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0 1 OFFICE USE ONLY: DATE FILED: PLAN REVIEW FEE: CONCURRENCY FEE: � J-0 1 PERMIT NUMBER: RECEIPTO. RECEIPT NO.: � j CERT. CAP. NO.: �zzol�� ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue e j _ M Ft. Pierce, FL 34982-5652 Cq��� 772462-1553 St LU egY cre APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS:i� J GO 2. 3. 4. 5. 9. 10. PROJECT NAME: SITE PLAN NAME: PROPERTY TAX ID #: *3 4D D _6, 09 (D D 4576 — COO 9 LEGAL DESCRIPTION (attach extra sheets if necessary)'T'r�� ,,p r\. \ , U`i �j \ �r✓Y. cy\ lro -T I PLAT BOOK 6. PAGE NO. PARCEL SIZE (ACRES/SQ FT.): 7. BLOCK NO. 8. LOT NO. LOT DIMENSIONS: A OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 11. SETBACKS (ACTUAL) FRONT: —T BACK: RIGHT SIDE: _ LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. 14. 16. DESCRIPTION OF PROPOSED USE: SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: $ Q 3 Do . 0(j The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 BI UPDATED 6/25/09 q NFWINFORMATION NAME: 1 0 () % S P, (--)a- M o-rt' ADDRESS: `f500 4 Sc ,n SCA- Pc� i On CITY:Y p1GrC-C� STATE: ZIP: 3U Z PHONE (DAYTIME): C� �G(o —I o Email: %� d d tl 1 �i s a ��� . 0 IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (� CONTRACTOR INFORMATION ST. of FL REG.CERT #: BUSINESS NAME: l QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): ___) ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: FAX NO. STATE: STATE: STATE: ST. LUCIE COUNTY CERT #: Email: ZIP: ZIP: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OR CONTRACTOR SIGNATURE STATE OF FLO COUNTY OF 'W The foregoing instrument was acknowledged before me this day of Vp 201 lr by \ c I l who Gonally k own or has produced as identifidation. Signature- „ v ANGELA M. HUFF Commissi = 1 *= MY comwaslON # EE 1) . Apol 12.2 'dytt , Bonded Thru Not'ary Public Underwriters CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument y(as acknowledged before me this day of by who is nersonalYv known of Notary No. , 20 , or has produced as identification. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE le 40 MAP NO. I l� ZONING LAND USE ( A \ LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORM WATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE %� AREA I(RADON) FEE FEE LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE , �I COMPLETED INITIALS Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any -person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initia I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initia�S I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and li bl or the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate dical cost, which could include loss of wages during recovery from their injury. Initial/ To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation.�� gned and acknowledged on this 1 day of /��n of 20Z2 f // wnerBuilder Signature STATE OF FLPA COUNTY The fgrego g st nt was ace ©wlqdged before y of ', r , b L `�.�,1 `�- �personall kn wn to me or who has nroduced _ AA A as identification. Planning & Development Services Permit 1 Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Address 5008 1 SUNSET IBLVD Owner(s) RobertT Gallott FORT PIERCE 34982 Historic N, Jurisdiction ISt. Lucie County ........... Parcel # 3402-608-0248-000/9 1 S/D Indian River Estates Unit 7 Block 47 Lot # 118 FLU RU I ZoningIRS-4 I Flood MaF 281G Flood Elevation I Flood Zone AH Application Type lover the Counter Permit Status Finaled 0807-0412 Activity Type ` f Expiration 01/19/2009 Other - Specify 74g Permit Type ("Bwldmg ,(Miscellaneous) I Date Applied 07/22/2008 Taken By gersteml 1.... ........ ....... - Location Mainland Date Issued 07/22/2008 Issued By gersteml tat Fee Valuation 1$1,600.00 Date Finaled 08/15/2008 Posted By ivraccess Date Voided Please explain in Additional Comment Job Address 500$.fiUNSE%13LWt) CONTACT INFORMATION Add Application Contact >> Category Type C Property Owner:. ; Property Owner Property Owner Contractor Contractor Name Business Address Emaih, 77T— ROBERT T GALLOTT 5008 SUNSET BLVD FORT PIERCE FL 34982-7140 Open ontractor ■ Phone ( ) - ext Fax ( ) - Mobile ( ) Pager SUB TRADE PERMITS Attach Sub Trade Permit >> Sub -Trade Permit Permit Type ub Trade Status _..... ... ___ Contractor Taken By Company Date Applied Contr ( ) _ Issued .................................................................. Owner / Buildier Issued By ��-----__._.__..........._.__.........._.._.___.._......_... Expiration Finaled Sub -Trade Job Description Finaled By CONSTRUCTION, INFORMATION Units 1 0 Floors Buildings 1 # Bedrooms 0� # Bathrooms Total Sq. Ft. 0.00 Min Flood Elevation Flood Map 281G =food Zone AH FCC 990 Siding , �_NOC Required ❑ VOC Receivec ❑ NOC Expiration Setbacks Front Back Left Side Right Side Job Description Additional Info INSTALLATION HARD[ LAP SIDING OVER EXISTING 5/8 121N ON CENTER PINE SIDING - SOUTH WALL ONLY FOR SINGLE FAMILY RESIDENCE Please include the date and your name when adding information. Florida Building Code Online 2 FL # FL13192-RI Application Type Revision ftPY Code Version 2007 Application Status Approved Comments FILE CU Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.dlercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/01/2013 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R1 COI Florida Certification - ICC-ES Certificate of Independ.ndf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtsk%2bGnUu4... 2/ 13/2012 Florida Building Code Online 1, N Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option C 04/30/2010 05/04/2010 05/10/2010 06/08/2010 12/15/2011 ... _... —.___-----.._................... ---........ -..... _.................. -.-... -....................... ................ ..._...... _....... -.... ................ ......... -............................ -........................... ....... _.-.--......................................... _.... _.................................. _...................... - ........ --.... _ Summary of Products FL # Model, Number or Name IlDescription 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R1 II Install CemDlank.odf j Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc j Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13192 R1 AE Dade NOA 07-041804.pdf 07-0418.04. FL13192 R1 AE ESR-2290.Ddf 13192.2 Har'dieP,lank Lap:Siding ;,- ,1,11',1 fiber-cement lap siding Limits of Use ` Installation Instructions Approved for use in HVHZ: Yes FL13192 R1 II Install HardiePlank.Ddf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13192 R1 AE Dade NOA 07-041804.pdf 07-0418.04. FL13192 RI AE ESR-2290.pdf 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles i Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R1 II Install HardieShingle Sidino.Ddf Verified By: Intertek Testing Services NA Inc Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: FL13192 R1 AE ESR-2290.Ddf 13192.4 HardieShingle Panel fiber -cement notched shingle panels i Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R1 II Install HardieShingle Siding.Ddf i Verified By: Intertek Testing Services NA Inc Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: _................................................._........................................................................................................................................................_._............_............._.............................................................................................................................................._.._.....................................__...i FL13192 R1 AE ESR-2290.Ddf Back Next The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(adbpr.state.Fl.us. Product Approval Accepts: M eCfec.: M seCtiriL Atfi1"iUCS' Varl�l9n ~ � 5'eunted i Y6Pb IY� http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 2/13/2012 �i ICC-ES Evaluation Report ESR-2290 Issued April 1, 2010 This report is subject to re-examination in one year. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councils DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07450—Fiber-Reinforced Cementitious Panels Section: 07460—Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.oameshardie.com chad.diercksa.mameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANK TM LAP SIDING, AND HARDIESHINGLETM INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 Intemational Residential Codee (I RC) Properties evaluated: ■ Weather protection ■ Structural ■ Types I, ll, III, and IV (noncombustible) construction ■ Fire -resistance -rated construction ■ Thermal resistance 2.0 USES James Hardie fiber -cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. 3.0 DESCRIPTION 3.1 General: The exterior sidings are single -faced, cellulose fiber — reinforced cement (fiber -cement) products. Exterior sidings are identified as HardieShingleTM panel siding, HardiePlankTM (Cemplank®, SentryT and RFC®) lap siding, and HardieShingleTM individual shingles. The products comply with ASTM C 1186 as Grade II, Type A. The products have a flame -spread index of 0 and a smoke -developed index of 5 when tested in accordance with ASTM E 84. The products (HardiePlankTM Cemplank®, SentryTM, RFC®, and HardieShingleTM) are classified as noncombustible when tested in accordance with ASTM E 136. For testing in accordance with ASTM C 177, conductance "K" and resistance "R" values for the products are as shown in Table 2 of this report. When tested in accordance with ASTM E 96, desiccant method, products with a thickness of 1/4 inch (6.4 mm) and 5/16 inch (7.5 mm) have demonstrated the permeance values given in Table 3 of this report. 3.2 Siding: HardieShingleTM panels, HardiePlankTM (Cemplank® SentryTM and RFC®) lap siding, and HardieShingleT"I individual shingles may be used as siding on exterior walls. The exterior sidings are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior -grade top coat. Nominal product dimensions are noted in Table 1. 3.2.1 HardieShingleTM Panels: HardieShingleTM panels are available in a variety of finish textures and are offered in three configurations: half -round, staggered -edge, and square -edge. 3.2.2 HardiePlankTm (Cemplank®, SentryTM and RFC®) Lap Siding: Hardiplank, Cemplank, Sentry and RFC lap sidings are available in a variety of finish textures. 3.2.3 HardieShinglerm Individual Shingles: HardieShingleTM individual shingles are available in a variety of finish textures. 3.3 Fasteners: Fastener spacing must be as shown in the tables of this report. Fasteners must be corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM panel, HardiePlankTM (Cemplank® SentryTM and RFC®) lap siding, and HardieShingleW individual shingles are presented in Tables 4 through 14. 4.2 Installation: 4.2.1 General: Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. All products are permitted to be cut to shape on -site by the score -and -snap method using a score -and -snap knife, a hand guillotine or a handsaw utilizing a carbide blade. A clear distance of 6 inches (152 mm) must be maintained between the siding ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ]CC Evaluation Service, Inc., express or impltert as Igg 22 to any finding or other matter in this report, or as to any product covered by the report. u Copyright © 2009 Page 1 of 18 ESR-2290 I Most Widely Accepted and Trusted Page 2 of 18 and grade. Fasteners used to attach the products are described in Tables 4 through 14. 4.2.2 HardieShingleTM Panels: When installation is on braced wood or metal framing members or solid wood sheathing, a water -resistive barrier must be applied over the wood or metal framing members or solid wood sheathing in accordance with the applicable code. The first notched panel must be trimmed so the end aligns with the furthest stud and is secured above keyways [approximately 8 inches (203 mm) clearance from butt edges of panel] on 16-inch (406 mm) or 24-inch (610 mm) centers [maximum 133/4-inch (349 mm) centers for application only to minimum 7/16-inch-thick (11.1 mm) oriented strand board sheathing (OSB) complying with U.S. DOC PS2]. The panels must be fastened in accordance with the provisions of Table 4 of this report. A nominally 1'/4-inch-wide-by'/4-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum 81/4-inch-wide (210 mm) HardiePlankTrm (Cemplanke, SentryTM and RFC®) lap siding starter course are installed over the water -resistive barrier, with the bottom of the starter strip and starter course even with the bottom of the bottom plate. The siding must be applied horizontally commencing from the bottom course of a wall. The second course, and every following even number course (i.e., fourth, sixth) must commence the equivalent of one full stud cavity from the straight edge end. The fasteners must penetrate through the previous course and into the substrate (framing members, wood structural panel sheathing or concrete masonry units). When a course is interrupted by a window or doorway, the notched panel application pattern continues as if the wall were complete. Trim and corners must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A 1/8-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Vertical joints must occur over framing members and must be sealed with caulking or covered with battens. 4.2.3 HardiePlankTM (Cemplanke, SentryTM and RFC®) Lap Siding: When installation is on braced wood or metal framing members or solid wood sheathing, the lap siding must be fastened either through the overlapping planks (face nailed) or through the top edge of single planks (blind nailed) in accordance with the provisions of Table 5 of this report. A'=water=Cds-istive°bafr•ie� musf=be-applied-overthe wood:or,motal.framing•members orsolid_Woodsheaihing-in-- accordance=with_the applicable -code! Lap siding is also permitted to be fastened to a wall constructed of concrete masonry units complying with ASTM C 90, in accordance with Tables 6 through 11. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. A nominally 1 %-inch-wide-by- 5/16-inch-thick (31.8 mm by 7.9 mm) starter strip is installed over the water -resistive barrier, with the bottom of the starter strip even with the bottom of the bottom plate. The siding must be applied starting at the bottom course of the wall, with a minimum 11/4-inch-wide (31.8 mm) overlap at the top of each plank. Vertical joints must occur over studs, except where the "off -stud splice device" is installed or where the planks are installed to solid wood sheathing complying with the applicable code, and must be staggered on subsequent courses. Where the "off -stud splice device is installed, the splice device's bottom lip must be placed over the adjacent solid course of planks. The plank must then be fastened to the framing with corrosion -resistant fasteners. The abutting plank must be positioned and fastened into place ensuring that the lower edges of the two planks align. The metal device must be located centrally over the vertical joint.) Vertical joints between planks must be lightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in accordance with the caulk manufacturer's published gapping requirements and caulking application instructions; or (b) covered with an H-section joint cover; or (c) located over a strip of nonperforated flashing complying with ASTM D 226, Type I felt, or other approved flashing. Trim and corners must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A 1/8-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. 4.2.4 HardieShingleTM Individual Shingles: When installed on solid wood sheathing or equivalent, the cladding shingles are fastened in accordance with the provisions of either Table 12, 13 or 14 of this report. A water -resistive barrier in accordance with the applicable code must be applied over the substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first course on the proper angle and to create a drip edge. The nominally 1 %4-inch-wide-by-%-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum 81/4- inch-wide (210 mm) HardiePlankTM (Cemplanke, SentryTM and RFC®) lap siding starter course are installed over the water -resistive barrier with the bottom of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum of %4 inch (6.4 mm) apart leaving a minimum side lap of 1 % inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of % inch (19 mm) and a maximum of 1 inch (25.4 mm) from shingle edges and must be positioned to be covered a nominal 1'/4 inches (32 mm) by the succeeding shingle course; for 12-inch-wide (305 mm) shingles, the third nail (see Table 14) must be installed mid -span of the shingle. Nails must secure shingles but must not be over -driven. Trim and corners must be installed and the shingles must be finished in accordance with the manufacturer's application instructions. A'/e-inch (3.2 mm) gap must be left at locations where the shingle butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. 4.3 Fire -resistance -rated Assembly (HardiePlankTM Lap Siding): The asymmetrical, load -bearing, one -hour fire -resistance - rated wall assembly must consist of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center, with two top plates and a single bottom plate. One layer of 5/8-inch-thick (15.9) Type X gypsum wallboard complying with ASTM C 36 or ASTM C 1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4-inch-long (44 mm) cup -head gypsum wall board nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/8-inch-thick (15.9 mm) Type X gypsum wallboard joints and nail heads must be finished in accordance with ASTM C 840 or GA216. The exterior face of the wall must be covered with one layer of (12.7 mm) Type X water-resistant core treated gypsum sheathing complying with ASTM C 36 or ASTM C 1396 and one layer of maximum 12-inch-wide (305 mm) HardiePlank (CemplanO, SentryTM and RFC®) lap siding 1 � ESR-2290 I Most Widely Accepted and Trusted Page 3 of 18 lapped a minimum of 11/4 inches (32 mm). The 1/2-inch- thick (12.7 mm) Type X water-resistant core -treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. All board joints must be backed by framing. The 1/2-inch- thick (12.7 mm) Type X water-resistant core -treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/16-inch-thick J7.5 mm), maximum 12-inch- wide (305 mm) HardiePlank (Cemplank®, SentryTM and RFC®) lap siding must be applied over the 1/2-inch-thick (12.7 mm) Type X water-resistant core -treated gypsum sheathing by attaching 1'/z-inch-wide (38 mm) HardiePlankTM (Cemplank , SentryTM and RFC®) starter strips attached through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankTM (Cemplank®, SentryTM and RFC®) lap siding applied horizontally with a minimum nominally 1 1/4-inch (32 mm) head lap, and fastened with a single 6d corrosion -resistant common nail driven through the lapped planks at each stud. The axial load must be the lesser of the following, provided structural consideration for axial, flexural and bearing perpendicular -to -grain stresses is in accordance with ANSI/AF&PA NDS-2005 (IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 F'�, which must not exceed 0.78 F', at a slenderness ratio 1Wd of 33. 6.0 CONDITIONS OF USE The HardieShingleTM panel, HardiePlankTM (Cemplank® SentryTM and RFC®) lap siding, and HardieShingleTM individual shingles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The James Hardie Building Products, Inc., products listed in this report must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. 5.2 HardieShingleTM panel, HardiePlankTM (Cemplank® SentryTM and RFC®) lap siding, and HardieShingleTM individual shingles must be installed on exterior walls braced in accordance with the applicable code. 6.3 Design wind speeds applied to the James Hardie® sidings described in this report must be determined in accordance with the applicable code and must be less than those shown in the wind speed tables in this report. 5.4 The fiber -cement products installed on exterior walls must be installed over a water -resistive barrier in accordance with the applicable code and this report. 6.5 For use in fire -resistance -rated construction, installation must be in accordance with Section 4.3. 5.6 Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.7 The products are manufactured at the following locations, with quality control inspections by Intertek Testing Services, Inc.: ■ Cleburne, Texas ■ Peru, Illinois ■ Plant City, Florida ■ Pulaski, Virginia ■ Sparks, Nevada ■ Tacoma, Washington ■ Waxahachie, Texas 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated November 2008. 7.0 IDENTIFICATION Pallets of the James Hardie® Building Products, Inc., HardieShingleTM panels, HardiePlank M (Cemplank® SentryTM and RFC®) lap siding, and HardieShingleTM individual shingles must bear a label identifying the manufacturer's name and telephone number, the product name, the name of the inspection agency [Intertek Testing Services, Inc. (AA-690)], and the evaluation report number (ESR-2290). ESR-2290 I Most Widely Accepted and Trusted Page 4 of 18 TABLE 1—STANDARD NOMINAL PANEL, PLANK & SHINGLE DIMENSIONS Product Width Length or Height Thicknesses (Inches) (Inches) 4, 5%. 6, 6'/, �71E/4; 7%, 8, HardiePlanlJm lap siding 8%4, 9%, 9'/2 & 12 12, 14 feet 5/16 5'/4,6,6%,7'/4,71/,8, CemplanO lap siding 8%, 9'/2 & 12 12, 14 feet 5/1s RFC® lap siding 6%, 7'/z, 8%, 9'/z & 12 12, 14 feet 5/15 HardieShingleTM panel (square & staggered edge) 48 16 inches '/4 HardieShingleTm panel (half round) 48 16, 19 inches %4 HardieShingleTM individual shingles 6, 8, & 12 18 inches %4 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm TABLE 2—"K" AND "R" VALUES FOR FIBER -CEMENT PRODUCTS Product Thermal Thermal 1 Resistance Actual Thermal Conductance 2 Actual Thermal Resistance 2 Thickness' Conductance' (Keff) (R) (inch) Keff=(Btu/hr-fe- F)/inch R =1 /Keff 1.95 0.51 7.80 0.13 /ts 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-ft`-°F = 5.678 W*'-K 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. TABLE 3—PERMEANCE VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness (inch) Permeance (perms) % 1.75 /1s 1.54 For SI: 1 inch = 25.4 mm, 1 perm = 57 mg/(S.M2.Pa), per ASTM E96 ESR-2290 I Most Widely Accepted and Trusted Page 6 of 18 TABLE 5-MAXIMUM WIND SPEED (mph) Product Stud Building Fastening � Exposure Category Product (in.) Fastener Type Method Frame Type Spacing Height Thick. Width OMIEC D (in.) (ft.) ET & F pin Min. No. 20 ga. x 0-15 168 168 147 HardiePlankTM 5/16 4 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 16 20 40 168 168 168 158 147 137 x 0.25" HD C-stud 60 168 147 126 ET & F pin Min. No. 20 ga. x 0-15 168 168 147 rM HardiePlank 5/16 6 0.100" x 1.5„ Face Nailed 3.62 x 1.375 Metal 16 20 40 168 168 168 158 147 137 x 0.25" HD C-stud 60 168 147 126 ET & F pin Min. No. 20 ga. x 0-15 168 168 147 HardiePlankTM 5/16 6%4 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 16 20 40 168 168 168 158 137 137 x 0.25" HD C-stud 60 168 147 126 ET & F pin Min. No. 20 ga. x 0-15 168 158 126 M HardiePlankT 5/16 7�4 , 7Y2 0.100" x 1.5" Fare Nailed 3.62" x 1.375" Metal 16 20 40 168 168 147 137 126 121 x 0.25" HD C-stud 60 168 126 116 ET & F pin Min. No. 20 ga. x 0-15 168 147 126 rM HardiePlank 5/16 8 0.100" x 1:5" Face Nailed 362' x 1.375' Metal . 16 20 40 168 168 147 137 126 116 x 0.25" HD C-stud 60 168 126 105 ET & F pin Min. No. 20 ga. x 0-15 168 147 126 HardiePlankTM 5/16 8% 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 16 20 40 168 168 147 131 116 116 x 0.25" HD C-stud 60 158 126 105 ET & F pin Min. No. 20 ga. x 0-15 168 137 116 HardiePlankTM 5/16 9% 9 /z 0.100 x 1.5" Face Nailed 3.62" x 1.375" Metal 16 20 40 168 158 137 126 116 105 x 0.25" H D C-stud 60 147 116 105 0-15 145 131 119 ET & F pin Min. No. 20 ga. x 20 145 127 116 HardiePlankTM 5/16 12 0.100" x 1.5" Face 3.62" x 1.375" Metal 16 40 139 119 110 x 0.25" HD Nailed C-stud 60 131 114 106 100 109 96 90 ET & F pin Min. No. 20 ga. x 0-15 168 137 116 HardiePlankTM 5/16 4 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 24 20 40 168 158 137 121 116 105 x 0.25" HD C-stud 60 147 116 100 ET & F pin Min. No. 20 ga. x 0-15 168 137 116 M HardiePlankT 5/16 6 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 24 20 40 168 158 137 121 116 105 x 0.25" HD C-stud 60 147 116 100 ET & F pin Min. No. 20 ga. x 0-15 168 137 116 HardiePlankTM 5/16 6% 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 24 20 40 168 147 126 121 110 105 x 0.25" HD C-stud 60 137 116 95 ET & F pin Min. No. 20 ga. x 0-15 168 116 100 HardiePlankTM 5/16 7/4 , 7/z 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 24 20 40 158 137 116 105 95 89 x 0.25" HD C-stud 60 126 95 89 ET & F pin Min. No. 20 ga. x 0-15 168 116 95 TM HardiePlank 5/16 8 0.100" x 1.5 „ Face Nailed „ 3.62 x 1.375" Metal 24 20 40 158 137 116 105 95 89 x 0.25" HD C-stud 60 126 95 85 ET & F pin Min. No. 20 ga. x 0-15 158 116 95 TM HardiePlank 5/16 , 8/< 0.100" x 1.5' Face „ 3.62 x 1.375" Metal 24 20 158 105 95 x 0.25" HD Nailed C-stud 40 126 85 60 126 95 95 85 �J ESR-2290 I Most Widely Accepted and Trusted Page 8 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) 0-15 168 168 147 rM HardiePlank 5/16 4 6d common 2" Face 2 x 4 wood 16 20 168 168 147 long Nailed 40 168 158 137 60 168 147 137 0-15 168 168 147 HardiePlankTM 5/16 6 6d common 2" Face 2 x 4 wood 16 20 168 168 147 long Nailed 40 168 158 137 60 168 147 131 0-15 168 168 147 HardiePlankTM 5/16 6% 6d common 2" Face 2 x 4 wood 16 20 168 168 137 long Nailed 40 168 158 137 60 168 147 131 rM HardiePlank 5/16 7'- 41=: `�-----� 7%z 6 c mmon 2'i o�._-__,' Iong Face Nailed 2 x 4 wood 16 �^ " 20 Or 4068 1'68a '68 158 137 137 137 137 137 60 168 137 131 0-15 168 158 126 HardiePlankTM 5/16 8 6d common 2" Face 2 x 4 wood 16 20 168 158 126 long Nailed 40 168 137 116 60 168 131 116 0-15 168 158 126 HardiePlankTM 5/16 81/4 6d common 2" Face 2 x 4 wood 16 20 168 147 116 long Nailed 40 168 137 116 60 168 126 116 0-15 168- 147 121 HardiePlankTM 5/16 9% 6d common 2" Face 2 x 4 wood 16 20 168 137 116 9,Y2 long Nailed 40. 158 137 110 60 137 1.37 105 0-15 125 113 103 TM HardiePlank 5/16 12 6d common 2" Face 2 x 4 wood 16 20 40 125 120 110 103 101 95 long Nailed 60 113 98. 91 100 94 - - 0-15 137 126 105 rM HardiePlank 5/16 4 6d common 2" Face 2 x 4 wood 24 20 137 126 105 long Nailed 40 137 116 95 60 137 105 95 0-15 137 126 105 TM HardiePlank 5/16 6 6d common 2" Face 2 x 4 wood 24 20 40 137 137 126 116 105 95 long Nailed 60 137 105 95 100 116 95 85 0-15 137 126 105 HardiePlankTM 5/16 6%4 6d common 2" Face 2 x 4 wood 24 20 137 116 100 long Nailed 40 137 110 95 60 137 105 95 0-15 .137. 116 95 HardiePlankTM 5/16 7% 6d common 2" Face 2 x 4 wood 24 20 137 110 95 7%2 long Nailed 40 137 105 89 60 137 100 85 0-15 137 116 95 HardiePlankTM 5/16 8 6d common 2" Face 2 x 4 wood 24 20 137 105 85 long Nailed 40 126 95 85 60 121 95 85 0-15 137 110 95 HardiePlankTM 5/16 8%4 6d common 2" Face 2 x 4 wood 24 20 137 105 89 long Nailed 40 126 95 85 60 121 89 85 0-15 137 105 85 HardiePlankTM 5/16 9%4 6d common 2" Face 2 x 4 wood 24 20 137 100 85 9Y2 long Nailed 40 116 95 - 1 601 116 85 - ESR-2290 I Most Widely Accepted and Trusted Page 9 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) 0-15 102 93 - HardiePlank TM 5/16 12 6d common 2" Face 2 x 4 wood 24 20 102 90 - long Nailed 40 98 - - 60 93 - - No. 8-18 x 0-15 168 168 137 1No. long x Face Min. No. 20 ga. x 20 168 158 137 HardiePlankTM 5/16 4 0.323" HD Screwed 3.62" x 1.375" Metal 16 40 168 147 131 ribbed bugle C-stud 60 168 137 126 head screw No. 8 x 0-15 168 168 137 1-5/8" long x Face Min. No. 20 ga. x 20 168 158 137 TM HardiePlank 5/16 6 0.323" HD Screwed 3.62" x 1.375" 16 40 168 147 131 ribbed bugle Metal C-stud 60 168 137 126 head screw No. 8 x 1-5/8" long xFace Min. No. 20 ga. x 0-15 168 168 137 HardiePlankTM 5/16 6'/4 0.323" HD 3.62" x 1.375" 16 20 168 158 137 ribbed bugle Screwed Metal C-stud 40 168 147 126 60 168 137 121 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 147 12 T HardiePlankM 5/16 7/a 7Y 0.323" HD Face Screwed 3.62„ x 1.375" 16 20 20 40 168 168 147 131 1211 116 ribbed bugle Metal C-stud 60 168 126 105 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 147 12 HardiePlankTM 5/16 8 0.323" HD Face Screwed 3.62" x 1.375" 16 200 40 168 1 1 13311 1211 1 16 ribbed bugle Metal C-stud 60 1558 8 126 10055 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0-15 168 147 126 HardiePlankTM 5/16 8%4 0.323" HD Face Screwed 3.62" x 1.375" 16 20 40 168 168 137 131 121 116 ribbed bugle Metal C-stud 60 158 121 105 head screw 9/a No. 8 x 1-5/8" long x Face Min. No. 20 ga. x 0- 200 168 168 13 1311 11 1100 HardiePlank TM 5/16 9,/ „ 0.323 HD Screwed 3.62" x 1.375 „ 16 40 158 121 105 ribbed bugle Metal C-stud 60 147 116 100 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0-15 168 126 105 TM HardiePlank 5/16 12 0.323" HD Face Screwed 3.62" x 1.375" 16 20 40 168 137 121 110 95 95 ribbed bugle Metal C-stud 60 137 105 89 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 137 116 HardiePlankTM 5/16 4 0.323" HD Face Screwed 3.62" x 1.375" 24 200 40 158 1 12266 1 1110 ribbed bugle Metal C-stud 60 14477 116 10055 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0-15 168 137 116 rM HardiePlank 5/16 6 0.323" HD Face Screwed 3.62" x 1.375" 24 20 40 168 158 137 126 116 110 ribbed,bugle Metal C-stud 60 147 116 105 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 1 11 HardiePlankTM 5/16 6%4 0.323" HD Face Screwed 3.62" x 1.375" 24 20 20 40 168 158 1558 8 147 0 110 105 ribbed bugle Metal C-stud 60 147 137 100 head screw ESR-2290 I Most Widely Accepted and Trusted Page 10 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 12 105 TM HardiePlank 5/16 7/a 7�� 0.323" HD Face Screwed 3.62" x 1.375" 24 20 2 0 40 168 147 1211 1 105 95 ribbed bugle Metal C-stud 60 137 10055 95 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 12 105 HardiePlank rM 5/16 8 0.323' HD Face Screwed 3.62 x 1.375 24 200 40 168 147 1211 110 100 95 ribbed bugle Metal C-stud 60 137 105 89 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 168 121 105 TM HardiePlank 5/16 8% 0.323„ HD Face Screwed 3.62" x 1.375„ 24 200 40 168 13 121 105 100 95 ribbed bugle Metal C-stud 60 1311 100 89 head screw 9�4 No. 8 x 1-5/8" long x Min. No. 20 ga. x 0- 158 11 95 HardiePlankTM 5/16 0.323" HD Face 3.62„ x 1.375', 24 200 158 1100 95 9�z ribbed bugle Screwed Metal C-stud 40 1 89 head screw 60 12266 995 5 85 No. 11 ga. 0-15 168 168 147 TM HardiePlank 5/16 4 1-1/4" long Blind 2 x 4 16 20 168 168 137 Galv. roofing Nailed wood 40 168 147 131 Nail 60 168 147 126 No. 11 ga. 0-15 168 168 147 HardiePlankTM 5/16 6 1-1/4" long Blind 2 x 4 16 20 168 168 137 galv. roofing Nailed wood 40 168 147 131 Nail 60 168 147 126 No. 11 ga. 0-15 168 168 137 HardiePlankTM 5/16 6% 1-1/4" long Blind 2 x 4 16 20 168 158 137 galv. roofing Nailed wood 40 168 147 126 Nail 60 168 137 126 0=116 IV% 147 126 TM HardiePlank 5/16 4;7� .�1-1./4"long Blind--- "2'.x.,4, 20 168 147 126 7+/ <galv:_roofing �-Nailed -wood 40 {166 137 116 _ ail— 6.0 168 126 110 No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 8 1-1/4" long Blind 2 x 4 16 20 168 137 116 galv. roofing Nailed wood 40 168 131 110 Nail 60 158 126 110 No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 8% 1-1/4" long Blind 2 x 4 16 20 168 137 121 galv. roofing Nailed wood 40 168 130 110 Nail 60 158 121 105 No. 11 ga. 0-15 168 137 116 HardiePlankTM 5/16 9% 1-1/4" long Blind 2 x 4 16 20 168 131 110 9% galv. roofing Nailed wood 40 158 116 105 Nail 60 147 116 100 No. 11 ga. 0-15 168 121 100 HardiePlankTM 5/16 12 1-1/4" long Blind 2 x 4 16 20 158 116 95 galv. roofing Nailed wood 40 137 110 89 Nail 60 126 100 89 No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 4 1-1/4" long Blind 2 x 4 24 20 168 137 121 galv. roofing Nailed wood 40 168 126 110 Nail 60 168 121 105 No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 6 1-1/4" long Blind 2 x 4 24 20 168 137 121 galv. roofing Nailed wood 40 168 126 110 Nail 60 158 121 105 ESR-2290 I Most Widely Accepted and Trusted Page 11 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) No. 11 ga. 0-15 168 142 116 HardiePlankTM 5/16 6%4 1-1/4" long Blind 2 x 4 24 20 168 137 116 galy. roofing Nailed wood 40 168 126 110 Nail 60 147 121 105 No. 11 ga. 0-15 168 131 105 HardiePlankTM 5/16 71�4 1-1/4" long Blind 2 x 4 24 20 168 126 105 7% galy. roofing Nailed wood 40 147 116 95 Nail 60 137 110 95 No. 11 ga. 0-15 168 126 105 HardiePlankTM 5/16 8 1-1/4" long Blind 2 x 4 24 20 168 121 95 gals. roofing Nailed wood 40 137 110 95 Nail 60 126 105 89 No. 11 ga. 0-15 168 126 100 HardiePlankTM 5/16 8% 1-1/4" long Blind 2 x 4 24 20 158 121 100 galv. roofing Nailed wood 40 137 105 95 Nail 60 126 105 89 No. 11 ga. 0-15 158 116 95 HardiePlank rM 5/16 9% 1-1/4" long Blind 2 x 4 24 20 147 105 89 9'z galy. roofing Nailed wood 40 131 100 85 Nail 60 121 95 85 No. 8 x 1-1/4 in. long x Min. No. 20 ga. X 0-15 1.68 168 137 TM HardiePlank 5/16 4 0.375 in. HD Blind 3.62" x 1.375" Metal 16 20 168 158 137 ribbed Screwed C-stud . 40 168 147 126 waferhead 60 168 137 121 screws No. 8 x 1-1/4 in. long x Min. No. 20 ga. X 0-15 168 168 137 TM HardiePlank 5/16 6 0.375 in. HD Blind 3.62„ x 1.375' Metal 16 20 168 158 137 ribbed Screwed C-stud 40 168 147 126 waferhead 60 168 137 121 screws No. 8 x 1-1/4 in. long x Min. No. 20 ga. X 0-15 168 158 142 HardiePlankTM 5/16 6% 0.375 in. HD Blind 3.62" x 1.375" Metal 16 20 168 158 131 ribbed Screwed C-stud 40 168 147 126 waferhead 60 158 137 121 screws No. 8 x 1-1/4 in. long x Min. No. 20 ga. X 0-15 168 152 126 TM HardiePlank 5/16 7% 0.375 in. HD Blind 3.62„ x 1.375" Metal 16 20 168 147 116 7% ribbed Screwed C-stud 40 168 137 116 waferhead 60 158 126 110 screws No. 8 x 1-1/4 in. long x Min. No. 20 ga. X 0-15 168 147 116 TM HardiePlank 5/16 8 0.375 in. HD Blind 3.62' x 1.375„ Metal 16 20 168 137 116 ribbed Screwed C-stud 40 158 126 105 waferhead 60 147 121 105 screws No. 8 x 1-1/4 in. long x Min. No. 20 ga. X 0-15 168 142 121 HardiePlankTM 5/16 8% 0.375 in. HD Blind 3.62" x 1.375" Metal 16 20 168 137 116 ribbed Screwed C-stud 40 158 126 110 waferhead 60 147 116 105 screws ICC-ES Evaluation Report ESR-2290 Supplement Issued April 1, 2010 This report is subject to re-examination in one year. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07450—Fiber-Reinforced Cementitious Panels 07460—Sidinq REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.lameshardie.com chad.diercksawameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANK TM LAP SIDING, AND HARDIESHINGLE' INDIVIDUAL SHINGLES PURPOSE OF THE SUPPLEMENT This supplement is issued to indicate that the fiber -cement panels, plank lap siding and cladding shingles described in the master report ESR-2290 may be used where noncombustible or ignition -resistant exterior walls complying with Section 1403.4 of the 2007 California Building Code are required, provided installation is in accordance with the master report and the additional requirements of Sections 1405.15, 1405.16, and 1405.17of the 2007 California Building Code. The exterior wall coverings may be used in the construction of new buildings located in Fire Hazard Severity Zones within State Responsibility Areas or any Wildland-Urban Interface Fire Area, provided installation is also in accordance with the master report and the additional requirements of Sections 701A.3 and 704A.3 of the 2007 California Building Code. The products(s) recognized in this supplement have not been evaluated for compliance with the International Wildland— Urban Interface Code®. This supplement expires concurrently with the master report issued on April 1, 2010. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as to any product covered by the report.. Copyright 0 2009 Page 7 of 1 HardiePlank' Lap 9 Sidin �-�/ y0 JamesHardie EFFECTIVE APRIL 2009 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSO PRODUCTS Visit +vwwiameshardie.comfor the most recent version. SELECT CEDARMILL© ■ SMOOTH ■ COLONIAL SMOOTH® - COLONIAL ROUGHSAWN®- BEADED CEDARMILL© BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1OTM PRODUCTS OUTSIDE AN HZ10Tm LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation. Installing 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). and others in working area. 2. Position cutting station in well -ventilated area siding wet or saturated may result in 2. Use one of the following methods: shrinkage at butt joints. Carry planks a. Best: I. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade° saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum responsible for c. Good: i. Dust reducing circular saw with a HardieBlade saw blade res p (only use for low to moderate cutting) damage caused Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using'Best"-level cutting methods where feasible. by improper Storage and NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for yourjob requirements. If concern still exists about exposure levels or you handling of the product. do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. GENERAL REQUIREMENTS: • HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finished application, • HardiePlank lap siding can also be installed over foam insulation/sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • 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 housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building Figure 1 Double Wall Single Wall codes - typically a minimum of 6" in the first 10', Construction Construction • 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 hi za^ o.o. mix. • DO NOT use stain on James Hardiee products, oss sheathing — _;�!n INSTALLATION: iA JOINT TREATMENT` (Required for Colorfte Finish, Recommended for Primed product) James Hardie does not recommend the use of caulk at field butt joints. Figure 2 stud water -resistive j barrier joint flashing" 0O o . 318" from plank edge install planks in o ° moderate contact A oo ° 0 yvaler iesistivi 0o barrier 0 0 0 °oo o 0 0 o fastener o° o 0 0 0 o Install factory finished edges together at butt joints. Install a 1 1/4" starter strip to o 0 o ensure a consistent plank angle 0 0 'For other jointing options, refer to local building code or NER 405 "As required by local building code ""Apply caulk in accordance with caulk manufacturers written application instructions. leave appropriate gap between ' For additional information on HardieWrapTM Weather Barrier, consult James Hardie at 1-866-41-lardie or www.hardiewrap.com N'°""""" """, "'c" """" WARNING: AVOID BREATHING SILICA DUST James Hardiee products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies sugggest 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 HardieBlade 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.jameshardle.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soawsas HSO920-P114 4109 CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 water -resistive barrier concrete foundation Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. stud Figure 7 siding Do not Caulk 1/4" gap j siding flashing Maintain a 1" - 2" clearance between James Hardie' products and paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 and end FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for all HardiePlank® lap siding products BLIND NAILING Maintain a 1" - 2" clearance between James Hardie products and decking material. deck material Finns 9 Bpi -AZ I-JE At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. r 1. T KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. fascia Figure 9, Kickout Flashingx To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Nails - Wood Framing • Siding nail (0.09" shank x 0.221 " HD x 2" long) • 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.25" long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0,375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfast® nails or equivalent (0.10" shank x 0.313" HD x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • 11 ga. roofing nail (0.121 " shank x 0,371 " HD x 1.75" long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0,375" HD). stud water -resistive barrier 1 114" min. overlap Figure 10 Face Nailing should only be used where required for high wind areas and must not be used in conjunction with Blind Nailing FACE NAILING Nails -Wood Framing • 6d (0.113" shank x 0.267" HD x 2" long) • Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)` stud Figure 11 O.C. max. Minimum overlap - 0 for Both Face blind nail and Blind Nailing oe min. 1 1/4" overlap } water -resistive barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. ` When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. " Also see General Fastening Requirements. HS0920-P214 4109 r y f_a_ GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing), CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions or ASTM C1193. • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail, (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, ® ® Caulk & add nail do not under DO NOT Figure A Figure B drive nails STAPLE PAINTING DO NOT use stain on James Hardie® products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank• lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. 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 or oil/alkyd base paints on James Hardie products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANK• LAP SIDING WIDTH SQ (1 SQ =100 sq.ft.) 5114 (exposure) 4 61/4 5 71/4 6 71/2 61/4 8 6 3/4 81/4 7 9114 8 91/2 81 /4 12 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 ICC-ES Legacy Report NER-405, HardiePlank' lap siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One- and Two-Famlly Dwelling Code, the 2003 Intemational Building Code, and the 2003 International Residential Code for One -and Two - Family Dwellings. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-91M, and California DSA PA-019. These documents should also be consulted for additional Information concerning the suitability of this product for specific applications. HS0920-P3/4 4/09