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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE -ONLY,: ___ DATE FILED: PLAN REVIEW FEE: O • J-0 • RECEIPT NO.: t �3(P PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 /flu/70 772-462-1553 a APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: i�90/ InC=tam eve Dr%ye9 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BOOK it �7 6. PAGE NO. a 7 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): g 3 LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: las —lk ll ID M 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [4---RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) /�I/s rra-/ ( .�A /�/� u� IS, 01A) G r DESCRIPTION OF PROPOSED USE: S / D SQ. FT OF CONSTRUCTION: VALUE OF CONSTRUCTION: $ / L-) 9 y 0 v 15. SF. FT I st FLOOR: 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 UPDATED 6/25/09 OWNER INFORMATION NAME: 0'2- t y K 61,"10 ADDRESS: ado( /obi r2i�/ lJ�,✓� CITY: r-orT �/tom el STATE: :71/ ZIP: g &,4z- PHONE (DAYTIME): �? ?2 Email: 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 PHONE (DAYTIME): L_) CONTRACTOR INFORMATION ST. of FL REG.CERT STATE: ZIP: ST. LUCIE COUNTY CERT #: 10 BUSINESS NAME: ewn't-/� Xi&, ) /yST QUALIFIERS NAME: 3o 17 .7 I &hl A6U4/ ADDRESS: nn 7/W ,(kv /gU5C A S% CITY: /'q jy12 t / y STATE: ZIP: 3�w PHONE (DAYTIlbIE): 1 ?-Y© l�s FAX NO. 7 %Y ?-� ( b l- Email: c(t. 4nie �? o�P.n�: e �z ems✓ Cc) V >V(- x ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): U BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: 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 1 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. WNER OR CONTRACTO IGNATURE STATE OF FLORIDA COUNTY OF 1� FiXnC - moo 237L31 �oW �6 Z= > ro The foregoing instrument was acknowledged be 0 S , !� �cnw me this t' day of 20 1 by. aer2 P f16p-2 who is personally & or has produced IOWA r�gnatiure of 319"tnry Commission No. (Seal) EL M am<a Gov 2 X K M Z Cm, RI W � Cz RN S, CO TRACTOR SIGNA URE STATE OF FLOR44, '� COUNTY OF N�i The foregoing instrument was acknowledged before me this 0 day of 20 , by a / . New who is personall 5ow or has produced as identification. Signature of No Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, 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/BUH DER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY SECTION 1 a TOWNSHIP' `:;�` .. RANGE Vo G MAP NO.. ZONING LAND USE LOT CVG % ` TAZ NO. FLOOD ZONE FIRM MAP # I ST FIR ELV GT CONST TYPE- OCCUP TYPE- - -MAX OC -- - — - --- - -#-OF FLRS, -WATER -SEWER . SPRINKLERS __ _ . STORMWATER LOT.OF'REC- - -. -- - - LO RD - r - e-T/199.0.- - _-REQUIRED— - LOT SPLIT LOT SPLIT APPROVED REPORT -CODE- . �� = HABITABLE AREA - --_ . _ - . - RADON .FEE _ __ _ _ _ .- _ -- -- -PERMIT ,FEE_: --LIBRARY BRACT FEE PUBLIC BID I PACT FEE,. CORRECTION PUBIC DID BRACT FEE GENERAL PARKS BRACT FEE SCHOOL BRACT FEE ROAD IMPACT FEE' CREDIT 'Y N LAW ENF BRACT FEE FIRE/EMS BRACT DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS .REQUIRED MECHANIC Roo ELECTRIC GAS . PLUMBING _� NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: 1' % REVIEWS FRONT coUNTER ZONING REVIEW SUPERVISOR. REVIEW PLANS REVIEW VEGETATION " REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED �• < < ° DATE COMPLETED �• . Ila .INITIALS . JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3616132 OR B(r— 1313 PAGE 2541, Recorded 08/05/2013, `,04:37 PM AFTER RECORDING -RETURN TO: //t-y-oj3k/ PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 2. GENERAL DESCRIPTION OF IMPROVEMENT: Xff S7 H 3. OWNER INFORMATION: a. Name -/)0e0 jjL!4 k c, interest in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 20_. _WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713 13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIJE r0B SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR ENDER OR AN A717ORNEY BEFORE COMMENCING WORK OR RECORDINGYOUR NOTICE N MENT Si re of Owner or -ovide Signatory's Title/OIIT. Owner's Authorized Officer/Director/Partner/Manager State of Flo ' County of f 94A- r The going instrument[w�as acknowledged before me this ✓ day of 20 �t/uYL�, as b V (Name of personT (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) For yy (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: AL EDNADANDRIDGE �Gc/ifli\Gt °__ M otary Public - State of Florida = y Comm. Expires Aug 3, 2012 (Printed Name of Notary blic) (Signature of Notary Public)?a, rl�° Commission # DD 811082 Bonded Through National NolaryAss . Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are We to e s belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized OfDcer/Director/Partner/Manager who signed above: By: — By JJ6 r 6 lkt n ��d DA R-Oar! m..wingl STATE Of FLORIDA ST. LUCIE COUNTY TW142 1 C Tn PE:0TIrV Tla AT Tuln ,A Florida Building Code Online L ¢LQgiIJA 6EPt4P`i'[ts+tENT C1F%!� ff PROGRAMS CONTACT OCA Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail ?`►,GAM fv1UNITY,. PLANNING' wFWdUSINGACOh7MUN4 Ty ••_ ;?SkiIELDPM04T 414IEpgrwY ' hlf>?:1AGEFAEP!T..: s n'a • Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL13192-R1 Revision 2007 Approved James Hardie Building Products, 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 356-6366 chad.diercks@jameshardie.com Chad Diercks chad.diercks@jameshardie.com Chad Diercks 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com ST, LUCIE CO BUILDING DIV 111GYIEW OATE _— PLANS ND PERMIT MUST DEAKEPT ON JOB OR NCB INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED WORK AAE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY�p0a NWE,CyE�S�S'A+R�Y II�Nt+ +ORDER TO �y ��1@t�t"�! BRIT!1fi 4 PPI 40# NOW. Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 CONOW, FASTENERS ORATTACHIdENTS chad.diercks@jameshardie.com ARC THE RESPONSIBIUTY OF THE Category Panel Walls AA /tTOe O� �i•/y�pl► Subcategory Siding �00 4411�I R I1GV 0 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.pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 Equivalence of Product Standards Certified By htrn-//www.floridabuildina.ora/pr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 4/13/2011 gFlorida Building Code Online 2 4 ` Sections from the Code F m M I ILt COPY Product Approval Method Method 1 Option C Date Submitted 04/30/2010 Date Validated 05/04/2010 Date Pending FBC Approval 05/10/2010 Date Approved 06/08/2010 Summary of Products FL # Model, Number or Name Description 13192.1 JjCemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R1 II Install Cemplank.odf 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 Other: For use in HVHZ Install in accordance with NOA Evaluation Reports FL13192 R1 AE Dade NOA 07-041804.Ddf 07-0418.04. FL13192 R1 AE ESR-2290.Ddf 13-192'.2 - :;. _ Ha_rdiePlan Lap Sidmg ., = fiber -cement lap siding Limits of Use in HVHZ: Yes Installation Instructions. iFL1-3192R1aIIInstalliHardlePlank-odfv Approved for use Approved for use outside HVHZ: Yes Verified By. Intert`e-1 Testing Services NA Inc Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA Evaluation Reports FL13192 R1 AE Dade NOA 07-041804.Ddf 07-0418.04. PLf3f92': R1 AE ESR-2290.pdf -W 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Installation Instructions FL13192 R1 II Install HardieShingle Siding.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: 11 FL13192 R1 AE ESR-2290.Ddf 13192.4 lHardleShingle Panel fiber -cement notched shingle panels Limits of Use Approved for use in HVHZ: No Installation Instructions FL13192 R1 II Install HardieShingle Siding.odf 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.pdf Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shurnard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Pluo-in Software I Customer Service Survey I Contact Us Product Approval Accepts: W® eCheik ucuri au:na�cs• vplilyn Trusted n W,b L 4-&. //..., V7 flr,ririnl+„iiriinrr nrrr/r,r/nr nnn ritl n znv9nnrn-rn=WCrF.vxnWfnf,r.qk%?.hGnTTu4... 4/13/2011 IMES 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 Council® 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.*ameshardie.com Chad. diercksl7a.iameshard ie.com EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANKTM LAP SIDING, AND HARDIESHINGLETM INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code (IBC) ■ 2006 International Residential Code® (IRC) Properties evaluated: ■ Weather protection ■ Structural ■ Types I, II, 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 5/15 inch (7.5 mm) have demonstrated the permeance values given in Table 3 of this report. 3.2 Siding: HardieShingleTM panels, HardiePlankTrm (Cemplank®, SentryTM and RFC®) lap siding, and HardieShinglWm 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 HardieShingleTM 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 HardieShingleTM 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 I�ILE COPY- 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. """ 'm"" -� M m— Copyright © 2009 Page 1 of 18 ESR-2290 I Most Widel and Trusted CC'FYPage 2 of 18 and grade. Fasteners used to attach the products are described in Tables 4 through 14. 4.2.2 HardieShinglJm 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 I Y4-inch-wide-by-%-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum 81/4-inch-wide (210 mm) HardiePlankTm (CemplanO, 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 HardiePlanVm (CemplanO, 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 waters-resistwe�barriert bep ied over Ph1oIwood"or metal, i mg" members or solid,,wood sBathinn ' accordance�"witfi(�thea picabIdeLapsiding~is~also permf"W46`tie'�faste edr't 'a --I 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%4-inch-wide-by- 5/18-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/e-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 HardieShingle m 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%-inch-wide-by-%-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum 81/4- inch-wide (210 mm) HardiePlanem (Cemplane, 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 % inch (6.4 mm) apart leaving a minimum side lap of 1%2 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% 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 1/8-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 1/2-inch-thick (12.7 mm) Type X water-resistant core treated gypsum sheathing complying with ASTM C 36 or ASTM C 1396 and one lager of maximum 12-inch-wide (305 mm) HardiePlank (Cemplanko, SentryTM and RFC®) lap siding 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 L7.5 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 Tby attaching 11/2-inch-wide (38 mm) HardiePlank (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 11/4-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): Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 Fo, which must not exceed 0.78 F'c at a slenderness ratio le/d of 33. 5.0 CONDITIONS OF USE The HardieShingleTM panel, HardiePlankTM (Cemplank® SentryTM and RFC®) lap siding, and HardieShinglJi" 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. 5.3 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) (lap siding 4, 5'/4, 6, 6'/s, 79/4r %, 8, 8'/4, 9'/4, 9'&12 12, 14 feet s/ss Ha�diePtlank Cemplank® lap siding 5%, 6, 6%, 7%, 7'/2, 8, 8'/4, 91/2 & 12 12, 14 feet s/1s RFC® lap siding 6%, 7'/2, 8%, 9'/ & 12 12, 14 feet 5M6 HardieShingleTM panel (square & staggered edge) 48 16 inches '/4 HardieShingleTM panel (half round) 48 16, 19 inches 1/4 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 Resistance Actual Thermal Conductance Actual Thermal Resistance Thickness3 Conductance (Ken) (R) (inch) Ken=(Btu/hr-ft2 °F)/inch R =1/KeH % 1.95 0.51 7.80 0.13 /16 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 tstum-u = r- = umto vvnn -r. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. TABLE 3—PERMEANCE VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness Permeance '(inch) (perms) ,/4 1.75 /1s 1.54 For SI: 1 inch = 25.4 mm, 1 perm = 57 mg/(s•m2•13a), per ASTM E96 MZ1 HardiePlank' La, Siding �/ yOrM me JamesHardie EFFECTIVE APRIL 2009 W INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSO PRODUCTS Visit www.larTleshardle.com for 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 HZ1 OTM PRODUCTS OUTSIDE AN HZ10TM LOCATION WILLVOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well -ventilated area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners a. Best i. Score and snap Ii, Shears (manual, electric or pneumatic) In. Better: I. Dust reducing circular saw equipped with a - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage. James Hardie is not responsible for res P HardieBlade saw blade and HEPA vacuum extraction c. Good: 1. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) NEVER dry sweep — Use wet suppression or HEPA Vacuum damage Caused by improper Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level 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 at www.jameshardle.com to help you determine the most appropriate cutting method for yourjob requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. storage and handling Of the product. GENERAL REQUIREMENTS: • HardiePlank• lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.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 HardieWrap1m 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 or 24" o.c, max. • DO NOT use stain on James Hardie® products. OSB sheathing eu INSTALLATION: JOINT TREATMENT' (Required for ColorPlus" Finish, Recommended for Primed product) r `, James Hardie does not recommend the use of caulk at field buttjoints. _ Figure 2 stud water -resistive barrier joint flashing 318"from ° o plank edge install planks In o m,deratecontact water -resistive fastener m o° ° o o ° Install a 1 1l4" starter strip to Install factory finished edges together at butt joints.UM ° o ensure a consistent plank angle 'For other jointing options, refer to local building code or NER 405 ° ° o 0 "As required by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. leave appropriate gap between ' For additional information on HardieWrap,6" weather Barrier, consult James Hardie at 1-866-4Fiardie or www,hardiewrap.com planks and p11' °'°" `''°'" 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 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 sulggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for culling or, where not feasible, use a HardieBlade saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3j warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with rer applicable government regulations and manufactuinstructions 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 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. summm HSO920-P114 4109 /ry >o At the juncture of the roof and vertical CLEARANCES Maintain a 1 " 2" clearance between surfaces, flashing and counterflashing shall Install siding and trim products in compliance James Hardie products and decking be installed per the roofing manufacturer's with local building code requirements for Maintain a 1" 2" clearance material. instructions. Provide a 1" - 2" clearance clearance between the bottom edge of the between James Hardie` siding and the adjacent finished grade. products and paths, steps Figure 3 stud and driveways water -resistive barrier Figure 4 concrete foundation - I �!6 HardiePlankm \6" min. lap siding Maintain a 1/4" clearance Maintain a minimum 1" gap between the bottom of James between gutter end caps and Hardie products and horizontal siding & trim. flashing. Do not caulk gap. Figure 8 Figure 7 FDonct P siding flashing and end cap FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for all HardiePlank® lap siding products BLIND NAILING fascia 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" HO 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 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • 11ga. roofing nail (0.121" shank 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 1/4" min. ri - 24"Figure 10 Figure 5 siding water resistive I barrier deck material 1"- 2" Jolst shing T edger Figure 9 between the roofing and the bottom edge of the siding and trim. Figure 6 ,l 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. Figure 9, Kickout Flashing$ 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. 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 0.221" HD x 1-1/2" long)* stud Figure 11 O.C. max _ Minimum overlap for Both Face ol'm' and Blind Nailing blind nail I I ° I min. 1 1/4" ° a overlap I I ''''" water -resistive a5;u barrier 24" O.C. max. 1 1/4" min. overlap a I I I I 3/4"-1" _ o Yi face nail I ' Y water -resistive barrier ove ap Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. 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-P2/4 4/09 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). • 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 ® ® do not under drive nails Figure A ED Countersunk, Caulk & add nail Figure B (9 oo NOT STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie® products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed.100% Joint Sealant complying with ASTM C834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet, For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back -rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPluso 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 COLORPLUS11 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 51/4 61/4 (1 So =100 sq.ft.) I (exposure) 4 5 71/4 71/2 8 81/4 91/4 91/2 12 6 6114 6 3/4 7 8 8114 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 NER405, 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 -Family Dwelling Code, the 2003 International 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 223.93-M, 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 4109 ESR-2290 I Most Widely Accepted and Trusted Page 6 of 18 TABLE 5-MAXIMUM WIND SPEED (mph) Product Stud Building Product (in.) Fastener Type Fastening Frame Type' Spacing Height Exposure Category Method Thick. Width B 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 3.62" x 1.375" Metal 16 20 168 168 147 x 0.25" HD Nailed C-stud 40 168 158 137 60 168 147 126 ET & F pin Min. No. 20 ga. x 0-15 168 168 147 HardiePlankTM 5/16 6 0.100" x 1.5" Face 3.62" x 1.375" Metal 16 20 168 168 147 x 0.25" HD Nailed C-stud 40 168 158 137 60 168 147 126 ET & F pin Min. No. 20 ga. x 0-15 168 168 147 TM HardiePlank 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 HardiePlank T 5/16 7/Z 0.100" x 1.5" Face 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 HardiePlankTM 5/16 8 0.100" x 1.5" Face 3.62" x 1.375" Metal 16 20 168 147 126 x 0.25" HD Nailed C-stud 40 168 137 116 60 168 126 105 ET & F pin Min. No. 20 ga. x 0-15 168 147 126 HardiePlankTM 5/16 8%4 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 9% ET & F pin Face Min. No. 20 ga. x 0-15 20 168 168 137 137 116 116 TM HardiePlank 5/16 9, 0.100 x 1.5" Nailed 3.62" x 1.375" Metal 16 40 158 126 105 x 0.25" HD C-stud 60 147 116 105 0-15 145 131 119 ET & F pin Face Min. No. 20 ga. x 20 145 127 116 HardiePlankTM 5/16 12 0.100" x 1.5" Naaile Nailed 3.62" x 1.375" Metal 16 40 139 119 110 x 0.25" HD 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 3.62" x 1.375" Metal 24 20 168 137 116 x 0.25" HD Nailed C-stud 40 158 121 105 60 147 116 100 ET & F pin Min. No. 20 ga. x 0-15 168 137 116 TM HardiePlank 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%4 0.100" x 1.5" Face 3.62" x 1.375" Metal 24 20 168 126 110 x 0.25" HD Nailed C-stud 40 147 121 105 60 137 116 95 7% ET & F pin Face Min. No. 20 ga. x 0-15 20 168 158 116 116 100 95 TM HardiePlank 5/16 7,/ 0.100" x 1.5" Nailed 3.62" x 1.375" Metal 24 40 137 105 89 x 0.25" HD C-stud 60 126 95 89 ET & F pin Min. No. 20 ga. x 0-15 168 116 95 HardiePlankTM 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 HardiePlankTM 5/16 8% 0.100" x 1.5" Face Nailed 3.62" x 1.375" Metal 24 20 158 105 95 x 0.25" HD C-stud 40 137 100 85 60 126 95 85 ^�,.�.; � � t' � ry fir.'`•;, ��,"` �zP �/ � t ESR-2290 I Most Widely Accepted and Trusted Page 8 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) 0-15 168 168 147 HardiePlankTM 5/16 4 6d common 2" Face 2 x 4 wood 16 20 40 168 168 168 158 147 137 long Nailed 60 168 147 137 0-15 168 168 147 HardiePlanlJm 5/16 6 6d common 2" long Face Nailed 2 x 4 wood 16 20 40 168 168 168 158 147 137 60 168 147 131 0-15 168 168 147 HardiePlanlJm 5/16 6% 6d common 2" Face 2 x 4 wood 16 20 40 168 168 168 158 137 137 long Nailed 60 168 1 7-, 131 0-15 168 137 1diePlarikT 5/16 dC7'.-,,6d^comrrion.2" dR5—C@� N��ailed c4 wood ;. �T6 a�7+/Z O 40 168137 168 k9q- 137 along 60 168 137 131 0-15 168 158 126 HardiePlankTM 5/16 8 6d common 2" long Face Nailed 2 x 4 wood 16 20 40 168 168 158 137 126 116 60 168 131 116 0-15 168 158 126 HardiePlankTM 5/16 g/, 6d common 2" long Face Nailed 2 x 4 wood 16 20 40 168 168 147 137 116 116 60 168 126 116 0-15 168 147 121 HardiePlankTM 5l16 9'/4 6d common 2" long Face Nailed 2 x 4 wood 16 20 40 168 158 137 137 116 110 9,/Z 60 137 137 105 0-15 125 113 103 20 125 110 101 HardiePlankTM 5/16 12 6d common 2" long Face Nailed 2 x 4 wood 16 40 120 103 95 60 113 98 91 100 94 - - 0-15 137 126 105 HardiePlankTM 5l16 4 6d common 2" long Face Nailed 2 x 4 wood 24 20 40 137 137 126 116 105 95 60 137 105 95 0-15 137 126 105 20 137 126 105 HardiePlankTM 5/16 6 6d common 2" long Face Nailed 2 x 4 wood 24 40 137 116 95 60 137 105 95 100 116 95 85 0-15 137 126 105 HardiePlankTM 5/16 6'/< 6d common 2" long Face Nailed 2 x 4 wood 24 20 40 137 137 116 110 100 95 60 137 105 95 0-15 137 116 95 HardiePlankTM 5/16 7% 7/Z 6d common 2" long Face Nailed 2 x 4 wood 24 20 40 137 137 110 105 95 89 60 137 100 85 0-15 137 116 95 HardiePlankTM 5/16 8 6d common 2" long Face Nailed 2 x 4 wood 24 20 40 137 126 105 95 85 85 60 121 95 85 0-15 137 110 95 HardiePlankTM 5/16 8% 6d common 2" long Face Nailed 2 x 4 wood 24 20 40 137 126 105 95 89 85 60 121 89 85 0-15 137 105 85 HardiePlankTM 5/16 9% 6d common 2" Face 2 x 4 wood 24 20 137 100 85 9,/2 long Nailed 40 116 95 - 60 116 1 85 - ESR-2290 I Most Widely Accepted and Trusted Page 10 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) No. 8 x 0-15 168 126 105 1-5/8" long x Face Min. No. 20 ga. x 20 168 121 105 HardiePlankTM 5/16 7% 0.323" HD Screwed 3.62" x 1.375" 24 40 147 1 95 ribbed bugle Metal C-stud 60 137 10505 95 head screw No. 8 x 0-15 168 126 105 1-5/8" long x Face Min. No. 20 ga. x 20 168 121 100 HardiePlankTM 5/16 8 0.323" HD Screwed 3.62" x 1.375" 24 40 147 110 95 ribbed bugle Metal C-stud 60 137 105 89 head screw No. 8 x 0-15 168 121 105 1-5/8" long x Face Min. No. 20 ga. x 20 137 1 HardiePlankTM 5/16 8% 0.323" HD Screwed 3.62" x 1.375" 24 40 131 100 5 95 ribbed bugle Metal C-stud 60 131 100 89 head screw No. 8 x 0-15 158 116 95 9'/< 1-5/8" long x Face Min. No. 20 ga. x 20 158 110 95 HardiePlankTM 5/16 9,/2 0.323" HD Screwed 3.62" x 1.375" 24 40 137 100 89 ribbed bugle Metal C-stud 60 126 95 85 head screw No. 11 ga. 0-15 168 168 147 HardiePlankTM 5/16 4 1-114" long Galv. roofing Blind Nailed 2 x 4 wood 16 20 40 168 168 168 147 137 131 Nail 60 168 147 126 No. 11 ga. 0-15 168 168 147 HardiePlankTM 5/16 6 1-1/4" long galv. roofing Blind Nailed 2 x 4 wood 16 20 40 168 168 168 147 137 131 . 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 iNo l ga. 0-15 168 ' 147 i+ 126 HardiePlankTM 5/16 '/4 4zj/4" long (Blind 2 x 4 16 168 ; 4�7 "137- 126 7/Z gal%rroofing Nailed wood 40 168 116 ,ANil 60 168 126 110 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 gaiv. 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 galy. roofing Nailed wood 40 168 130 110 Nail 60 158 121 105 No. 11 ga. 0-15 168 137 116 TM HardiePlank 5/16 91 1-1/4" long Blind 2 x 4 16 20 168 131 110 9,�Z 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 14 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) 0.089" shank 0-15 105 - - HardiePlankTM 5/16 9'/a x 0.221" HD x 2" long Face Nailed 2 x 4 24 20 40 95 85 - - - - 9/ galy. siding 60 85 - - Nail 0.083" shank 0-15 168 116 95 x 0.194" Blind 20 158 110 95 HardiePlankrM 5/16 4 HD x 1'/4" long Nailed 2 x 4 16 40 137 105 89 galv. siding 60 126 100 85 Nail 0.083" shank 0-15 162 147 133 x 0.194' 20 162 143 130 HardiePlankrM 5/16 5'/4 HD x 1 %4" long Blind Nailed 2 x 4 16 40 155 133 123 galv. siding 60 147 127 118 Nail 100 122 108 101 0.083" shank 0-15 168 116 95 x 0.194" Blind 16 20 158 110 95 HardiePlankrM 5/16 6 HD x 1%4" long Nailed 2 x 4 40 137 105 89 galv. siding 60 126 100 85 Nail 0.083" shank 0_15 151 137 125 x 0.194" 20 151' 133 122 HardiePlankTM 5/16 6'/4 HD x 1%4" long Blind Nailed 2 x 4 16 40 145 124 115 galv. siding 60 137 119 111 Nail 100 114 101 94 V.083" shank 0-15 140 127 115 x 0.194" 20 140 123 113 HardiePlankrM 5/16 �� HD 1' long Blind 2 x 4 16 40 134 115 106 gailed 60 127 110 102 NaNi 100 105 93 87 0.083" shank 0-15 137 100 85 HardiePlankTM 5/16 8 x 0.194" HD x 1'/4" long Blind Nailed 2 x 4 16 20 40 131 116 95 89 85 - galy. siding 60 105 85 - Nail 0.083" shank 0-15 127 116 105 x 0.194" 20 127 112 102 TM HardiePlank 5/16 8/4 HD x 1'/+" long Blind Nailed 2 x 4 16 40 122 104 96 galv. siding 60 116 100 93 Nail 100 96 85 80 0.083" shank 0-15 112 101 92 x 0.194" 20 112 98 90 HardiePlankTM 5/16 9,/2 HD x 1 %a' long Blind Nailed 2 x 4 16 40 107 92 85 galv. siding 60 101 88 82 Nail 100 84 74 70 0.083 shank 0-15 137 95 - x 0.194" Blind 20 126 95 - HardiePlankrM 5116 4 HD x 1 %4" long Nailed 2 x 4 24 40 116 85 - galy. siding 60 105 85 - Nail 0.083" shank 0-15 137 95 - HardiePlankTM 5/16 6 x 0.194" HD x 1 %;' long Blind Nailed 2 x 4 24 20 40 126 116 95 85 - - gaiv. siding 60 105 85 - Nail ' � `fL'"dl • f 5k IMES 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—Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.lameshardie.com Chad diercks(o_iameshardie.com EVALUATION SUBJECT: HARDIESHINGLCM PANELS, HARDIEPLANKTM LAP SIDING, AND HARDIESHINGLETM 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 Krildland— 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 specfcally'addressed, nor are they to be construed Fe 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 a_a 0 to airy finding or other matter to this report, or as to any product covered by the report. 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