0AS 1 45 D.785 V 5 1:2as 1 0.85 t,a 0.18 50 O.at 1.09. 1:27 1 0:85 -1.4 0.18t) 1on' 55 0.83 1.11 1229 1 0.85 -1.4 0:18 ��+y" t YtlPAL I 60 0.85 1.13 1:31 1 0,85 -1.4 0:18. I 1o0 0.99;"._ 1:26 1.43 h>60 1' 0.85 -1.8 0.18 i 5 I RONALD 1.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 j 714-292-2602 714-008.1815 FAX PROJECT:RI0=257.7-.15 JAMES HARDIE SUILAING PRODUCTS.INC. 1,7888-542-7343 info@jameshaidle.com I Table 4,Allowable Stress Design•Component and Cladding(C&G)Pressures(PSF)to be Resisted at Various Wind Speeds•Wind Exposure Category B, 'Wind Speed(3 second gust) 100 105 Ila 115 120 130 140 15C 160 170 180 190 206 210 IHeight 11) 1 8 B 8 9 8 B B B a B B B B B 1 0-15 -14.4 -15.9 -17.5 '-19.1 .20.8 24.4 2e.3 32-5 -37.0 -417 -46.8 =52.1 -57.8. -63,7 I 20 .14,4 .15.9 .17.5 .19.1 <20.8 .24 4. -28.3 -32.5 .37;0 -41.7 46,8 -52-1 -57..5 -637 25 -14.4 -15.9 -17:5 AM -20.8 -24.4 -28.3. -32.5 37.0 -41.7 -46.8 -52.1 -57.8. -63.7 I 30 -14.4 -15.9 -17.5 -19.1 40.8 -24.4 -28.3. -32.5 -37.0 -41.7 -a6.8 52.1 57.8 -63.7 I 35 -15.1 -18.6 -I6,2' -10.9 1 -21.7 -25.,4 1 -29.5._ -33.9 1 48.6 -43,5 1 -48.8 -54.4 -60.2 ._-66.4 I 40 -15.7 -17.3 ,i9.D -20.7 -22.6 -25.5 -30.7 35.3 -40.1 -45".3 -50.8 -50.6 -62.7 -69.1 45 -16.2 -17.9 -10.15 .21.4 -23.3 -27.4 -31.7 -36.4 41.5 -45.6 -52,5 •55:5 -64.8. -71.4 50 -16.7 -10.4 -2.02 -22.1 -24.1, -282 .32.7 37.6 7742.8• 48:3 -54.1 -60.3 -86.6 -73.7 1 55 -17.1 -i8.9 -20.7 -22:6 -24.7 -28.9 -33.6 -38.5 -418 49:5 .ri5.5 -618 -BB.5 ,-75.5 1 o r .a 100 -25. •28:2 -31:0 33.5 -26.9 -43.3 •50.2- -57.6 -.65.5 •74.0 •52.9 -92.4 -102.4 1-112.9 Table 5,Allowable Stress Design-Component and Cladding(C&C)Pressures(P5F)to be Reslated at Various Wind Speeds-Wind Exposure Category C, VJnd Speed(3- second gust) 100 105 110 115 120 130 140 150 160 170 180 i90 200 210 1 Height(1i) C C C C C' C C •C C C C C C C 0-15 -17.5• . -19.3 -21..2 -23.2 -252 -29.5 -34A -3915 -44.9 -50.7 566 63.3 -70:1 .-77.3 1 '20 -18.6 -20.5 -22.5 -24.6 -26.7 -31 4 -36.4 -41.8 -47,5 -53.7 602 87.0 -74.3` -81'.9 I 25 -19.4 -21.4 -23.6 -25.6 -27.9 -32.0 -38.0 -43.6 -49.6 -56.0 -02.8 1 -70.0 -77.6 -85.6 1 30 .20.2 -22.3 -24.5 -25:7 -29.1 -34.2 -39.5 -45.5 -$118 -58.4' -05.5 43.0 -80.9 -89.2 1 35 -20.6 .23.0 1 .25.2 •27.6 .30.0 -35.2 -40.8. -46.9 -53.3 .602 .67.5 -T52 -83.3 .91.9 1 40 -21:5 -23.7 . -20.0 .28.4 -20.9 -353 t20 49.3 54:9 -62.0 -69.5 -85.8 -05 -22.0 24.2 26:6 29•i 31.6 37.1 -43,1 -49.a -56.2 63.5 -71.2 T. 87,9 -96.9 5D .22.5 -24.8 •27.2 -29.7 -32.4 -38.0 I1 15o050 a J-50.6 -57.6. •65.0 -72.9 -812 -89.9 -t9 9:2 -22.9 -252 .27.7 -303 33:0 38:7 -53.6 .652 -74.2 -82-7 -91.6 .101.0 .432.6 35.9• -39A 431 -46.9 -55.0 94:1 105.5 =117,8 -130.3 -143 6 Table 8,Allowable 56 3s Dosign-Component and Cladding(C&C)Pressures(PSF)to be Rosktud at Various Wind 5poeds-Wind Exposure Category D, Wind Speed(3 second gust). 100 105 110 Its 120 130 140- 150 160 1 170 180 190 200 210 1 Height(it) D D D. D D D D D D D ❑ D D D I 0.15 -21.2 -23.4' -25.T -28:1 -30.8 1 -35.9 -41:6. .47.8 -54A -81.4 -58.8 -75.7 -85.0 .93.7 20 -22.3 -24.6 -27.0 -29.5 .32,1 -37.7 -43.7 -50.1 57:0 -64.4 -72.2 -BOA 49.1 -98.2 25 -23.1 725.5 -28.0 -30.6 -33.3 -39.0 45.3 -52.0 -59,1 -66.8• -74.9 -93.4 -92,4 -101.9 3D -23.9 -211.4 --29.0 731.6 -3 fi -40.4 -40.9 -53:B -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24:5 •27.1 -29.7 -32:5 1 -35.3 -41.5 1 -48.1 •55.2 1 -62.8 -70.9 1 -79.5 -88.6 -992. -108.3 40 25.2 27:7 -30.5 33 -36.2 -42:5. .•-49.3 -56.6 64.4. -72:7' .81,5 . 0.9 -100;7 '-111.0 45 -253 28.3 -31-1 -34:0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 I 50 -26.2 -28.9 -3117 -24.6 -37.7 -44.3 51.3 58.9 -67.1 -75.7 -94.9 -94.6 -104.8 -115 5 1 55 -26.6 -29.3 =32.2 o35.2 -38.3 -45.0 -512 -69.9 -88.1 -76.9 -86,2 -96.1 -106.4 -117.4 100 37.0 -4o.8 :7 -4S.9 53i2 -62.5 225 33.2 94.6 -106.6 ' -119.8 -133.4 .147.9 .163.0 Tattles 4.5,and 6 are based on ASCE 7.10 and consistent with the 2012 IBC.2012 IRC and the 2014 Florida Building Code. 'fffffreer>�r����esl to • • ••• �'1%q m * 121 �,'•. ST - w --r ONAL.� `��'���ssiseFll fr I s i RONALD I,OGAWA ASSOCIATES,INC. 16835 ALGONQUIN'STREET*A43 HUNTINGTON'BEACH,CA 92619 714-292;2602 714.908-1816 FAX PROJECT:RIO-2577-16, ll0/OIt!lrsJrea�' JAMES HARDIE BUILDING PRODUCTS,INC. ip. GA 1-688-542-7343 infoQa jamesharMe,cam ti N No. 121 Table 7;Ailawable Wind Speed(mph)far Hard IePlank Lap,Slcling(Analytical Mef cid In ASCE-7--10 Chapter30 CSC Part land Part 3)� * v TA�OF 201219C;2014 FBC 201219 S 1C,2014'F9C A•=.� 4 Nlowable,Ultimate Allavable Nom inal minal Design Wind.Speed, Design VVInd,Speed '_�0.'•� FLOR`d (3second gust mph) (3-second gust mph) �� O N A1- -A*5wble tomethods Appi lm lie to Methods ''R1jfJ!/11J11 ;specified to 12012 IEC, spechod In Exceptions T 2014'FOCI'Secton. INeup 3 of 12012190, .609.1.1'.as delenniced by 2D14 FBCI Seen 1201219C,2014 FBC) 9608.1.1. Flgures 1609A B.cr C. Coeffidenis-used In Tibla 8 talcuistlorrs for V Wind,OxpDsure categm Wind exposure ca"cry S dmB K, PMUCI Fastener Ble7dkn AuOvrable Pro duct Thickness, Width F05lefier Fastener Frarlio Spaeing Height''2 e C D 9 C p. Dasign cir (inches] s) Type Spacm® Type (d es} (feotj Load (PSF) Exp El Exp C E p 0 Ke K.- 'GC° GC•, G-15: 268 243` 221 207 188 171 -103,5 07 '0.85 1.03 hs60 1 0.85 -1.4 0.1B 20 268 236 216. 207 183 167 -103.5 0.7 0.9 7W9 1 0.85. -1,4 0.18 No.8 it 1- 2X4 wood 25 -268 -231 212 207 179 164 -103.5 0:7 0,94- 1.12 1 0,85 4.4 0.18 5V long,x 'or 20 ga. 30 258 226 208 207 175 161 -103.5 0:7 f 0,98 1,16 1 0.85 .=1.4 0.18 0 375 MD Blind. steel 35 262 223 205 203 173 159 •1015 0.73 1.01 .1.19 1 0.85 H uPtank SWIG 5:25 ribbed: screwed framing,, 12 40 257 220 203 109 170 157 103.5' D.76 1.04 1.22 f 0.85 -1A 0.18 Walerheed to WSP 7/16'1Mck 45 253 217 201 196 168 155 -103.5 0.785 1.005 1.245 1 0,55 -1,4 .O.IB Srfewsr WSP 50 249 215: 199. 193 166 1% _1033 0A1 1.00 -1.27 1 0.85 -1a 0.18 sheathing 55' 240 213 197 190 165 153 -103.5 0.83 1.11 1.29 i 0.85 -1.4 0.18 80 243' 211 198 ISO 163 152 -103,5 0,85 1.13 1,31 1 0.05 '-1.4 0.10 100 201 1 178 167 156 138 . -130 -103.5 COD 128' 1t43 fi>60- 1 10.85 4's O.iB 0.15. 236 1 214 '195 1B3- 168 151 1- -80.8 1 0.7 085 1 1.03 ND30 1 0.85 4-4 0.18 20 238 1 208 190 183 161. .147 1 ;60.6 0.7 09 1.08 1 0.85 -1.4 0.18 No:8 x 1- 2X4 wood 25 238 204 le? 183 758 145 -80.6 0.7. �O�O.! 1.12 1 0.85 ;1.4 0.185r8'longit or20ga. 30 236 200 184. 163. 155 142 -80A 07. 3 .1,10 1 0.85 .-1.a 0.1a 0.375,HD Blind steel 35 231 197 161, 179 152 140 =W6 03a 01 1.19 +. C.85 -1.4 0.18 HirdlePlank 5116 6.25 ribbed, "screwed' framing, 12 40 227. 194 170 170 150 .139 •80,6 0.76 1.04 1:22. 1 0.85 .1.4 0.18 lvafeMaAd to WSP 7/18'1h ck 45 223 192 .177 173 148 '137 wBole 0.765 1.085 1245 1 0.85 -1:4 0.15 serewsl WSP 50 220 189 175 170 147 136 ;&06 0.81 1.a9 127 1 "0.85 .1 a 0.18 sheathing 55 217 108 174 168 145 135 410,6 0.83 1.11 1.29 1 0.85 -IA 0.16 60 214 .186 173 166 144 134 -80.6 0.'65 1.13 1.31 1 0.65 -IA 0.16 100 .177 `157 148 137 122 114 -•806. . 0.99 1.26 143 ha60 1 0.85 -1.8 0.19 D-15 213 -193 175 165 160 136 -65.3 10.7 -0.86 1.03 hseo 1 0:85 144 1 0.18 20 213 IN 171- 165 145 133 -513 0,7 0.0 108" 1 0:85 -L41 0.18 2X4 wood 25 213- :184 168". 165 142 130 .55.3 0.7- 0.94 .1.12 1 0.M -1.4 0.16 518"long'it or20.ga. 30 -213 180 165 165 139 126 .65:3 1 0.7 088 1.16 1 0,85_-TA 0.18 6.375 HD Bland stool 35 203 `177 103. 101 137 126- -65.3 0.73 1.01 L19- 1 0.B5 -1.4 0.18 HardlePtank 5/16 7.25: ribbed screwed framing, 12 40 204 175 161" 158 135 125 -65.3 0.76 Ism :1:22 1 6.85 -1,4 -.88 wafeihead WWSP^ 7110'tnich 45 201 A72 159 156 134 124' -652' t1.7a5 1.095 1:245 1 0.85 -.IA 0.18 screws} 4VSP 50 190 -170 158. 153 "132 122' --85.3 0.81 1.09 DiLi 1 0,65 -IA 0.18 sheathing 55 195 169. 157 151 131 121 -85.3- .783 1;i1 t 29 1 0.85.:1.4 .0:18 BO 103 187 155. 150 130 120 653 0.85 1:13 "9.31 1 0.85 ,-1:4 0.18 100. : 160 142 133, -.124 110 -103 Q 0.99. .1.26 .1.43 n-W 1 0.05 -'1.$ 048 0.15. 203 188 171 161 146 133 _GZ3 0.7 0.85 1.03 m60 '11 0.85 -IA 0.18 20 208 183 167 .161 142 13D 42,3 0.7 0.9 1.08 '1 0.85 AA 0.16 No.6 x 1- 2X4 wood 25 208 179 1134 t6T 139 127 -62-3 0.7 -D.94 .1:12 1. DAS -1.4 0.18 W8'long x er 20 ga. 30 208 : 178 161 161 136 125- -623 0.7 0.98 I.T0 1' 0,85 .1.4 0.18 6.3751HD Bratd steel -35 20-3 173 159' 158 134 123 .62.3 0.73 1,01 1119 1 0.95 '4A 0.18 Har. ePlank 5176 '7.5 ribbed SUOtrd framing„ 12. 40 109 170 157 154 132 122 -62-3' 0.76 I.04 '.1.22 1 0.85 -IA 0,19 warerhead 1oWSP 7118'thick 455 196 165 156: 152. 130 121 -62.3 0.765 1105 1.245 1 0.0 •1-4 0.18 screws WSP 50 .103 . too 154 '150 . 129 110 -62:3 0.61, 1,00, 1;27 1 0,85 -1.4 0.18 sheathing 55 191 165' 163 148 128 110 -6Z3 0,89. 1.11' 1.29 1 0.85--1.4 0.18: 60 188 163 152: 146 127 118 _q2.A 0,65 11.13= 1.31 1 0,85 -1.4 0.18 100 1 156 138 130 121. 107 101 -623 0.99 1.26 '1.43' h>90 1 0.851-1.11) 0.18 0-16' 198 160. 104 164" 130 127. -59,9 0,7 O.B5 1.03' h:so --1 0.85.-1.4 0.18 20 198 -175 160 154 136 .124 •56.9 0.7 "0.9 1,05 1 0.65 •I,a 0.18 No.B x 1- 2X4 Wood 25 198 171 157 ' 154 133 122 -569 'D.7 .0B4 1.12 1 0 8514410,18 .SW long x or-20 go. .30 198 168 154 154` 130 119 -56.9 d7 D.DB 1,16 1 0.85 =1.4 0.18 6.375'HD. 91irid -steal 35 194 105 162" 151 128 .118. . ..-56,9 .0.73.•1A/ 1:19 1' 0.8$ .1.4 0.18 HardieFfank W16 8 screwed framing, 12 40 190 103 150 148. 126 116 -%.9 0.76 1Z4 1.22 1 0:85 -1A 'D.18 ribbed 10WSP 7l16-snick 45 187 181 149 145 125 116 -56.9 0.785 1.065 1245 1 11 -l:a 0.16 Warertizad r FJSP 50 184 159 147 143,, 123 114 -66.9 0.81 1.00'<1,27 1 0.85 •14 0.18 sheathing HIRE Iscram 182 158 148'. " 141 122 113' -550 0(33' 'I-I 1.2a 1 0,85 -ti4 0.18 180 156145 139 121 112 -56.9 0.65 7.11.31 1 . 0:149 132 124 115 102. . 96 -%S 0.99` 1:26 "1;43 iu60 1 0"85 .1.8 O.1d i 7 RONALO 1.OGAWA ASSOCIATES,INC. x 16835 ALGONOUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1615 FAX 1/I////f////rao PROJECT.,RIO-2577-15 411! OGA �. JAMES HARDIE BUILDING PRODUCTS,INC. +III • • r ,,,••� 1.888-542-7343 �l ,.•' npI� info@jarnesKardie.com . 2 l 4 � •DS 2012(GC,2014 FBC 20121BC,2014 FCC Nlowable,Ultimata Arw1rablo,Nominal ; STATE OF q Design Wind.Speed, Design"rind,Speed. ••,• (3•second Bust mph) (3-second gust mph) `O nlQ� • 1. '�iJl Applicable to methods. e 1/ 0111 h Applicable to meit*Js $ 29 l ceai ed in 2012 W. speared in Exau 1 FSC[Section 111=91I 3 01[201219C, 1609.1.1.as datermlled by 2614 FWI Sedan 120121BC,2014 Fact 76D9.1,t. Figuras 1609A.B,ar C. CotMiants used 16 Table B celsul00112 for V, Wind exposure category W Intl exposure category Sidona K, Product Fastener Buitdklg Allal.3blo Width Fastener Fastener Frame DesiGn Pri uc( finch ass Sparing H(feel) B C D 8 C D toad rirx es} (inches) Type Spacing Type [inrhes} (feel) Load Enp B Exp C F.xp 0 K„ K. GC, GC„ 0-15 1D4 176. 160 150 136 124 •54 4 0,7 0.85 1.03 xs60 1 0.89 =I a 0-18 20 194 171 156 150 133 121 •54.4 0.7 0.0 1.08 I- 0.85 -1.4 0-18 No.8xi- 2X4-t'� 25 T94 168' 153 150 130 11D -54,4 07 0.94 1,12 1 0.85 -1A Oa8 518•tong x or 20 ga. 30 194 164 151 150 127 117 -54.4 0.7 0.95 1.16 1 0.55 -14 0.18 0.375'HD Bend sleet 35 ]OD 102 149 147 125 175 544 0. 3 t.Ot 1.t8 t 0.85 -14 0-10 more ePlank 5116 8,25. ribbed screwed frambtg, 12 40 'lee 159 147 144 123 114 -54A 0,76 1.04 122 t 0.85 -.1.4' 0.18 wa(erhead to WSP 7/7$"thick 45 183 157 146 142 i22 1'13 Sa.a 0785 t065 1245 1 O.BS -t.a 4:18 scremWSP 5D 180 ,se 144 140 121 112 54.4 0.81 1.09 1Ti t 0.85 -14 0.18 - sheathing 55 178 154 143 138 119 111 -54.4 0.83 1.11 129 t V. -1:4 0.18 80 (78 153 142 138 118 110. . •54.4 0:65 TIT1.31 1 0.65 -14 Q78 100 w 129 121 113 100 94' -544 0.99 1.26 1.43 h>60 i 10,551-1.8 10.10 - -- 0-15 179 162 ' -148 139, 128 114 -46.3 0.7 D.85 1M2 nS80 1 0.05 -1.4 0.18 20 170 M58 144 139 122 112 46.3 0.7 0.9 1,08 1 Ass •t.a 0.18 No.8 x.1• 2X4 wood 25 179 154, 142 139 120 110 40.3 -0.7 0.94 tat 1 D.eS .1.4 0.19 518•Iona x or 20 ga. 30 179 151 139 139 117 108 -16,3 0.7 0,98 1.1G 1 0.85 •1,4 0.18 0.375"HD B1Ind slnet 35 175 149 137 136 115 too 46.3 0:73 1.01 1.10 t 0,85 -1.4 0.18 mar ioPlank 5/16 9.25 ribbed srrevred framing, 12 40 172 147 136 133 1 114 lulls 46.3 0.76 1.04 1.22 1 0.85 •14 0.18 watemead to WSP 7116'tNck 45 169 145 134 131 112 104 -46.3 07b5 1.065 1.245 1 0,85tl scxelvs7 WSP 50 166 143 133 129 111 103 -18.3 0.87 1.09 L27 1 0.85 sheathing 55 164 142 132 127 110 102 •46.3 0.03 1.11 129 t 0.85 BO t62 141 131 126 109 ID1 •46.3 085 1.13 1.31 1 0.856 100 134 119 112 f04- 92 87 -10,3 0.99 120 1A3 h�-80 1 0,658 0.15 176 159 _ 145, 136 123 112 -44-5 03 0.65 1.03 R<fi0 1 Us82D 176 155 141 136 120 109 •44.5 0.7 0.9 1,08 1 0.858 No.8 x 1- 2X4 woad 25 176 152 139 130 1 117 108 -44.5 0.7 0.54 1.12 1 0.65 -1 4 0,18 518•long x or 20 ga. 30 176 146 136 136 116 106 -44.5 0.7 0.98 1.16 1 0;65 •1.4 0.18 Blind steel 35 172 146 135 133 113 104 •44.5 0.73. 1.01 t.19 1 085 -1,4 0,16 HardiePtank W16 9.5 0 05edHD screwed framing, 12 40 .169 144 133 131 112 103 -44.5 0,76 1.04 1.22 1 0.65 -1A 0.16 vra(erhead to WSP 7116-thick 45 166 142 132 128 110 102 •44,5 0.785 1.065 1-45 1 0.85 .1.4 0.18 saawsr WSP 5D 163 141 130 128 109 lot -44.5 0.81 1,D0 1,27 1 0,85 -t. 0.18 sheathing 55 161 139 129 125 108 100 -44 5 0.63 1.11 1,29 1 1 0.85 -1.4 0.18 60 159 138 125' 123' 107 99 -44.5 0.65 1.13 1.31 1 0,85 •1.4 0.18 100 132 117 110 102 91 85 -44,5 0.99 1 26 t 43 m60 1 0.85 -1.8 0.18 D•15 148 134 122. 115 104 94 -31.6 0.7 0.05 1.D3 hsW 1 0:85 -1.4 0.1a 20 148 131 119 115 101 92 -31.6 0.7 D.9 1,08 1 0.85 -1.4 0.18 No,B k I. 2X4 wood 25 148 128 117 115 99 91 -31.61 0.7 0.94 1,12 1 0,85 -1.4 0.18 5J8'tong x or 20 ga. 30 148 12B 115' ' 115 97 89 .31.6 0.7 0.98 1.18 -1 0.85 •1.4 0.16 0.375'HD Blind steel 35 .145 123 113 112 95 88' -31,6 0,73 t.01 119 1' 0.85 -1.4 0.18 HardePtank 5116 12 nbbed =awed framing, 12 40 142 121 112 110 94 87 -31.6 D.76 1.D4 11 1 0.65 -14 0.18 vraferitead 10WSP 7116-thick 45 140 120 111 IDS 93 86 -31.6 0785 LDS5 1.245 1 D_85 -1.4 058 11117 WSP 50 136 119 110 107 92 as, -31.6 0,81, 1.09 1.27 1 0,85 1.4 0-18 sheathing 55 135 118 1D9 IDS 91 84 •31.6 DA3 1,11 1,29 1 O.85 -1.4 0.18 60 134 lie 108' 104 90 84 -31,0 -0.85 1,13 131 7 0.85 -1A DAB 100 111 99 92 86 76 72 .31,6 0.59 1.26 1.43 n>60 1 005 •1.8 0.10 0-15 248 225 204 192 174 158 58.7 0,7 0.85 1.03 n150 1 0.95 -1.a 0.18 20 248 21D 199 192 169 155 -88.7 07 00 1-08 1 085 -14 O.it 0.090 2X4 wood 25 248 214 196 W2 166 152 -88.7 BY 0,94 1.12 1 0,85 -tA 0.18 shank X Or 20 ga. 30 246 209 192 192 162 149. •sal 0.7 0.95 1.16 1 0.85 •1 4 0.16 0.215'HD Blind steel 35 243FiG4 188 160 147 -M.7 0.73 1.01 L79 T 085 -14 0,18 HardlePtahk 5116 5.25 nailed to framing, B 40 238 164 157 148 -8B.7 D.76 1.04 1 1 0.65 -1.4 0.18 X 1.5"long shank WSP 7116-LnitA 45 234 181 158 1" •88.7 0.765 t.065 t_245 1 0.85 -1 4 0.16 ringnail r1ai1, WSP 50 230 170 154 143 -00.7 08t t.09 127 1 0.85 •1.4 o.1asheathing 55 228 176 152 141 -88.7 0.83 1.11 1.29 1 0.85 -1.4 01660 225 174 Mill 14D -88.7 Eas. 1.13 i.31 1 085 -1,4 Dia11H1188 144 128 120 �38,7 0.55 1.26 1.43 h>60 1 0.85 -1.8 0,18 I i I 8 I ' RONALD I..OGAWA ASSOCIATES,INC. • ' 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA92849 714.292-2802 i 1 1/ �Bj6� 714-908-1815 FAX 10� f'I PROJECT:RIO.2577-15 i A JAMES HARDIE BUILDING PRODUCTS,INC. ii 1-868.542-7343 `.i infa@jamestlardie.aDm ` � � 2 2p12feC.2014FB 20r210c,2014.FBC SZA� c All- le.Ultimate Allowable,Nominal e ' Design Wind,Speed, Design Wind.SPeed, - ��'•. ��OR1QP. �` i � w �r (3.second gust mph► (3-second gust mph) AFPticab'e to methods Aypliceba to methods specified hi 12012 IBC, 3paoeed in Exceptions 1 20la FOCI Sembn i1hrougn3ot12012ISC, t6m 1.1.as detearilned t7 2014 FOCI Gec6m [201216C,2014 FOCI 160911, Flguros 1EDBA,8,ar C. Coctflclents usad tnTabtn 4 calculations for V,,, Mn-d exposure category Wind 9xFosure category siding 14 Product Fastener BOilding Akwnb Pr uCt Thickness Wd01 Fastener Faslenor Frame Sp. Gng Haight.' B C D 8 C p Deeign (inc2m) Type Spacing 7j1x ) (feet) toad (IflCk10s) 1nchD5 (PSF) Eul;B ExQ C Exp D E;a K. GCe GC„ 0-15 222 201 183 172 156 142 .70.9 0,7 US 1.03 hi80 1 0.85 -1.4 0.111 20 222 195 178 172 151 138 -70A 0.7 D.9 1.06 1 D.es -1 0.10 0.090' 2X4we0d 25 222 191 175 172 148 136 -7D.9 0.1 0.94 1,12 1 085 -1.4 0.18 Shank or20ga. 30 222 187 172 172 145 133 .70.9 07 D.98 1,t6 1 O.e5 -1.4 0.18 0.21s Hp Blind steal 35 217 1B5 170 168 143 132 .709 0.7-2 1,01 1.19 t 0185 -1.4 0.10 HardePlahk 5116 6.25 iiaifedto framing, 8 40 213 182 108 165 141 130 .70.9 0.7G 194 1.22 1 o.e5 -1:4 0.18 X 1.5'long WSP 711G thick 45 209 160 IGO 162 139 129 :0.9 0.785 1.065 L245 t D.85 AA 0-18 ring shank' WSP 50 206 178 165 160 13B 127 40.9 0.51 1,09 1.T1 1 '0.155 -1.4 0.15 na t] sheathing 65 204 17B 163 158 136 126 -7o.9 U3 1-11 1.29 1 OAS -14 Dial 60 201 174.. 162 156 135 125 -Mg 085 1,13 1.31 1 0,85 -1.4 010 10D 186' 148 139 129 114 107 -70.9, W0 1-26 143 n>60 1 095 -1.8 0,18 0-15 2132 184 167 157 142 129 =59.1 0.7 Q85 1.03 r.60 1 0:65 -1.4 D.18 20 202 17D 163 157 138 126 -5DA D7 0.9 1.08 t 0.0 -l4 0,10 0.090' 2X4 wood 25 202 175 160 157 135 124 -59.1 0.7 0.94 112 1 D.85 -1.4 0.18 shank X or 20 ga. 30 202 171 t57 157 132 122 -59.1 0.7 0.98 1.1a 1 025 .1.4 DAB D-215"HD Blind steel 35 198 168. 155 153 130 120 =59.1 D 73 tDl 1-12 1 D 85 -1.4 0.18 Ha oPlank W16 7.25 nailed to Naming, 8 40 194 166 153 150 129 119 .59.1 0.76 1.04 1.22- 1 0.85 -14 D.18 X 1.5'hang WSP 7116'tuck 45 191 164 152 148 127 1 f13 -59.1 0.785 1065 1245 t 0.85 -1.4 D.18 ring she 1k VVSP 60 188 162 150 140 128 116 -59.1 D-81 7 D9N14 1 D.aS -1.a D.1e Heal' sheathing 55 -186 161 149 144 124 115 •59.1 0.83 1.11 1 0,85 -tA 018 6o 184 159 148 142 123 115 -59.1 0.85 1,13 1 0.85 -14Dt8100 152 135 126 118 104 98 -59.1 D.99 1,26t1>50 1 085 -La 018 0-15 198 180 163 154 139 127 -56.8 0.7 0.65 ns6g ] 0.e5 -1.4 D.18 20 198 175 160 154 135 124 .588 0.7 0.9 1 0.W -iA 0.180.09T 2X4w3od 25 1So 171 157 154 133 121 -6e D7 0.94 1 0.85 -14 0-16 shank X or 20 ga. 30 198 168 154 154 130 119 -5a.6 0.T 0,99 1.16 1 0,05 AA 0,18 D.215'HD Blind steel 35 194 165 152 1 150 128 118 I -%A 073 1.01 1. 00 t 0.65 -1.4 0.18 Hara,.Plank 5116 7.5 hailed to framing, 8 40 190 163 150 147 126 118 56.8 0.7a 1.D4 1.22 1 0.85 -1.4 0,18 X 1.5-hang WSP 7116'thick 45 187 161 149 145 124 115 -56.0 0.785 I,D65 1,245 1 0.65 -1.4 0118 ring shrank WSP 50 184 159 147 143 123 114 -55.8 Dal 1.09 127 1 0.85 -14 0.18 nail' sheaflting 55 182 157 146 141_ 122 112 -588 D83 1.11 129 t 0.65 .1.4 0.16 60 180" 156 145 139 121 112 -56.8 D.85 1,13 1:31 1 085 -14 0.18 100 149 122 124 115 102 96 -56.8 D.9g 1,26 1 IAA In>60 t 0.85 -1.0 D-10 0-15 191 173 1 157 148 134 122 -5Z5 0.7 055 1 103 W60 1 0,85 -1.4 0:18 20 191 968 154 148 130 119 -52.5 6.7 0.9 103 1 0.85 -1.4 0.16 0.09W 2X4 t'� 25 191 165 151 148 128 117 -52.6 0.7 0.94 1 12 1 0,as -t 4 0:18 shank X or 20 ga, 30 101 161 148 148 125 Its -52-5 0.7 0.93 1.16 1 0.65 -1.4 0.16 0.215"HD Blind steel 35 187 159 146 145 123 113 -5215 073 1.01 1.19 1 0.85 -1A 0.18 Har�ePlank 5116 8 1 natedto baling, 8 40 1B3 156 144 142 121 112 -52.5 0.76 1.04 122 1 065 -1.4 0.16 )C 1.5'long WSP 7116'(Mick 45 180 155 143 140 120 111 -52 5 0.785 1.065 1.245 1 0.85 -1.4 0.18 ling shank WSP 50 177 153 142 137 118 110 •52.5 0.01 1.09 127 1 D.85 -1,4 0.18 nail sheathing 55 175 151 141 136 117 109 .52.5 0,all 1.11 1.29 ] D.d5 -14 0.18 60 173 ISO 139 134 116 108 -52.5 025 1.13 1.31 1 0.65 -1.4 0.18 100 143 127 119 ill g8 92 -52.5 0.59 1.26 1 a3 n>6a 1 0,85 -1.a 0.18 0-15 187 170 154 145 132 12C -50.7 0.7 0.85 1,03 t1--a 1 0,65 -14 0.19 20 187 165 151 145 128 117 -50.7 0.7 0-0I 1 0.85 -1.4 0.1e 0.090' 2X4 wood 25 187 162 149 145 125 115 -50.7 D.7 0,94 1 0as -1.4 0,16 snankX or20ga. 30 187 158 146 145 123 113 -50.7 0.7 D98 1 0-65 -1.4 0.1E 0215'HD Blind steal 35 183 156 144 142 121 11"1 -50.7 D-73 1.01 1 0.55 -14 Me HefdiePlank. V16 8.25 nailed to framing, 8 40 180 154 142 139. 119 Ila -50.7 0.76 1.04 1 0.85 -14 0.18 ri 1 S'long WSP 7116'Wck 45 177 152 140 137 118 109 50,7 0.765 1.065 1 0.85 -14 0.18 ring Shank WSP 50' 174• 150 138 135 116 108 50.7 0-Bt 1.69 1 O,as nal' sheathing 55 172 149 .133 133 115 107 -507 0.83 1.11 1 D.as -t.a D.1e 60 170 147 137 132 114 106 -507 0,65 IA3 1.31 1 0.85 -14 OAD 100 141 125 117 109 07 91 -50.7 0.99 1.26 1.43 111160 1 O.BS -t,8 0.18 B RONALD 1.OGAWA ASSOCIATES,INC. ` 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-906-1816 FAX PROJECT:ftI0-257-r-15 �lo���' JAME$HARDIEBUILDING PRODUCTS,INC. 1:888-542-7343 �`tl�o�. p.. . Info@iameshardie.com �1 G a 26ra:lecr2ola'FEE- zar2rse,zor4i=Bc 0. AlMiable,Ultimate- Allowable,Nominal Design Wnd,Speed. Design Wind.Speed, . (3-second gust'mph) (3-second gust mph) 0 PR4 Appur o to methods A&a.{'i8bla to f'4rWS" ��/�`(1,•••• •••' specified in I2012 Inc. spc 2Did FBCI Soaon c4ed in Exceptions 1 f t605.t.1.as"Icnr4m by thfougn30-12012in, /ri 'lo" J201218C.2014 FBCI 2014.FBCISBcdon Figures t)%A.B,or C. 1609.1.E Coefftclents used in Table a calculation for V 1 Kind exposure category Wind exposure cal S JIng k, Product Fastener Building Alawable Width Fastener Fastener Frame Design PtoltluCl Thickness (�s) Type Spacing Type trots H(feet) B C D B C 1) t cae (PSF) Exp a Exp C Exp 0 FC„ GC, GC, 0.15 175- 159 144 136 123 112 -44.3 0.7 0.55 1.03 h:;60 1 0:65 -1,41 R18 20 175 155 141 130 120 109 -442 0,7 0.9 1,041 1 0.85 -1.41 0.18 0.�10 2X4 Wood 25 175• 151 139 138 117 107 -A.3 07 0,94 1.12 1 065 44 0.16 ShZor 20 ga. 30 175 148 138 136 115 105 -44.3 0.7 US 1-1151 0,85 -14 0.18 0-22 S`H1 HD Blind Steel 35 172' 146 134 133 113, 104 -4.1.3 0.73 1.01 1,19 1 0,85 -1.4 0.18 HardiePiank, 5115 0.25 rang nailed to framing, 8 40 168, 144 133 130' 111 103 -443 0.76 1.04 122 1 0.85 -114 0.18 z r:5^ M9 shank WSP 7116-thick 45 165, 142 131 128 110 102 -44,3 0.785 1.C35 I. 45 1 0,65 .1.4 GAS nan} WSP 50 183 140 130 128 109 101 -4d,3 0.81. 1,09 1.27 1 O.b5 .1.4 0.18 sheathing 55 161 130 129 125 108 100 --ta 3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 S59 138. 126 123 107 99 -44.3 US 1,13 1.31 t 10.85 -7.41 0.18 _ 1130 1 132. 117 110 102" 90 85 r 4.3 4E9 1.28 1.43 h,60 1 10.55 -1-8 1 0,18 OL15 173 157 142 134 121 110 -73.0 0;7 0.85 1.03 hA0 1 0.35 •7 a I o 1B 20 173 152 139 134 17 B 108 73 0 0.7 0.9 110E 1 0.05 La 0.18 D 09D• 2X4 wood 25 173 149 138 934 115 106 -13.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 ehank'X ar 2O-ga. 30 173 140 134 134 113 104 -43 0 0.7 0 S8 1.16 1 0.05 -1.4 0-18 0.216•HD Blind steel 35 109 144 132 131 111 103. -43.0 0.73 1,01 1.19 1 0.1, -1.4 OAS HardiePlank" 5116 95 nailed to framing, 8 40 166 142 131 123 t10 101 -43.0 0.70 1.04 1?2 1 0.86 -1.4 0.18 X rinring g shaankk n WSP 7116-thick 45 163 140 129 126 Ina 1t10 -43,0 0,785 M0o5 1,245 1 0.85 -1.4 0-18 s WSP nail' 50 160 138 128 124 107 .99 -43.0 0,81 7.09 t 27 1 0.65 -tA D.18 sheathing 55 158 137 127 123 106 98 -43.0 0.83 1.11 f.26 t 0.65 -1 a 0.18 60 157 136 126 121 105 98' 43,0 D.BS 1.13 1.31 t 0.85 -1,4 0.18 100 130 115 Ica .100 89 84 -43.0 0.09 1.25 IA3 jh>So 1 0.05 -1,9i 0.18 0.15 151 137 125 117 106 97 -33.0 D.7 0.55 -103 MED 1 0.55 -1.4 0,1B 20 151 133 122 117 103 94 •33.0 0.7 0.9 1.69 1 0,85 .1.4 0.18 0.090- 2X4 wool 25 151 130 119 117 101 - 93 -33.0 0.7 0.94 1.12 1 US AA 0.18 shank X Or 20 go. 30 151 128 117 117 99 91 -33.0 0.7 .0.88 7.16 t 6:85 -1.4 0.18 0215'HO Blind sloe) 35 148 126 115- 115 97 -90 -33-0 0,73 1.01 1,10 1 0.65 ".14 �0,18 HardiePlank 5116 12' nailed to framing, B 40 145 124 114 IA 96 89 -33.0 0.76 1.04 1,22 1 0.85 -1.s 0.18 fi 1.S long ring shank WSP 7/161 thick 45 143 123 113 111 95 88- -33.0 0.785 Loss 7.245 1 0,85 -7.4 OAS neA' WSP 50 141 121 112 109 94 87 -33.0 0.81 1,09 1.27 1 0.65 AAI 0.18 Sheathing 55 139 120 111 108 93 06 ti13.0 0.63 1.11 1.29 7 0.85 -t.d O.t6 60 137 119 110 106 92 Be -33.0 0.85 1,13 1.31 1 A:85 -1.4 0.18 100 1.14 101 94 88 78 73 -33.0 0.99 126 1 1.43 0>60 1 0.85 -1,8 0.18 0-15 283 257 233 219 199 1 1B1 1 -115.8 0,7 0.85 1,03 bs80 1. 0,85 -14 0.19 20 283 250- 228 219 193 1 1Ti 1 -115.8 03 0.9 1.08 1 0:85 AA 0.18 I( 7in 2X4 vmOd 2S 263 Z44 224 Zr9 189 173 .115.8 0.7 O.g4 1.12 1 0,85 -1A 0.18 or 20"ga. 30 263 239 220 219 185 170 115.8 07 0.98 1,16 1 0.85 -14 0,18 0.216'HD Blind steel 35 2T7_ 236 217 215 183 108 -115.8 0.73 1.01 1,18 1 0.85 -1.4 0,10 HardiePiank SOS 5.25 nailed to framing. 6 40 272 232 215 211 1BO 1W -115,8 0.76 1.04 122 1 0.05 -1,d 0.18 X t.5'tong ling shank WSP 7lI6'thick 45 -267 230 212 207 17B 164 -115.8 0385 t.C95 1 245 t 0.115 -1.4 0.18 nail WSP `-� 203 227 210 204 176 163 -115.8 0.81 749 1,27 .1 .0.85 -14 D16 sheathing Pis 260' 225 209 201 174 162 -115.8 8.53 1.11 129 t 0.83 -1.4 0.18 60 257 223 207 199 .173 160 -115.11 0.85 1,13 1,31 i 0.66 -1.4 D.16 100 213 ISO 177 165 146 137 -115.8 D.99 1.28 1.43 w60 t 085 -1.6 0.18 0.15 253 230 209 1 195 178 162 1 -92,6 0.7 0.a5 1.03 hf50 1 OA5 -1.4 0.18 20 253 223 2D4 IDS 173 158 1 .92.6 0.7 0A 1.09 1 025 -1A 0.18 0.090• 2X4 wood 25 253 219 20D 196 169 155, -92.6- 0.7 094 1.12 1 0,85 -1c 0.16 shank or 209a, 30 253. 214 107 100 168 f52 -92.6 0.7 0,96 1,IS 1 0.85 -1..4 0.18 0.215"HD Blind steel 35 248 211 194 102 163 ISO -02.6 033 1.01 1.19 1 0.95 -1,4 0.18 Hari X 1.5"oplank 5116 6.25 long natledIn framing, B 40 243 208 192 f86 161 149 -92.6 0.76 1 1.04 1.2- 1 a.Z 44 0.16 ring shank WSP 7116'thick 45 239 206 190 IBS 159 147 -926 0.785 1.055 1245 1 O.QS -14 0,18 nail r WSP 50 235 203 168 162 157 146 -92,0 .0.81 1.09' 1.21 1 085 -14' 0.78 sheathng 55 233 201 187 180 156 145 -92.8 0.83 1.11 129 1 0.05 -1.4 0,18 60 230 199 165 178 154 143 1 -92.6 0.85 1,13, 1.31 1 0.B5 -14 018 700 11�0 169 158 147 r31 123 926 0.89 7245 i t3 h>SD 1 D,BS a.8 0.78 I t0 RONALD I.OGAWA ASSOCIATES,INC. • ' 1B835 ALGONQUIN'STREET#443 ' HU14TINGTON BEACH,CA 92649 714-292.2602 714-SMI818 FAX PROJECT:RIO-257r-15 p,lolri�i��s� JAMES HARDIE B(ALDING.PRODUCTS,INC- 1�♦1 �±A ! W,4 1•$$6-542.7343 `01 �•� Info@jameshardte,corn +!� �,,••®a M. _ a 2012 f8 ,.2i1i4 F8C 2012lSC.Z014 21 'FBC i > Alloviable-ulliniele Allowable,Nominal v ; Design Wlno,Speed, Desip Wind,Speed, ti Vw'- Vim" ,fl�'•.• STAf E OF (3-5e ond'gust mph) (3-second gust Mph) APPIIu1ble to methods jPP!ir4wi0 RO,ma hods. ••. {t '' [�rly1 L JJJ sper:lfled In 12012,IBC. spec ted''o excep.=s 1 ��s '''''•1 2014 FBCI Section through 3 01(2012 IBC, !, .S'0 A L tE�.1,1,as determined by 2014Iim Section its 120121SC,2014FBC] ��✓sJlPI��F Figuru.1809.4,B,or C. 849.t.t. Coofnckmts used In Table B ealcuWtt0n1 for V, Wind eta re category Wir18 eirposm category Sio419 K, Product Fastener Building Afl�nte Width_ FBstenar Fastener Frame S aWn Design Prim Thkkness (inches) Type Spacaig Type P 9 Height" B C U B C D 1osa (inches) (inches) (fot i) (PSF] FxP B t-_xp CL D K-, ICE I GC.LJ 0-16 231 210- 191 17g 163 148 77.2 ,: a.7` 0.85 1.03 h:BD 1 0.85 -L4 9:18 20 231 204 f S8 179 15B 144 -77.2 0.7 0.9 1.08 1 0.85 -1.4 0.16 0.090• 2X4 wood 25 231 200 183 179 155 142 -77.2 0.7 0.94 1.12 1 015 •1.4 0.10 shank X or 20 ga. 30 231 195 180 179 151 139 T7.2 0 7 0.98 1.16 1 a85 -1.4 0.18 0215"HD Blind steel 35 226 192 177 175 iG9 137 -77,2' 0.73 tot 1.19, 1 0,65 -1.4 0.18 HardieFlank 5116 7.25 nailedio framing, 6 40 222 190 176 172 147 136_ 77.2 0.76 1.04 1.22 t 0.85 -1.4 0.18 X g s tank WSP 7f18'truck 45 218 167 173 169 145 134 •77.2 0.T85 1,Do5 1245 1 0.85 -1.4 0.18 ring shank WSP 50 215 185 1 172 166 144 133 -77.2 0,81 1 1.C9 1.27 t 0.85 •1.4 018 na4 r sheathing 55 212 184 1 170 164 142 132 i i,2 0.83 1 111 120 t 0.65 -1.4 0.18 60 210 182 1 169 163 141 131 77.2 0.85 1.13 1.31 t D.85 -1 4 0.10 100 1 174. 154 1 145 .135 119 112 -772 0.99 1,28 1.43 ru60 1 0.85 -1.6 0.18 0-15 227 '206 137 175 159 145 -74,1 0.7 085 1.03, r>W I D.85 1.4 D.18 20 227 200 182 175 165 141 %4.1 07 0.9 1.08 1 0.85 -1.4 0.18 0.090 2514 wood. 25 227 195 179 175 161 139 -74.1 0.7 0.04 1.12 1 D.85 0.4 018 shank X or 20.ga. 30 227 191 176 175 148 13fi 74.1 0.7 0.06 1,16 t 0.85 -1.4 0.10 0.216"Hf3, Blind steel 35 222 '189 174 172 146 135 -74,1 D.73 1.01 1-19 1 0,65 -1-4 US Flard'+ePLtilk 5116, 7.5 palled to framing, 6 40 217 168 172 168 244 133 -74.1 '0.76 104 1-22 1 0.85 .1.4 D.18 X 1.5°ID19 WSP 711W thick 45 214 184 170 166 142 132 74.7 0.785 1.D55 1245 1 0.65 •La 0.18 ring shank WSP 50 211 182 168 183 141 130 -74.1 D.ei 1,09 1.27 1 D85 -1s o.te nail sheathing 55 2a6' 180 1 167 161 1 139 129 74,1 D:e3 1.11 1.29 1 0.85 -1.a 0.18 60 206 178 166 159 138 in -74:1 D 85 1.13 114 1 0.85 -T a 0,18 IDO 170 151- 142 132 '117 110 -74.1 0.99 1.2a 143 ra60 1 0.85 -1.8 0,18 0 15 218 198 180 169 153 139 -sas a7 D.85 1.03 n^0 t 0.85 -1 t. 0 18 20 218 192 176 IN 140 136 E8 6 0.7 0 9 1�09 1 D.95 -14 .0.1 e 0.D90• 2X4 wood 25 218 186 172 159 146 133 -08.0 0.7 D.94 1.12 t 0.85 -t4 0.18 shankX, or.20go. 30 218 184 16D 169 143 131 -68.6 0.7 D.98 1.16 1 D.85 -1.4 0.18 0.2IS'HD Blind' steel 35 _13 101 167 165 141 130 -89.6 0.73 1.01 1.10 1 0.85 -14 O,le HardiePlank 5116 8 nailed to framing, 6 40 20 1119 165 162 139 128 -sae 0.76 1.04 122 1 0.85 •1.4 0.is ri L5°long WSP 7116•ttuck 45 206 177 163 159 137 127 -6B.6 0.765 7,065 1245, 1 0.65 -1.4 0,18 ring shank WSP 5o 203 175 162 157 135 125 -68,6 0.81 1.09 1 27 1 0.65 -IA 0.16 nail sheathing 55 200 173 161 155 134 124 -68.6 D.63 L11 120 1 0,65 -1 a Ms 60 198 172 1 159 153 133 123 -65.6 0.65 1,13 1.31 t 0.85 -i S 2.iB 100 194 145 1 135 127 112 106 -68.6 D:9 1.2e 1-43 h>6D 1 1 0.85 •1.0 0.10 D-15 214 194 176 166 150 137 -66,0 0.7 0.63 1.03 h--'b0 1 0.85 -1.4 01$ 20 214 189 172 166. 146 133 -660 0.7 0.9 1.08 1 0,85 -t4 0.19 0.090' 2X4 WOod 25 214 184 169 166 143 131 -",a 0.7 0.94 1.12 1 065 -1.4 018 shank or20•gu. 30 214 181 166 166, 140 129 -66.0 07 0.98 116 1 40.B5 -1.4 0.10 0.215"HD Blind sloe. 35 209' 178 164 152 138 127 .66.0 0.73 1.01 1.19 1 0.85 -t.a 018 HrrrdiePlok Silo 8.25 nailed to framing, 6 40 205 176 162 159 136 125 -66.0 0,78 1.04 1.22 1 0.85 -1,4 0,18 X 1,5"long WSP 7116'thick 45 202 173 1tt0 156 134 124, -e6.0 0.785 1.0"05 1.245 1 0.65 -1.4 0.16 ring shank 'WSP 50 199 171 169 154 .133 123 -66.0 0.61 1.09 12t 1 0,a5 -14 0:18 nail' sheathing 56 196 170 157 152 132 122 -66.0 0.83 1AI 1.29 t D.85 -i:4 0.16 60 194 lea 155 150 130 121 -66.0 0.05 1:19- 1.31 1 D.85 -t4 0,18 100 161 142 134 124 110 104 -66.0 0,98 126 1.43 h>6o. 1 a85 -1,5 0,18 0.18 200 182 155 155 141 128 -57.9 0.7 0.65 iO3 nsdo 1 0.85 -1.4 018 20 200 177 161 155 137 125 .57,0 0.7 0.9 t.D6 1 0:85 •1.4 0.16 0.090• 2X4vwod 2S 200- 173 158 155 134 123 -57,9 OJ 0.94 1.12 1 D,85 -1.4 0.18 shankX cr209a. 30 .200 189 15B 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -IA 0.18 0.2151 HD Blind steel 35 196 167 154 152 129 11D -5T.9 0.73 1,01 1.18 t 0.05 -14 018 HardioPlank 5116 9.25 rlallcd t0 rrartling, 6 40 192 164 152 149 127 117 -57.9 0.76 1.D4 1.22 1 0.85 -1.4 D.te ring shank WSP 7AG'tNck 45 189 162 150 146 126 ills -579 0.785 1.035 1345 1 0:85 -t4 0.10 ring shank WSP 50 Jae 160 149. 144 124 115. -57.9 0,81 1,00 127 1 0.85 -1.4 0.19 nail' sheathing 55 184 169 148 142 123 114 -57.9 D:63 1.11 1.29 1 0165 -1.4 0.18 60 182 158 146 141 122 113 5T.9 0.65 1.13 1.31 1 0.85 -1.4 0.16 10J 150 133 125 117 1D3 97 -57:9 0.99 I" t.43 n>e0 1 0.85 =.8, 0.18 11 f I AQNALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONOUIN STREET4r4e3 HUNTINGTON BEACH,:CA 92849 714-292-2502 714=908-1815 FAX PROJECT:RIO-2577-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1.-888-5424343 info�Jameshardia.com 2012IBC,2014 FB 201216G.'2014 FSC Pdow.able.Ultimate ROVabW Nominal Design Wind,Speed; Design Watd,Speed. 1 s Vv,. vorS i 3-second gust mph) (3-second gust mph) Ap�iaetlle to.m4lrfid9 ppptirab 2014 J`M sw4an , 19 to MOMS W,,spad in ti0121eC, specified in ExcepSons 1 1hmuied n 2D121BC, 15W1.1:a5.defemlin&a oy 2014 fr,BCj Srr3ion [20121ec.2014FeC)_ f80�.1.1 Figures IW9A B.or C. Coolneients used In Table 6 calculntiorm WV,a Wind exposure category Wind 0 osura.catogory &4;ng, K, Product Fastener Building Allowable .Width Fastener Fastener Frame ,- DasiQn P ct Ttsckness (inches) Type Spacing Type SPadng Neight'- B C D B C D Lead Qnches) (irbes) (feet) (PSF) Exy9 FxpC E.mD Kn -K Gw GCF Width GA15 197. 179, 163 1 153 139 126 •582 0.7 0.85, 1.03 1t564 1 -0.85 ,44 0-18 20 197- .174 159 1 153 135 123- -50.2 0.7 0.9 1.08. 1 0.85 AA :0.18 0 2X4wood 25 197 171) 158 1 153 132 121 -56.2 0.7 0.94 1,12' t 0.85 -c4 ale shank or20-ga. 30 197 1 187 153 IST 129 119 56.2 07 0.98 1,16 t 0.85 •1.4 046 Oi215"HD Blind steel 35 193 1 184 151 150 127 117, '-58.2 0.73 1.01 1.19 1 U5 -1.4 DAB HardePlenk 5/i6.' 9i5 nailed to forming, 8: 49 189 102 149 ' 147` 125 . 1 t6 56;2 0,76 1.04 1:22 / 0.85 -1.4 CAB X 1.5"long WSP 7/18'thick 45 1$6 760 148 144 124 115 56.2 12185 1585 1.245 1 0.95 -.1:4 0118 ripgshank WSP 50 183 1s8 148 142 122 113 -56.2 0,81 1.09 127 1 0.85 -1.4 C18 n8B' sheathing 55 181 157 -145 140 121. 113 E6.2 0.83. 1.11 1.29 1 0.85 -1.4 0.18 BO 179 155 144 139 120 112 -562 0.85 1A3 1.31 1 0.@5 •1.4 0,18 III t00 148' 131' 123 1:i5' 102- 95 -56.2 0.99' 1,26 1:43 h�60 t us -Le 0.18 0:15 173 167 142 13A" 121' 110 =A3.1 O:r 0.85 1;03 h560 1 0.85 -1:4 0.18 20 173 152 139 134 118: 1D8>. •43.1 0.7 0.9 1.08 1 0,85. -1.4 0,18 obw 2X4wood 25 173 149 137 134 115 1D6- 43.1 0.7 0,S4 1.12 1 0.85 -1.4 '018 shankX or20'ga. 30 173 146 134 134 113 104 . -43,11 0.7 0,08 1.16 1 0.a5 -1-4 eta 0_2 IS.HD Blind .steel 35. 169 144. 132 131 1.11+ 103: 43.1 0.73 1.01 1.19 1 0.85 -1.4 0.10 HardiePlank 5It5 121. nailed to Bathing, 8 40' 166 142. '131 -128 110 101' -43.1 `0.76 1,04 122 1 0.85 -1.4 0.18 ft shank WSP 7/18'thick 45 183 140 130 128 103 100 . .43.1 0.785 1.065 1.245 .1 .0.85 -1.4 0.18 rngshank WSP 50 lei 138 i28 1M 107 99 -44tC,63 1.09. 127 1 465 -1,4 OAS nailr sheathing 55 159 137 t27 123 116 99 1.11 129 1 085 -1:40.t860 15T 136 126 121i05 B8 •41".13 1,31 1 0-.BS -1.4 0.1808 tat 89 84 -41,2d 1.43 h>80 / 0.85 •1.B 'Oita 1.Building height=mean roof height_(in feet)of a building;except Ihateave height shall be used for roof angle 0 less.than;or equal to 101(2-12 roof slope). 2.,Lin6ar interpolation of butldutg height,(5 60 tt)and Wind speed is pormided. 3,V '-the ultiMate design wind speed(3-second gust mph)as determined by(2612)13C,2014 FBCj Figwes 1609A,15098,a 1809C;ASCE 7-70 F gores 28.5 tA,25.5-1e,or 26.5-1C. 4.V2=the nominal dasign.wind speed ap Ic bITo to methods specified In EX eptions t 111rough3 0f j2U1218C,2614.FBC)Section 1609.1.1. 5.The wind speco in[2612`IBC.20t4 FBCI Figures 1609A.150.9E and 1609C are:ullimate design wind,speeds.,V,q,and shell be converted in accordance With 12012,IBC,2014 FBCj Section 1609.3.1 to nominal design wind speeds.Vm j.when the provislons"of the standards referenced in[2012 IBC:2014 FBCj Section 1609.1.1.Exceptions 1 t vmmh 3 are,used. 6.VJmd speed.dosgtn assumptions per Analytical Molhod-in ASCE 7-10 Chapter 3D C&C Part 1 and Part 3:K,=I,K,--q.?6,GCo-1..4(N:00),GCG 1.8(n-60);G_Co=0.18; 7,Fastener tength shah be sufficient o penetrate backside of the WSP sheathing by at least 114"far nails or3 full!heads laf screws. ! LIM TATIONS-OF USE: 1)In High Velocity Hurricane Zones(HVHZ)install per Nami-Dade County Florida,NOA 15-0122.(A. All N •., � 4 PLO"..0, 12' I Plank IA I®° Lap 9 Sidin JamesHar�die � ® —I EFFECTIVE MAY 2016 NN WINSTALLAISN Rif)UIREMENTS-PRIMED&COLORPLUSO PRODUCTS Visit www.hardieinstallation.com for the most recent version. LECT CEDARMILL®•SMOOTH •CUSTOM COLONIALU'SMOOTH•CUSTOM COLONIAL'"ROUGHSAWN o CUSTOM BEADED CEDARMILL®•CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK IM8,;— 0 FAOJ IE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WffH APPLICABLE BUILDING CODES AND JAMES HARDIE WRIITTEN AF ICAT�I,W IUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE III �",ODU(431Jtf0( NARRANTI!BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIQONET°°PRODUCT INSTRUCTIONS. 2NST,"11' OF HZ10®PRODUCTS OUTSIDE AN HZ10G)LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIQONET`'' {'-+ APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDfE) STORPEhFANDLING: m CUTTING INSTRUCTIONS Store Flat �d and covered prior OUTDOORS INDOORS to installM.Installi g siding wet or 1.Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). result in shrinkage at butt and others in working area. 2.Position cutting station in well-ventilated area joints.Car larks on edge. Protect 2.Use one of the following methods: 1 Carry P 9 • a.Best i.Score and snap edges and corners from breakage.James iL Shears(manual,electric or pneumatic) -NEVER use apower saw indoors Hardie is not responsible for damage b.Better. I.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the Hardie8lade saw blade trademark caused by improper storage and handling HardieBlade•saw blade and HEPA vacuum extraction .NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. c.Good: I.Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) Important Note:For maximum protection ilowest respirable dust production),James Hardie recommends always using'Besr-svel cutting methods where feasible NIOSH-approved respirators can be used.in conjunction with.above:cutting practices to further.reduce dust exposures.Additional exposure information is.available 9 atwww.jameshardte.com to help you determine the most appropriate cutting method foryourjob requirements.If concern still exists about exposure levels or you do rat comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. -- SDosnos GENERAL REQUIREMENTS: • HardiePlanko lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in.D.C.or directly to minimum 7/16 in.thick OSB sheathing.See general fastening requirements.Irregularities in framing and sheathing can mirror through the finished application. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.jamehardle.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap?Weather Barrier,a non-woven non-perforated housewrap,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed, • Adjacent finished grade must slope away from the building in accordance with local building codes- • typically a minimum of 6 in.in the first 10 ft.. Figure 1 Double t on ConstructionWall Do not use HardiePlank lap siding in fascia or trim applications. • Do not install James Hardie products,such that they may remain in contact with standing water. water-resistive barrier let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 in.o.c.max. • For larger projects,including commercial and multi-family projects,where the span of the OSB sheathing wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie"Siding Products"at www.JamesHardie.com. • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. 3. INSTALLATION: JOINTTREATMENT One or more of the followingjoint treatment options Figure 2 Nail is not nail 1 P g line is not. Iare required by code(as referenced 20091RC stud present place R703.10.2) fastener A.Joint Flashing(James Hardie recommended) between 3/4 ° orate" in.&1"from B.Caulking*(Caulking is not recommended 3resistive top of plank) for ColorPlus for aesthetic reasons as the barner Ned9 ofplank Caulking and ColorPlus will weather °°joint o O o water-resistive differently.For the same reason, flashing °o o barner do not caulk nail heads on °o °o ° I HardieZone'" °° ° o o° fastener ColorPlus products.) Hardie PIan k'siding C."H" jointer cover o°° o o° Install a 1 1/4 in.starter strip to install planks in °°° o o ensure a consistent plank angle moderate contact at butt joints leave appropriate gap between planks and trim,then caulk.— Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. *Refer to Caulking section in these instructions. For additional information on HardieWrap"Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie"products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieBladea saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others In the immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-B00-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. ®� HS11119-P1/4 05/16 i I i i CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding uired -Fashing 6code x4in. Min.1/4 in ' f not caulk' in. 1 in.-2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry -Flashing -� �Z''Flashmg� Z Fla hing b r`' Z-FI shing Min 1' in. r Mr1 1/a m .. Min:1h in.,_ inVim. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension Recommended in HZ10 �r Z-Fla y;- Min 1/4 i D caulk FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlanka lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed comers may be done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails.-Wood Framing •Siding nail(0.09 in.shank x 0.221 in,HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0,09 in.shank x 0.221 In.HD x 2 in.long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long x 0,375 in.HD)Screws •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 In,long x must penetrate 3 threads into metal framing. 0.323 in,HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast'nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in. •ET&F pin or equivalent(010 in.shank x 0.25 in.HD x 1-1/2 in,long) long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7116 in. •Siding nail(0.09 in.shank x 0.221 In,HD x 1-1/2 In.long)* •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.75 in.long) 24 In. •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in,long x 0.375 In.HD). stud ��O.C.max. Stud 24' O.C.max Figure 15 Figure 16 t 1/4 in.min. overlap Minimum overlap �4—�-- —��o— j for Both Face i 1 I Nail Line/ and Blind Nailing > 314 in:1 i9. _ l� Blind Nail I I p face nail min.1 1/4 in. I 1 overlap } water-resistive Water Resistive barrier 1/4" 4dap in. Barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus®products. When face nailing to OSB,planks must be no greater than 91/4 in,wide and fasteners must be 12 in.o.c.or less, ! —Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17-Fastening Tips for HardiePlarle Lap Siding. HS11119-P2/4 05116 I I GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel, James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanized nails. fastener is driven snug with the surface of the siding.A flush mount James Hardie is not responsible for the corrosion resistance of fasteners, attachment on the pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hardie® depth the nail is driven.If setting the nail depth proves difficult,choose a products near the ocean,large bodies of water,or in very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not apply for installation to steel framing). Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products.Fasteners used to attach � countersunk, HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush fill&add nail DO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. PAINTING • NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie® Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services if you are unsure of applicable compliance documentation. product and 90 days for unprimed.100%acrylic topcoats are recommended, • Drive fasteners perpendicular to siding and framing. Do not paint when wet,For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space),(fig.A) specifications.Back-rolling is recommended if the siding is sprayed. • Do not over-drive nail heads or drive nails at an angle. CUT EDGE TREATMENT • If nail is countersunk,fill nail hole and add a nail.(fig.B) • For wood framing;under driven nails should be hit flush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(For steel framing,remove and replace nail). required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not available, Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James Hardie@ ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus•Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlanka lap siding with ColorPlus Technology. •Laminate sheet must be removed immediately after Installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus•product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew •Repriming is normally not necessary •100%acrylic topcoats are recommended •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section HS11119-P3/4 05/16 I 1®D I COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft,planks,does not Include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK®LAP SIDING WIDTH SQ 51/4 61/4 7114 7112 8 81/4 91/4 91/2 12 It So=100 sq.fL) (exposure) 4 5 6 6114 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION:In accordance with IMES Evaluation Report ESR-2290,HardiePlank@ lap siding is recognized as a suitable alternate to that specified in:the 2006,2009,&2012International Residential Code for One- and Two-Family Dwellings,and the 2006,2009,&2012International Building Code,.HardiePlank lap siding is also recognized for application in the following:City of LosAngeles Research Report No.24862,State of Florida listing FLN889,Dade County,Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and California OSA PA-019.These documents should also be consulted for additional information concerning the suitability ofthis product for specific applications. ©2016 James Hardie Building Products.NI rights reserved. Additional Installation Information, TM,SM,and®denote trademarks or registered trademarks of ®James Hardie Technology Limited.U]is a registered trademark Warranties,and Warnings are available at Jame�+�Hard'Q of James Hardie Technology Limited. www.jameshardie.com Panelfast is a registered trademark of ET&F Fastening Systems,Inc. HS11119-P4/4 05/16 I - i v �i ,f e u's ham+ 'a4' an r' - -'�„ 4 e ® ;w t r „ v� 0