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583 Selva Lakes Cir RES23-0058 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: CLINE CHRIS 1765 SELVA MARINA DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Mitch Taylor Master Builder, LLC 5730 Sheffield Road Jacksonville FL 32226 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172027 5534 SELVA LAKES UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 583 SELVA LAKES CIR RESIDENTIAL SIDING Replace Siding & Trim $10000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 2 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 4/5/2023 PERMIT NUMBER RES23-0058 ISSUED: 4/5/2023 EXPIRES: 10/2/2023 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $161.86 2 of 2Issued Date: 4/5/2023 PERMIT NUMBER RES23-0058 ISSUED: 4/5/2023 EXPIRES: 10/2/2023 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Replace Siding & Trim RES23-0058 583 SELVA LAKES CIR Mitch Taylor Master Builder, LLC Building Permit Application Updated 10/9/18 Cityof Atlantic Beach Building Department ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904)(247-5826 Email: Building-Dept@coab.us Job Address: 3 St VGt, L•vP' Permit Number: . ge5Z3-OI0S_-4B Legal Description(,z4 , S 1.c J P,6 (43 RE# fa_ca`'7 S 3 Valuation of Work(Replacement Cost)$ r0p0IX) 'Heated/Cooled SF Non-Heated/Cooled Class of Work: New Addition Alteration Lair Move Demo Pool Window/Door Use of existing/proposed structure(s): DCommercial L ential If an existing structure,is a fire sprinkler system installed?: Yes Will tree(s)be removed in association with proposed Droiect?Yes(must submit separate Tree Removal Permit) 11144-6— Describe in detail the type of work to be performed:} epi Tr: AA Florida Product Approval# for multiple products use product approval form Property Owner Information t Name C14 C'_ 19‘cAddressi96etcl&.e_ Dr-- CityCity JA•+Lx,h iz L 12= eState ITL Zip 24)a_3 3 Phone E-Mail j'"C, (' .o_ exar Lek c.C.e v' Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company At1'Ari-,, tjL' " it4 4c. - 6v -i e- Qualifying Agent tIANL-Lit 1GyLrr Address 5730 54.,v-e 1 e-(,,L pi. city State 'i% Zip 32:20.. Office Phone tel`— ,c T el`t Job Site Contact Number State Certification/Registration# 1 r mein-7A E-Maiwre M i inct64-,r't-b. i iter-,.CGetit- Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. 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 the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUI ROPERTY. IF YOU INTEND TO OBTAINFSI r+ CING, CONSULT WITH YOUR LENDER OR AN ORNEY BEFORE RECO ' . O I MMENCEMENT. Signature of Owner or Agent) Sig ature of Co actor) Signed and sworn to(or affirmed)before me this 9L day of Signed and sworn t• (or affirmed)before me this' day of 1c'v. k3 ,by B fcic n , 1 a3 by nature of Nota IrJhwiw VI Iww4y) BRIAN J KOWALSKI 41,;?,, BRIAN J KOWALSKI Zd ,Notary Public-State of Florida Y YPV lll - Notary Public-State of Florida Commission I HH 341941 fJJ Personally Known OR =./Commission # HH 341941 Personally Known OR V0P1p My Commission Expires Produced Identificati• %4;1TT1 My Commission Expiresjj Produced Identification December 15, 2026 mos December 15, 2026 Type of Identification: Type of Identification: G KBO raft'Y- OR BK 19167 PAGE 2463 IN WITNESS WHEREOF,the said Grantor has signed and sealed these presents the day and year first above written. Signed,sealed and delivered in the presence of: tur Christopher T.Cline Luann 13ri)Wn Witness HI Printed Name J tr C ri en 'Gullett, Witness#2 Printed Name STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me by means of e..--)j:hysical presence or( )o ine notarization,this 3Ld day of Aarij,2020 by Christopher T.Cline who( )is personally known to me or(0 has produced Dnvers License as identification.. I SEAL Mary P_blit oubtWOO to. eta$ rota I I Inn Brow n AY {onNo Co Printed Notary Name My Commission Expires: 2 Doc # 2020077949, OR BK 19167 Page 2462, Number Pages: 2, Recorded 04/07/2020 08:57 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $0.70 441:a*"Title America THIS INSTRUMENT PREPARED BY AND RETURN TO: Title America Real Estate Closings 10448 Old Saint Augustine Road Jacksonville, FL 32257 904.262,6400w FILE: T38929 Parcel ID#:172027-5534 SALE PRICE:5100.00 SPACE ABOVE THIS LINE FOR RECORDING DATA WARRANTY DEED TIAs WARRANTY DEED,made the 3rd day of April,2020 by Christopher T. Cline a/k/a Chris Cline, a Married Man, conveying his non-homestead property, whose post office address is 1765 Selva Marina Dr.,Atlantic Beach,FL 32233 herein called the Grantors,to Christopher T.Cline and Barbara L.Cline,Husband and Wife whose post office address is 1765 Selva Marina Dr.,Atlantic Beach,FL 32233,hereinafter called the Grantees: Wherever used herein the terms "Grantor"and "Grantee"include all the parties to this instrument and the heirs, legal representatives and assigns of individuals,and the successors and assigns of corporations) WITNESSETH:That the Grantor, for and in consideration of the sum of TEN AND 00/100'S($10.00) Dollars and other valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells, aliens,remises, releases,conveys and confirms unto the Grantee all that certain land situate in DUVAL County, State of Florida,viz.: Lot 69,Selva Lakes Unit Two,according to plat thereof as recorded in Plat Book 43, Pages 11,11A and 11B of the Current Public Records of Duval County,Florida. Subject to easements,restrictions and reservations of record and taxes for the year 2020 and thereafter. TOGETHER,with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. AND,the Grantor hereby covenants with said Grantees that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land,and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2019. RES23-0058 Permit Number: RES23-0058 Site Address: 583 SELVA LAKES CIR City, State Zip Code: Atlantic Beach, Fl 32233 Applied: 3/21/2023 Approved: Issued: Parent Permit: Parent Project: Applicant: <NONE> Owner: CLINE CHRIS Contractor: <NONE> Description: Replace Siding & Trim Finaled: Status: AWAITING CORRECTIONS Details: LIST OF REVIEWS SENT DATE RETURNED DATE DUE DATE TYPE CONTACT STATUS REMARKS Review Group: AUTO 3/21/2023 3/21/2023 SUBMITTAL COMPLETENESS Vanessa Angers APPROVED Notes: Uploaded 1 attachment 3/21/2023 3/22/2023 4/4/2023 BUILDING Building DENIED Notes: 1. Siding material and its installation goes through plan review in Atlantic Beach, FL. 2. Please submit the product approval # for the siding material to be installed as well as the manufacturer ’s installation instructions and the Evaluation Report associated with the FL# submitted. 3. Please submit the recorded NOC for this project. 4. Resubmittals may generate other plan review comments. 5. The link to the revision/correction form is : http://coab.us/DocumentCenter/View/10495/Revision-Request-Correction-to-Comments-Route-Sheet- v20181017?bidId= 6. The email address to send resubmittals is : Building-dept@coab.us 3/21/2023 3/23/2023 4/4/2023 FLOODPLAIN MANAGEMENT Zoning NOT APPLICABLE TO DEPARTMENT Notes: Printed: Friday, 24 March, 2023 1 of 1 Permit Reviews City of Atlantic Beach Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 s HardiePanel vertical siding w b 3/8 in 2 in moderate contact EFFECTIVE DECEMBER 2019 SMOOTH | CEDARMILL© | STUCCO | SIERRA 8 Visit jameshardiepros.com for the most recent version. HS1236 P1/3 12/19 HardiePanel® Vertical Siding IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) . . GENERAL REQUIREMENTS: • These instructions to be used for single family installations only. **For Commercial / Multi-Family installation requirements go to www.JamesHardieCommercial.com • HardiePanel® vertical siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 in thick OSB sheathing. See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft. • Do not use HardiePanel verticalsiding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on flat vertical wall applications only. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin “Expansion Characteris- tics of James Hardie® Siding Products” at www.jameshardie.com. • James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations above 60 feet, please contact JH technical support. • Minimum standard panel design size is 12" x 16". Note: Panels may be notched and cut to size to fit between windows, doors, corners, etc. INSTALLATION: Fastener Position fasteners 3/8 in from panel edges and no closer than 2 in away from corners. Do not nail into corners. • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge nailing distances. • When screws are used to attach panels to steel studs/furring, the screws shall have wing tips. If screws do not have wing tips, then pre-drilling is required. (Not applicable when using pins) Follow chart below for pre-drilling: SCREW PRE-DRILL HEAD DIAMETER No. 8 7/32 in Min 0.323 in No. 10 1/4 in Min 0.323 in Joint Treatment • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPlus® Finish) (fig. 2). • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Figure 3 Figure 1 heathing Batten Joint Figure 2 “H” Joint (Caulking Joints is not applicable to ColorPlus® Finish) Caulk Joint ater-resistive arrier water-resistive barrier water-resistive barrier 2 x 4 stud water-resistive barrier 2 x 4 stud Figure 4 Recommendation: When installing Sierra 8, provide a double stud at panel joints to avoid *Apply caulk in accordance with caulk manufacturer’s written application instructions. leave appropriate gap between panels, then caulk* nailing through grooves. **James Hardie recommends installing a rainscreen (an air gap) between the HardiePanel siding and the water-resistive barrier as a best practice. James Hardie recommends that you consult your design professional if you have questions regarding the use of rainscreen on your single family project. ¹For additional information on HardieWrap™ Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com 2 x 4 stud water-resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing lower panel water-resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing decorative band board lower panel STORAGE & HANDLING: 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 from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. HardiePanel® Vertical Siding min 4 in. x 4 in. CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Min. 1 in. Figure 4 Horizontal Flashing Min. ¼ in. Do not caulk Figure 5 Kickout Flashing Figure 6 Slabs, Path, Steps to Siding Min. 1 in. Figure 7 Deck to Wall Figure 8 Ground to Siding Figure 9 Gutter to Siding Figure 10 Sheltered Areas Figure 11 Mortar/Masonry Z-Flashing Min. 1 in. Min. 6 in. Z-Flashing Min. ¼ in. 1in. Min. ½ in. Figure 12 Drip Edge Figure 13 Block Penetration (recommended in HZ10) Z-Flashing Min. ¼ in. Do not caulk Figure 14 Valley/Shingle Extension Do not bridge floors with HardiePanel® siding. Horizontal joints should always be created between floors, see below). GENERAL FASTENING REQUIREMENTS Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. 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. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2018 IRC R317.3 or 2018 IBC 2304.10.5 • Consult applicable product evaluation or listing 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). • NOTE: Whenever a structural member is present, HardiePanel® should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. HS1236 P2/3 12/19 As required STAPLES CLIPPED HEAD NAILS AL ALUMINUM FASTENERS DO NOT USE COUNTERSINK & FILL OVER SLANT DRIVE IF, THEN ADDITIONAL NAIL FACE NAIL DO NOT REMOVE & REPLACE HAMMER FLUSH STEEL FRAME WOOD FRAME UNDER DRIVE IF, THEN DO NOT Extend shingles at least 1 in. out from the fascia when gutters are present by IRC code Z-Flashing SNUG FLUSH L-Flashing Z-Flashing Min. ¼ in. HardiePanel® Vertical Siding 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). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. 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. Note: some caulking manufacturers do not allow "tooling". PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating 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. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with a new piece of 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 matchedcaulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. HS1236 P3/3 12/19 WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-1844, HardiePanel® vertical siding is recognized as a suitable alternate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One-and Two-Fami- ly Dwellings and the 2006, 2009, 2012 & 2015 International Building Code. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida Product Approval FL#13223, Miami-Dade County Florida NOA No. 17-0406.06, U.S. Dept. of HUD Materials Release 1263f, 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. © 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Product warranties, safety information and additional installation information are available at jameshardiepros.com DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNING Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 1 of 7 ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code 6-7 AS PRODUCT EVALUATOR, THE UNDERSIGNED Perimeter Supports Field Supports IC-1270-94 Ramtech 0.3125 48 16 6 6 -149 -49.7 IC-1270-94 Ramtech 0.3125 48 16 4 4 -236 -78.7 IC-1271-94 Ramtech 0.3125 48 24 6 6 -94 -31.3 IC-1271-94 Ramtech 0.3125 48 24 4 4 -143 -47.7 10868-97/1475 Ramtech 0.3125 48 16 4 8 -90 -30.0 IC-1054-89 Ramtech 0.25 48 16 6 6 -169.9 -56.6 IC-1055-89 Ramtech 0.25 48 24 6 6 -91.9 -30.6 11149-98/1554d Ramtech 0.3125 48 16 4 8 -170 -56.7 11149-98/1554d Ramtech 0.3125 48 24 4 8 -101 -33.7 3148104COQ-002 Intertek 0.3125 48 16 6 12 -161.3 -53.8 Table 1A - Results of Transverse Load Testing Allowable Design Load1 (PSF) Ultimate Load (PSF)Fastener TypeFrame Type Width (in.) Thickness (in.)Test AgencyReport Number Frame Spacing (in.) 2X4 wood Hem-Fir No. 8, 1 in. long x 0.323 HD ribbed bugle head screw Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 2X4 wood, SG ≥ 0.36 Fastener Spacing (in.) EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, Cempanel® Siding, Prevail™ Panel Siding EVALUATION PURPOSE: REFERENCE REPORTS: TEST RESULTS: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. EVALUATION SCOPE: 6d common 6d common2X4 wood Hem-Fir 2X4 wood Hem-Fir 2X4 wood Hem-Fir 6d common 7/16" OSB over 2X4 wood frame No. 8, 1-5/8 in. long x 0.375" HD ribbed wafer head screw directly to OSB 6d common No. 8, 1 in. long x 0.323 HD ribbed bugle head screw Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud ET&F 0.100 in. knurled shank x 1.5 in. long x 0.25 in. HD pin fastener ET&F 0.100 in. knurled shank x 1.5 in. long x 0.25 in. HD pin fastener 4d ring shank nail, 0.091 in. shank x 0.225 in. HD x 1.5 in. 1.Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2.Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3.Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4.Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 5.Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6.Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7.Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8.Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9.Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10.Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 11.Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12.Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 2 of 7 Table 1A Footnotes: Fastener Type and Spacing / Stud Spacing Shank Dia., D (in.) Fastener Penetration into Framing, P (in.) Load Durtaion Factor Cd Tested Design Pressure (from Table 1A above) (psf) Fastener Tributary Area (ft2) Single Fastener Load, as tested2 (lb.) 6d common at 6" perimater, 6" vertically along studs / 16" oc 0.120 1.688 1.6 49.7 0.667 33.1 6d common at 4" perimater, 4" vertically along studs / 16" oc 0.120 1.688 1.6 78.7 0.444 35.0 6d common at 6" perimater, 6" vertically along studs / 24" oc 0.120 1.688 1.6 31.3 1.000 31.3 6d common at 4" perimater, 4" vertically along studs / 24" oc 0.120 1.688 1.6 47.7 0.667 31.8 4d ring shank nails at 4" perimeter, 8" vertical along studs / 16" oc 0.091 1.188 1.6 30.0 0.889 26.7 No. 8, 1-5/8 in. long x 0.375" HD ribbed wafer head screw 0.164 0.438 1.6 56.6 0.667 37.8 (1) The adjusted fastener load (W') is calculated using the following equations in NDS-2018: Equ. 12.2-5 (deformed shank nails): W' = 1800 x G2 x D x P x Cd Equ. 12.2-3 (smooth shank nails): W' = 1380 x G2.5 x D x P x Cd Equ. 12.2-2 (wood screws): W' = 2850 x G2 x D x P x Cd where Cd = 1.6 for wind and earthquake (2) Fastener load as tested is determined by multiplying the the design pressure by the fastener tributary area. (3) If fastener load as tested exceeds W', the allowable design load is adjusted as follows: Adjusted Design Load = W'/Fastener Tributary Area Perimeter Supports Field Supports IC-1273-94 Ramtech 0.3125 48 16 6 6 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 16 4 4 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 24 6 6 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 24 4 4 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 16 4 8 595.4 198.5 IC-1057-89 Ramtech 0.25 48 16 & 24 6 6 123.8 123.8 11284-99/1580 Ramtech 0.3125 48 16 4 8 153.4 153.4 11284-99/1580 Ramtech 0.3125 48 24 4 8 132.5 132.5 6d common 3. In the steel framed assemblies the ultimate load values as noted are based on the average load at 1/8 inch net deflection limitation. 2. The maximum height-to-length ratio for construction in this Table is 2:1. Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 6d common 6d common 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 54.2 54.2 54.2 No 0.43 0.43 0.43 0.36 No No No No Adjustment No Adjustment No Adjustment No Adjustment 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long ring shank nail ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw Report Number Test Agency 2X4 wood Hem-Fir ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 2X4 wood, SG ≥ 0.36 2X4 wood Hem-Fir 2X4 wood Hem-Fir 6d common The fastener load as tested based on the allowable design loads in Table 1A above are verified to not exceed the NDS-2018 calculated allowable fastener withdrawal load as summarized in Table 1B below: Table 1B - Fastener Load Analysis DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity (wind load capacity) is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (approved October 2018). The allowable/design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5-1A, 26.5-1B, and 26.5-1C) and ASCE 7-16 (Figures 26.5-1A to -1D, 25.5-2A to -2D), or the figures in the building code as applicable. Table 1C - Allowable Panel Racking Shear Load 1, 2 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. Thickness (in.) Width (in.) 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. Ultimate Load3 (plf) Allowable Load3 (plf) NDS Adjusted Withdrawal Capacity1 W' (lb.) 54.2 40.3 Frame Type Frame Spacing (in.)Fastener Type Adjusted Design Pressure3 (psf) Wood Framing Specific Gravity, G4 Fastener Load @ Design Pressure Exceeds W' (Yes/No) No0.43 No Adjustment 2X4 wood Hem-Fir 0.50 81.8 No No Adjustment Fastener Spacing (in.) Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 3 of 7 Equation 1,qz=0.00256*Kz*Kzt*Kd*V2 {ref. ASCE 7-10 Eq. 30.3-1} qz=0.00256*Kz*Kzt*Kd*KeV2 {ref. ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor, permitted to take Ke = 1.0 V ASCE 7-10 Figures 26.5-1A, B, or C ASCE 7-16 Figures 26.5-1A, B, or 26.5-2A, B,C or D 2018 IBC Figures 1609.3(1) - 1609.3(8)Equation 2, V=Vult Vult Equation 3,p=qh*(GCp-GCpi)h <= 60 ft {ref. ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute qh into Equation 3, Equation 4,p=0.00256*Kz*Kzt*Kd*Ke*V2*(GCp-GCpi){ref. 2015 and 2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult 2*(GCp-GCpi){ref. 2017 and 2020 FBC} Equation 5,0.6D + 0.6W {ref. ASCE 7-10 and ASCE 7-16 section 2.4.1, load combination 7} D , dead load W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6,pasd = 0.6*[p] Equation 7,pasd = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] Equation 7 is used to populate Table 4, 5, and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for V ult , Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2015 IBC, 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2018 IBC Eq. 16-33} Vasd , Nominal design wind speed (3-second gust, mph) V , Basic design wind speed (3-second gust, mph) Wall Zone 5 Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 0.57 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.25 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 , basic wind speed (3-second gust MPH) as determined from: , ultimate design wind speeds (3-second gust MPH) determined from 2017 FBC Figures 1609.3(1) - 1609.3(3); 2020 FBC Figures 1690.3(1) - 1609.3(4) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, Height (ft) Kz Table 2, Coefficients and Constants used in Determining V and p, The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 4 of 7 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Exposure D Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Exposure B Exposure C Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 5 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 185 168 153 144 130 118 -49.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 185 164 149 144 127 116 -49.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 185 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 185 157 144 144 121 112 -49.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 178 152 140 138 118 109 -49.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 175 150 139 136 116 108 -49.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 172 149 138 134 115 107 -49.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 139 123 116 108 96 90 -49.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 233 206 188 181 159 146 -78.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 233 201 185 181 156 143 -78.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 224 191 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 220 189 175 171 147 136 -78.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 217 187 173 168 145 134 -78.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 214 185 172 166 144 133 -78.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 147 134 121 114 104 94 -31.3 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 147 130 119 114 101 92 -31.3 0.7 0.9 1.08 1 0.9 -1 0.2 25 147 127 116 114 98 90 -31.3 0.7 0.94 1.12 1 0.9 -1 0.2 30 147 124 114 114 96 89 -31.3 0.7 0.98 1.16 1 0.9 -1 0.2 35 144 123 113 112 95 88 -31.3 0.73 1.01 1.19 1 0.9 -1 0.2 40 141 121 112 110 94 86 -31.3 0.76 1.04 1.22 1 0.9 -1 0.2 45 139 119 110 108 93 86 -31.3 0.79 1.07 1.25 1 0.9 -1 0.2 50 137 118 -106 91 --31.3 0.81 1.09 1.27 1 0.9 -1 0.2 55 135 117 -105 91 --31.3 0.83 1.11 1.29 1 0.9 -1 0.2 60 134 116 -104 90 --31.3 0.85 1.13 1.31 1 0.9 -1 0.2 100 111 --86 ---31.3 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 182 165 150 141 128 116 -47.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 182 160 146 141 124 113 -47.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 182 157 144 141 121 111 -47.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 182 154 141 141 119 109 -47.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 178 151 139 138 117 108 -47.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 174 149 138 135 115 107 -47.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 172 147 136 133 114 106 -47.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 169 146 135 131 113 104 -47.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 167 144 134 129 112 104 -47.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 165 143 133 128 111 103 -47.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 136 121 114 106 94 88 -47.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 144 131 119 112 101 92 -30.0 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 144 127 116 112 98 90 -30.0 0.7 0.9 1.08 1 0.9 -1 0.2 25 144 124 114 112 96 88 -30.0 0.7 0.94 1.12 1 0.9 -1 0.2 30 144 122 112 112 94 87 -30.0 0.7 0.98 1.16 1 0.9 -1 0.2 35 141 120 111 109 93 86 -30.0 0.73 1.01 1.19 1 0.9 -1 0.2 40 138 118 -107 92 --30.0 0.76 1.04 1.22 1 0.9 -1 0.2 45 136 117 -105 91 --30.0 0.79 1.07 1.25 1 0.9 -1 0.2 50 134 116 -104 89 --30.0 0.81 1.09 1.27 1 0.9 -1 0.2 55 132 114 -103 89 --30.0 0.83 1.11 1.29 1 0.9 -1 0.2 60 131 113 -101 88 --30.0 0.85 1.13 1.31 1 0.9 -1 0.2 100 -------30.0 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 6d common 4 2X4 wood Hem-Fir 16HardiePanel® 2X4 wood Hem-FirHardiePanel®6 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long ring shank nail 5/16 48 6d common HardiePanel®5/16 48 HardiePanel®5/16 48 5/16 48 6d common HardiePanel®5/16 48 6d common 4 2X4 wood Hem-Fir 2X4 wood Hem-Fir 4 edge 8 field 2X4 wood SG≥0.36 6 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 24 16 16 24 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 6 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 2X4 wood Hem-FirHardiePanel®66d common5/16 48 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 16 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category 0-15 198 180 163 153 139 126 -56.6 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 198 175 159 153 135 123 -56.6 0.7 0.9 1.08 1 0.9 -1 0.2 25 198 171 157 153 132 121 -56.6 0.7 0.94 1.12 1 0.9 -1 0.2 30 198 167 154 153 130 119 -56.6 0.7 0.98 1.16 1 0.9 -1 0.2 35 194 165 152 150 128 118 -56.6 0.73 1.01 1.19 1 0.9 -1 0.2 40 190 162 150 147 126 116 -56.6 0.76 1.04 1.22 1 0.9 -1 0.2 45 187 161 148 145 124 115 -56.6 0.79 1.07 1.25 1 0.9 -1 0.2 50 184 159 147 143 123 114 -56.6 0.81 1.09 1.27 1 0.9 -1 0.2 55 182 157 146 141 122 113 -56.6 0.83 1.11 1.29 1 0.9 -1 0.2 60 180 156 145 139 121 112 -56.6 0.85 1.13 1.31 1 0.9 -1 0.2 100 149 132 124 115 102 96 -56.6 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 146 132 120 113 102 93 -30.6 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 146 128 117 113 99 91 -30.6 0.7 0.9 1.08 1 0.9 -1 0.2 25 146 126 115 113 97 89 -30.6 0.7 0.94 1.12 1 0.9 -1 0.2 30 146 123 113 113 95 88 -30.6 0.7 0.98 1.16 1 0.9 -1 0.2 35 143 121 112 110 94 87 -30.6 0.73 1.01 1.19 1 0.9 -1 0.2 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.22 1 0.9 -1 0.2 45 138 118 -107 91 --30.6 0.79 1.07 1.25 1 0.9 -1 0.2 50 135 117 -105 90 --30.6 0.81 1.09 1.27 1 0.9 -1 0.2 55 134 116 -104 90 --30.6 0.83 1.11 1.29 1 0.9 -1 0.2 60 132 115 -102 89 --30.6 0.85 1.13 1.31 1 0.9 -1 0.2 100 -------30.6 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 198 180 163 153 139 126 -56.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 198 175 159 153 135 124 -56.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 198 171 157 153 132 121 -56.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 198 167 154 153 130 119 -56.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 194 165 152 150 128 118 -56.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 190 163 150 147 126 116 -56.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 187 161 149 145 124 115 -56.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 184 159 147 143 123 114 -56.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 182 157 146 141 122 113 -56.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 180 156 145 139 121 112 -56.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 149 132 124 115 102 96 -56.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 153 139 126 118 107 98 -33.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 153 135 123 118 104 95 -33.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 153 132 121 118 102 94 -33.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 153 129 119 118 100 92 -33.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 150 127 117 116 98 91 -33.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 147 125 116 114 97 90 -33.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 144 124 114 112 96 89 -33.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 142 122 113 110 95 88 -33.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 140 121 112 109 94 87 -33.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 139 120 112 107 93 86 -33.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 115 --89 ---33.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 HardiePanel®5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener2 4 edge 8 field Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud HardiePanel®1/4 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw2 6 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud 16 16 24 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud HardiePanel®5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener2 4 edge 8 field Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw2 HardiePanel®1/4 48 6 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud 24 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 7 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 2X4 wood Hem-FirHardiePanel®66d common5/16 48 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 16 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category 0-15 193 175 159 149 136 123 -53.8 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 193 170 155 149 132 120 -53.8 0.7 0.9 1.08 1 0.9 -1 0.2 25 193 167 153 149 129 118 -53.8 0.7 0.94 1.12 1 0.9 -1 0.2 30 193 163 150 149 126 116 -53.8 0.7 0.98 1.16 1 0.9 -1 0.2 35 189 161 148 146 124 115 -53.8 0.73 1.01 1.19 1 0.9 -1 0.2 40 185 158 146 143 123 113 -53.8 0.76 1.04 1.22 1 0.9 -1 0.2 45 182 156 145 141 121 112 -53.8 0.79 1.07 1.25 1 0.9 -1 0.2 50 179 155 143 139 120 111 -53.8 0.81 1.09 1.27 1 0.9 -1 0.2 55 177 153 142 137 119 110 -53.8 0.83 1.11 1.29 1 0.9 -1 0.2 60 175 152 141 136 118 109 -53.8 0.85 1.13 1.31 1 0.9 -1 0.2 100 145 128 121 112 100 93 -53.8 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 1. Installation must be in accordance with siding manufacturer's instructions. 2. Screws must penetrate steel framing at minimum 3 full threads. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.5 10. Attachment of wood structural panel (WSP) sheathing to framing is the responsibility of an engineer and must be designed to resist the required wind loads noted in this table.9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.7 LIMITATIONS OF USE: 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). Linear interpolation of building height (≤ 60 ft) and wind speed is permitted. 4. Vasd = nominal design wind speed 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 2) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. HardiePanel®5/16 48 No. 8, 1- 5/8 in. long x 0.375" HD ribbed wafer head screw 6" vert. 12" horiz. 7/16" WSP sheathing over 2x4 wood framing10 16 TECHNICAL DATA SHEET James Hardie Siding Products are noncombustible fiber-cement siding, manufactured by James Hardie Building Products Inc. Siding Product Dimensions Siding Product Composition James Hardie siding products are a Grade II, Type A, fiber-cement flat sheet as defined by ASTM C 1186. The siding is manufactured by the Hatschek process and cured by high pressure steam autoclaving. Siding Code Compliance James Hardie Siding Products comply with: • The 2009, 2012, and 2015 International Building Code® (IBC) Section 1404.10, 2018, and 2021 International Building Code® (IBC) Section 1403.10 and 2009, 2012, 2015, 2018 and 2021 International Residential Code® (IRC) Table R703.3(1) and Section R703.10 as ASTM C 1186 Grade II, Type A Fiber Cement. Wind Design: • Design Tables 2, 3 and 4 as shown in this report provide the allowable capacity in mph for transverse load conditions for HardiePlank lap siding, HardiePanel Vertical Siding and HardieShingle Panel Siding respectively attached to wood framing, metal framing and 7/16 inch Wood Structural Panel (tested to ASTM E 330). Fire Characteristics: • James Hardie Siding Products are classified as noncombustible when tested in accordance with ASTM E136. • James Hardie Siding Products may be used in ASTM E119 fire resistance rated assemblies as listed by Warnock Hersey 60 minute design JH/FCS 60-01, JH/FCS 60-02, JH/FCS 60-03, and JH/FCS 60-04. •James Hardie Siding Products are Class A material according to 2006, 2009, 2012, and 2015 IBC Section 803.1.1 and 2018, 2021 IBC Section 803.1.2. Surface burning characteristics in accordance with ASTM E 8 4: Flame Spread Index = 0 and Smoke Developed Index ≤ 5. • The building official reserves the right to approve alternate materials, design and methods of construction based on research reports and/or tests based on 2006, 2009, 2012, 2015, 2018, and 2021 IBC Section 104.11, 2006, 2009, 2012, 2015, 2018, and 2021 IRC Section R104.11. • Test reports can be furnished to the building official upon request, contact your local James Hardie sales representative. • For more information, contact James Hardie at 1-888 J-HARDIE (1-888 542-7343) or info@JamesHardie.com). Effective March 2021 Lap Siding – Thickness – 5/16 inch Length – 12 feet Width – Available in 5 ¼, 6 ¼, 7 ¼, 7 ½, 8 ¼, or 9 ¼ inches Panel Siding – Thickness – 5/16 inch Length – 8, 9 & 10 feet Width – 4 feet Shingle Panel Siding – Thickness – 1/4 inch Length – 48 inches Width – 15 ¼ inches All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Attachments for Projects 60 – 85ft. Page 1 of 10 Document Scope This document applies to HardiePlank® Lap Siding, CemPlank® lap siding, Prevail® lap siding, HardiePanel® Vertical Siding, CemPanel® Siding, Prevail® Panel and HardieShingle® Panel Siding. The attachment details listed in this document are limited to buildings not exceeding 85 feet in mean roof height. Table 1, James Hardie Siding Products ASTM C 1186 Physical Properties and Supplementary Requirements Siding Installation Requirements •James Hardie Siding Products shall be installed on exterior walls braced in accordance with the applicable building code. • A water-resistive barrier complying with Section 1403.2 of the IBC or Section R703.2 of the IRC is required to be installed. •Install siding in accordance with this report and the James Hardie’s published installation requirements. For a copy contact your local James Hardie sales representative or visit www.JamesHardiePros.com. Siding General Description TECHNICAL DATA SHEET Page 2 of 10 Table 2, Wind Design Table for HardiePlank lap siding Effective March 2021 All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Attachments for Projects 60 – 85ft. THICK. WIDTH ASD LFRD  (Ultimate) HardiePlank®  5/16 5 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐63.9 ‐106.5 HardiePlank®  5/16 6 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐51.1 ‐85.2 HardiePlank®  5/16 7 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐42.6 ‐71.0 HardiePlank®  5/16 7 1/2 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐40.9 ‐68.2 HardiePlank®  5/16 8 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐37.9 ‐63.1 HardiePlank®  5/16 8 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐36.5 ‐60.9 HardiePlank®  5/16 9 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐32.0 ‐53.3 HardiePlank®  5/16 9 1/2 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 16 ‐31.0 ‐51.6 HardiePlank®  5/16 5 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐42.6 ‐71.0 HardiePlank®  5/16 6 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐34.1 ‐56.8 HardiePlank®  5/16 7 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐28.4 ‐47.3 HardiePlank®  5/16 7 1/2 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐27.3 ‐45.4 HardiePlank®  5/16 8 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐25.2 ‐42.1 HardiePlank®  5/16 8 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐24.3 ‐40.6 HardiePlank®  5/16 9 1/4 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐21.3 ‐35.5 HardiePlank®  5/16 9 1/2 No. 11 gauge, 1.25" long  roofing nail Blind Nailed 2X4 wood 24 ‐20.7 ‐34.4 HardiePlank®  5/16 5 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐98.0 ‐163.3 HardiePlank®  5/16 6 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐78.4 ‐130.6 HardiePlank®  5/16 7 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐65.3 ‐108.9 HardiePlank®  5/16 7 1/2 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐62.7 ‐104.5 HardiePlank®  5/16 8 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐58.1 ‐96.8 HardiePlank®  5/16 8 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐56.0 ‐93.3 HardiePlank®  5/16 9 1/4 No. 11 gauge, 1.75" long  roof ing nail Blind Nailed 2X4 wood 16 ‐49.0 ‐81.7 HardiePlank®  5/16 9 1/2 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 16 ‐47.5 ‐79.2 PRESSURE  (psf)FASTENING  METHOD2 FRAME TYPE1,7 STUD SPACING  (IN.) PRODUCT  DIMENSION (IN.)PRODUCT FASTENER TYPE3,10 TECHNICAL DATA SHEET Page 3 of 10 Table 2, Wind Design Table for HardiePlank lap siding Effective March 2021 All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Attachments for Projects 60 – 85ft. THICK. WIDTH ASD LFRD  (Ultimate) HardiePlank®  5/16 5 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐65.3 ‐108.9 HardiePlank®  5/16 6 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐52.3 ‐87.1 HardiePlank®  5/16 7 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐43.5 ‐72.6 HardiePlank®  5/16 7 1/2 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐41.8 ‐69.7 HardiePlank®  5/16 8 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐38.7 ‐64.5 HardiePlank®  5/16 8 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐37.3 ‐62.2 HardiePlank®  5/16 9 1/4 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐32.7 ‐54.4 HardiePlank®  5/16 9 1/2 No. 11 gauge, 1.75" long  roofing nail Blind Nailed 2X4 wood 24 ‐31.7 ‐52.8 HardiePlank®  5/16 5 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐47.9 ‐79.8 HardiePlank®  5/16 6 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐38.3 ‐63.8 HardiePlank®  5/16 7 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐31.9 ‐53.2 HardiePlank®  5/16 7 1/2 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐30.7 ‐51.2 HardiePlank®  5/16 8 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐28.4 ‐47.3 HardiePlank®  5/16 8 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐27.4 ‐45.7 HardiePlank®  5/16 9 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐24.0 ‐40.0 HardiePlank®  5/16 9 1/2 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 16 ‐23.2 ‐38.7 HardiePlank®  5/16 5 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 24 ‐31.9 ‐53.2 HardiePlank®  5/16 6 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 24 ‐25.6 ‐42.7 HardiePlank®  5/16 7 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 24 ‐21.3 ‐35.5 HardiePlank®  5/16 7 1/2 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 24 ‐20.4 ‐34.0 HardiePlank®  5/16 8 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 24 ‐18.9 ‐31.5 HardiePlank®  5/16 8 1/4 8d siding nail, 0.93 in x 0.222 in  HD x 2.5 in long Blind Nailed 2 x 4 wood 24 ‐18.3 ‐30.5 HardiePlank®  5/16 ≤8 1/4 8d siding nail, 0.92 in x 0.222 in  HD x 2.5 in long Face Nailed 2 x 4 wood 16 ‐55.3 ‐92.2 HardiePlank®  5/16 9 1/4 8d siding nail, 0.92 in x 0.222 in  HD x 2.5 in long Face  Nailed 2 x 4 wood 16 ‐48.4 ‐80.7 PRESSURE  (psf)FASTENING  METHOD2 FRAME TYPE1,7 STUD SPACING  (IN.) PRODUCT  DIMENSION (IN.)PRODUCT FASTENER TYPE3,10 TECHNICAL DATA SHEET Page 4 of 10 Table 2, Wind Design Table for HardiePlank lap siding All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Effective March 2021 Attachments for Projects 60 – 85ft. THICK. WIDTH ASD LFRD  (Ultimate) HardiePlank®  5/16 9 1/2 8d siding nail, 0.92 in x 0.222 in  HD x 2.5 in long Face  Nailed 2 x 4 wood 16 ‐46.9 ‐78.2 HardiePlank®  5/16 12 8d siding nail, 0.92 in x 0.222 in  HD x 2.5 in long Face  Nailed 2 x 4 wood 16 ‐36.0 ‐60.0 HardiePlank®  5/16 ≤8 1/4 8d  ring shank box nail, 0.113"  shank X 0.260" HD X 2.375" L Face Nailed 2 x 4 wood6 16 ‐98.7 ‐164.5 HardiePlank®  5/16 ≤8 1/4 8d ring shank box nail, 0.113"  shank X 0.260" HD X 2.375" L Face Nailed 2 x 4 wood6 24 ‐65.8 ‐109.7 HardiePlank®  5/16 ≤8 1/4 0.092" shank X 0.222" HD X 2.5"  long galv. nail Face Nailed 2 x 4 wood6 16 ‐84.3 ‐140.5 HardiePlank®  5/16 5 1/4 6d common Face  Nailed 2X4 wood 16 ‐88.2 ‐147.0 HardiePlank®  5/16 6 1/4 6d common Face  Nailed 2X4 wood 16 ‐70.6 ‐117.7 HardiePlank®  5/16 7 1/4 6d common Face  Nailed 2X4 wood 16 ‐58.8 ‐98.0 HardiePlank®  5/16 7 1/2 6d common Face  Nailed 2X4 wood 16 ‐56.5 ‐94.1 HardiePlank®  5/16 8 6d common Face  Nailed 2X4 wood 16 ‐52.3 ‐87.2 HardiePlank®  5/16 8 1/4 6d common Face  Nailed 2X4 wood 16 ‐50.4 ‐84.0 HardiePlank®  5/16 9 1/4 6d common Face  Nailed 2X4 wood 16 ‐44.1 ‐73.5 HardiePlank®  5/16 9 1/2 6d common Face  Nailed 2X4 wood 16 ‐42.8 ‐71.3 HardiePlank®  5/16 5 1/4 6d common Face  Nailed 2X4 wood 24 ‐58.8 ‐98.0 HardiePlank®  5/16 6 1/4 6d common Face  Nailed 2X4 wood 24 ‐47.1 ‐78.4 HardiePlank®  5/16 7 1/4 6d common Face  Nailed 2X4 wood 24 ‐39.2 ‐65.4 HardiePlank®  5/16 7 1/2 6d common Face  Nailed 2X4 wood 24 ‐37.7 ‐62.8 HardiePlank®  5/16 8 6d common Face  Nailed 2X4 wood 24 ‐34.9 ‐58.1 HardiePlank®  5/16 8 1/4 6d common Face  Nailed 2X4 wood 24 ‐33.6 ‐56.0 HardiePlank®  5/16 9 1/4 6d common Face  Nailed 2X4 wood 24 ‐29.4 ‐49.0 HardiePlank®  5/16 9 1/2 6d common Face  Nailed 2X4 wood 24 ‐28.5 ‐47.5 HardiePlank®  5/16 5 1/4 8d common Face  Nailed 2X4 wood 16 ‐136.8 ‐228.0 HardiePlank®  5/16 6 1/4 8d common Face  Nailed 2X4 wood 16 ‐109.5 ‐182.4 HardiePlank®  5/16 7 1/4 8d common Face  Nailed 2X4 wood 16 ‐91.2 ‐152.0 PRESSURE  (psf)FASTENING  METHOD2 FRAME TYPE1,7 STUD SPACING  (IN.) PRODUCT  DIMENSION (IN.)PRODUCT FASTENER TYPE3,10 TECHNICAL DATA SHEET Page 5 of 10 Table 2, Wind Design Table for HardiePlank lap siding All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Effective March 2021 Attachments for Projects 60 – 85ft. THICK. WIDTH ASD LFRD  (Ultimate) HardiePlank®  5/16 7 1/2 8d common Face  Nailed 2X4 wood 16 ‐87.6 ‐145.9 HardiePlank®  5/16 8 8d common Face  Nailed 2X4 wood 16 ‐81.1 ‐135.1 HardiePlank®  5/16 8 1/4 8d common Face  Nailed 2X4 wood 16 ‐78.2 ‐130.3 HardiePlank®  5/16 9 1/4 8d common Face  Nailed 2X4 wood 16 ‐68.4 ‐114.0 HardiePlank®  5/16 9 1/2 8d  common Face  Nailed 2X4 wood 16 ‐66.3 ‐110.6 HardiePlank®  5/16 5 1/4 8d  common Face  Nailed 2X4 wood 24 ‐91.2 ‐152.0 HardiePlank®  5/16 6 1/4 8d  common Face  Nailed 2X4 wood 24 ‐73.0 ‐121.6 HardiePlank®  5/16 7 1/4 8d common Face  Nailed 2X4 wood 24 ‐60.8 ‐101.4 HardiePlank®  5/16 7 1/2 8d common Face  Nailed 2X4 wood 24 ‐58.4 ‐97.3 HardiePlank®  5/16 8 8d common Face  Nailed 2X4 wood 24 ‐54.1 ‐90.1 HardiePlank®  5/16 8 1/4 8d common Face  Nailed 2X4 wood 24 ‐52.1 ‐86.9 HardiePlank®  5/16 9 1/4 8d common Face  Nailed 2X4 wood 24 ‐45.6 ‐76.0 HardiePlank®  5/16 9 1/2 8d common Face  Nailed 2X4 wood 24 ‐44.2 ‐73.7 HardiePlank®  5/16 5 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 12  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP  attached per code ‐103.5 ‐172.5 HardiePlank®  5/16 6 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 12  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP  attached per code ‐80.6 ‐134.3 HardiePlank®  5/16 7 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 12  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP  attached per code ‐65.3 ‐108.8 HardiePlank®  5/16 8 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 12  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP  attached per code ‐54.4 ‐90.7 HardiePlank®  5/16 9 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 12  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP  attached per code ‐46.3 ‐77.2 HardiePlank®  5/16 ≤8 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 8  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP   attached per code ‐50.7 ‐84.5 HardiePlank®  5/16 ≤8 1/4 No. 8 X 1‐ 5/8" long X 0.375" HD  ribbed wafer head screw5 Blind Screwed at 6  in on center Attached to 7/16" wood structural  panel sheathing only 7/16" WSP   attached per code ‐66.0 ‐110.0 HardiePlank®  5/16 5 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Blind Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 16 ‐37.3 ‐62.2 HardiePlank®  5/16 6 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Blind Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐29.9 ‐49.8 HardiePlank®  5/16 7 1/4 or 7  1/2  ET&F pin 0.100” x 1.5" x 0.25"  HD   Blind Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐23.9 ‐39.8 HardiePlank®  5/16 8   ET&F pin 0.100” x 1.5" x 0.313"  HD   Blind Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 16 ‐22.1 ‐36.8 PRESSURE  (psf)FASTENING  METHOD2 FRAME TYPE1,7 STUD SPACING  (IN.) PRODUCT  DIMENSION (IN.)PRODUCT FASTENER TYPE3,10 TECHNICAL DATA SHEET Page 6 of 10 Table 2, Wind Design Table for HardiePlank lap siding All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Effective March 2021 Attachments for Projects 60 – 85ft. THICK. WIDTH ASD LFRD  (Ultimate) HardiePlank®  5/16 8 1/4   ET&F pin 0.100” x 1.5" x 0.313"  HD   Blind Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 16 ‐21.3 ‐35.5 HardiePlank®  5/16 5 1/4   ET&F pin 0.100” x 1.5" x 0.313"  HD   Blind Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 24 ‐29.7 ‐49.5 HardiePlank®  5/16 6 1/4   ET&F pin 0.100” x 1.5" x 0.313"  HD   Blind Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 24 ‐23.3 ‐38.8 HardiePlank®  5/16 7 1/4 or 7  1/2   ET&F pin 0.100” x 1.5" x 0.313"  HD   Blind Nailed Min. No. 20 ga. x 3.62" x 1.375"  Me t al  C‐stud 24 ‐18.7 ‐31.2 HardiePlank®  5/16 6 1/4 No 8 x  1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐93.1 ‐155.2 HardiePlank®  5/16 7 1/4 or 7  1/2 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐74.5 ‐124.2 HardiePlank®  5/16 8 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐68.9 ‐114.8 HardiePlank®  5/16 8 1/4 No 8 x  1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐66.5 ‐110.8 HardiePlank®  5/16 9 1/4 or 9  1/2 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Mi n . No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐56.4 ‐94.0 HardiePlank®  5/16 5 1/4 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐77.6 ‐129.3 HardiePlank®  5/16 6 1/4 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐62.0 ‐103.3 HardiePlank®  5/16 7 1/4 or 7  1/2 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Me t al  C‐stud 24 ‐49.6 ‐82.7 HardiePlank®  5/16 8 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐46.0 ‐76.7 HardiePlank®  5/16 8 1/4 No 8 x 1‐5/8 in long x 0.375 in  HD ri bbed waferhead screw Blind Screwed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 24 ‐44.3 ‐73.8 HardiePlank®  5/16 9 1/4 or 9  1/2 No 8 x 1‐5/8 in long x 0.375 in  HD ribbed waferhead screw Blind Screwed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐37.6 ‐62.7 HardiePlank®  5/16 5 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face  Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 16 ‐132.1 ‐220.2 HardiePlank®  5/16 6 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face  Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 16 ‐105.7 ‐176.2 HardiePlank®  5/16 7 1/4 or 7  1/2  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐84.5 ‐140.8 HardiePlank®  5/16 8  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐78.3 ‐130.5 HardiePlank®  5/16 8 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐75.5 ‐125.8 HardiePlank®  5/16 9 1/4 or 9  1/2  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Me tal  C‐stud 16 ‐64.0 ‐106.7 HardiePlank®  5/16 12  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 16 ‐50.3 ‐83.8 HardiePlank®  5/16 5 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Met al  C‐stud 24 ‐72.1 ‐120.2 HardiePlank®  5/16 6 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐57.7 ‐96.2 PRESSURE  (psf)FASTENING  METHOD2 FRAME TYPE1,7 STUD SPACING  (IN.) PRODUCT  DIMENSION (IN.)PRODUCT FASTENER TYPE3,10 TECHNICAL DATA SHEET All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Effective March 2021 Table 2, Wind Design Table for HardiePlank lap siding Page 7 of 10 Attachments for Projects 60 – 85ft. THICK. WIDTH ASD LFRD  (Ultimate) HardiePlank®  5/16 7 1/4 or 7  1/2  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐46.1 ‐76.8 HardiePlank®  5/16 8  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Me t a l  C‐stud 24 ‐42.7 ‐71.2 HardiePlank®  5/16 8 1/4  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face  Nailed Min. No. 20 ga. x 3.62" x 1.375"  Metal  C‐stud 24 ‐41.2 ‐68.7 HardiePlank®  5/16 9 1/4 or 9  1/2  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x 3.62" x 1.375"  Me tal  C‐stud 24 ‐35.0 ‐58.3 HardiePlank®  5/16 12  ET&F pin 0.100” x 1.5" x 0.25"  HD   Face Nailed Min. No. 20 ga. x  3.62" x 1.375"  Metal  C‐stud 24 ‐27.0 ‐45.0 1Values  are for species of wood having a  specific gravity of 0.42 or greater, unless  otherwise noted.  2Face = Fastened through  the overlapping plank. Blind = Fastened through the top edge of single plank.  3ET&F pin fasteners  have knurled shanks.   4Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least ¼” for nails or 3 full  threads  for screws.   5Values  are for species of wood having a  specific gravity of 0.50 or greater.  6Values  are for species of wood having a  specific gravity of 0.40 or greater.  7Metal  studs must be minimum Fy = 33 ksi.  82015 and 2012 IBC Section 1609.3.1, Eqn. 16‐33,  Vasd=Vult √0.6 92021 IBC Section 1609.3.1, Eqn. 16‐17 and 2018 IBC Section 1609.3.1, Eqn. 16‐33,   Vasd  =  √0.6 10Smooth‐shank  nails  are outside of the scope of this  report  PRESSURE  (psf)FASTENING  METHOD2 FRAME TYPE1,7 STUD SPACING  (IN.) PRODUCT  DIMENSION (IN.)PRODUCT FASTENER TYPE3,10 TECHNICAL DATA SHEET All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Attachments for Projects 60 – 85ft. Effective March 2021 Page 8 of 10 Table 3, Wind Design Table for HardiePanel vertical siding ASD LFRD  (Ultimate) HardiePanel 5/16 0.091‐in. shank x .225‐in HD x  1½‐in. long ring shank nail 4 edge,8 field 2 x  4 wood2 16 ‐30.0 ‐50.0 HardiePanel 5/16 6d common, 2 in. long 4 2 x  4 wood2 16 ‐78.7 ‐131.2 HardiePanel 5/16 6d common, 2 in. long 4 2 x  4 wood2 24 ‐47.7 ‐79.5 HardiePanel 5/16 6d common, 2 in. long 6 2 x  4 wood2 16 ‐49.7 ‐82.8 HardiePanel 5/16 6d common, 2 in. long 6 2 x  4 wood2 24 ‐31.3 ‐52.2 HardiePanel 5/16 No. 8 X 1‐5/8 in. long X 0.375 in.  HD ribbed waferhead screw 6" OC vertically /  12" OC horizontally Attached to 7/16" wood structural  panel sheathing only 7/16" WSP  attached per  code ‐53.8 ‐89.7 HardiePanel 5/16 Min. No. 8 x 1‐in. long x 0.323‐ in. HD ribbed buglehead screw 6 Min. No. 20 ga. (33 mil) X 35/8 in. x  13/8 in. metal  C‐stud 16 ‐56.6 ‐94.3 HardiePanel 5/16 Min. No. 8 x 1‐in. long x 0.323‐ in. HD ribbed buglehead screw 6 Min. No. 20 ga. (33 mil)  X 35/8 in. x  13/8 in. metal  C‐stud 24 ‐30.6 ‐51.0 HardiePanel 5/16 ET & F 0.10‐in. knurled shank x  1½‐in. long x 0.25‐in. HD pin  fastener (AKN100‐0150NA) 4 edge,8 field Min. No. 20 ga. (33 mil)  X 35/8 in. x  13/8 in. metal  C‐stud 16 ‐56.7 ‐94.5 HardiePanel 5/16 ET & F 0.10‐in. knurled shank x  1½‐in. long x 0.25‐in. HD pin  fastener (AKN100‐0150NA) 4 edge, 8 field Min. No. 20 ga. (33 mil)  X 35/8 in. x  13/8 in. metal  C‐stud 24 ‐33.7 ‐56.2 HardiePanel 5/16 No. 8 X 1.25" long X 0.323" HD  ribbed bugle head screws 6" O.C.  Min. No. 20 ga. (33 mil) X 35/8 in. x  13/8 in. metal C‐stud or 2 X 4 wood  studs2 16 ‐53.6 ‐89.3 HardiePanel 5/16 No. 8 X 1.25"long X 0.323" HD  ribbed bugle head screws 8" O.C.  Min. No. 20 ga. (33 mil) X 35/8 in. x  13/8 in. metal C‐stud or 2 X 4 wood  studs2 16 ‐43.8 ‐73.0 PRODUCT PRESSURE  (psf)PRODUCT  THICKNESS FASTENER TYPE5 FASTENER SPACING (IN)FRAME TYPE STUD SPACING (IN) TECHNICAL DATA SHEET All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Attachments for Projects 60 – 85ft. Effective March 2021 Table 3, Wind Design Table for HardiePanel vertical siding Page 9 of 10 ASD LFRD  (Ultimate) HardiePanel 5/16 No. 8 X 1.25” long X 0.323” HD  ribbed bugle head screws 10" O.C.  Min. No. 20 ga. (33 mil) X 35/8 in. x  13/8 in. metal C‐stud or 2 X 4 wood  studs2 16 ‐38.8 ‐64.7 HardiePanel 5/16 No. 8 X 1.25" long X 0.323" HD  ribbed bugle head screws 12" O.C.  Min. No. 20 ga. (33 mil) X 35/8 in. x  13/8 in. metal C‐stud or 2 X 4 wood  studs2 16 ‐35.4 ‐59.0 HardiePanel 5/16 No. 8 X 1.25" long X 0.323" HD  ribbed bugle head screws 8" O.C.  Min. No. 20 ga. (33 mil) X 35/8 in. x  13/8 in. metal C‐stud or 2 X 4 wood  studs2 24 ‐27.6 ‐46.0 HardiePanel 5/16 No. 8 X 1.25" long X 0.323" HD  ribbed bugle head screws 6" O.C. into furring  only 2X4 wood or 20 ga. (33 mil) steel  framing with 3/4" thick by 3.5" wide  wood furring or 20 ga. (33 mil.) steel  furring6,7,8,9 16 ‐53.6 ‐89.3 HardiePanel 5/16 No. 8 X 1.25"long X 0.323" HD  ribbed bugle head screws 8" O.C. into furring  only 2X4 wood or 20 ga. (33 mil) steel  framing with 3/4" thick by 3.5" wide  wood furring or 20 ga. (33 mil.) steel  furring6,7,8,9 16 ‐43.8 ‐73.0 HardiePanel 5/16 No. 8 X 1.25” long X 0.323” HD  ribbed bugle head screws 10" O.C. into furring  only 2X4 wood or 20 ga. (33 mil) steel  framing with 3/4" thick by 3.5" wide  wood furring or 20 ga. (33 mil.) steel  furring6,7,8,9 16 ‐38.8 ‐64.7 HardiePanel 5/16 No. 8 X 1.25" long X 0.323" HD  ribbed bugle head screws 12" O.C. into furring  only 2X4 wood or 20 ga. (33 mil) steel  framing with 3/4" thick by 3.5" wide  wood furring or 20 ga. (33 mil.) steel  furring6,7,8,9 16 ‐35.4 ‐59.0 HardiePanel 5/16 No. 8 X 1.25" long X 0.323" HD  ribbed bugle head screws 8" O.C. into furring  only 2X4 wood or 20 ga. (33 mil) steel  framing with 3/4" thick by 3.5" wide  wood furring or 20 ga. (33 mil.) steel  furring6,7,8,9 24 ‐27.6 ‐46.0 HardiePanel 5/16 0.090" shank X 0.215" HD x 1.5"  long ring shank nail 6" O.C. into furring  only 2X4 wood or 20 ga. (33 mil) steel  framing with 3/4" thick by 3.5" wide  wood furring6,7,8 16 ‐49.2 ‐82.0 1 Installation must be in accordance with Section 4.2 of this report. 2 Values are for species of wood having a specific gravity of 0.42 or greater. 3 2012 IBC Section 1609.3.1, Eqn. 16‐33, 4 2018 IBC Section 1609.3.1, Eqn. 16‐33, 5 Smooth‐shank stainless steel nails are outside of the scope of this report. 6 Furring attachment to structural members (framing) or alternative furring width shall be designed by the project engineer. 7 Wood furring shall be preservative treated per AWPA. 8 Wood furring shall be specific gravity  of 0.42 or greater per AFPA/NDS, or wood structural panel, conforming to  DOC PS‐1 or DOC PS‐2 or APA PRP‐108. 9 The design and attachment of steel  furring shall be the responsibility of the project engineer. PRODUCT PRESSURE  (psf)PRODUCT  THICKNESS FASTENER TYPE5 FASTENER SPACING (IN)FRAME TYPE STUD SPACING (IN) TECHNICAL DATA SHEET All national, state, and local building code requirements must be followed and where they are more stringent than the James Hardie installation requirements, state and local requirements will take precedence. Attachments for Projects 60 – 85ft. Effective March 2021 Table 4, Wind Design Table for HardieShingle Panel siding Page 10 of 10 © 2021 James Hardie Building Products Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. The International Building Code and International Residential Code trademarks are registered trademarks of International Code Council, Inc. ASD LFRD  (Ultimate) HardieShingle™ (New  HardieShingle®) Panel   1/4  0.090" shank x 0.215" HD x 1‐1/2”  long ring  shank nail4 8 Attached  to  7/16” wood  structural panel  sheathing only 7/16” WSP  attached to  framing per code ‐60.0 ‐100.0 HardieShingle™ (New  HardieShingle®) Panel   1/4  0.090" shank x 0.215" HD x 1‐1/2”  long ring  shank nail4 6 Attached  to  7/16” wood  structural panel  sheathing only 7/16” WSP  attached to  framing per code ‐71.0 ‐118.3 HardieShingle™ (New  HardieShingle®) Panel   1/4  0.083" shank x 0.187" HD x 11/2”  long ring  shank nail3 at each stud3 Nominal  2x41 16 ‐64.0 ‐106.7 HardieShingle™ (New  HardieShingle®) Panel   1/4  0.083" shank x 0.187" HD x 11/2”  long ring  shank nail3 at each stud3 Nominal  2x41 16 ‐32.3 ‐53.8 HardieShingle™ (New  HardieShingle®) Panel   1/4  ET&F pin 0.100” x 1.5" x 0.313" HD   at each stud Min. No. 20 ga. X 3.62" x  1.375" Metal  C‐stud2 16 ‐64.0 ‐106.7 HardieShingle™ (New  HardieShingle®) Panel   1/4  ET&F pin 0.100” x 1.5" x 0.313" HD   at each stud Min. No. 20 ga. X 3.62" x  1.375" Metal  C‐stud2 16 ‐32.3 ‐53.8 1Values  are for  species of wood having a  specific gravity of 0.40 or greater.  4For application to  wood framing or wood‐based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness  as applicable.  5 Smooth‐shank stainless steel nails  are outside of the scope of this  report.  THICK. (IN.)PRODUCT 2For application to  metal  framing members, fasteners  must be ET & F Fastening Systems, Inc. ET&F Panelfast® nail, ET & F No. AGS‐100‐0150, head  diameter = 0.313 in.,  shank diameter  = 0.100 in., length = 1.5 in. Metal  studs  must be maximum Fy = 33 ksi.  3For application to  ASTM C90 concrete masonry unit wall, fasteners  must be either  ET & F Fastening Systems, Inc. ET&F block nail  (ET & F No. ASM‐144‐0125, head dia. =  0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail  (CP‐C 832 W7‐I CC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith  SurePin block nail  (head diameter  = 0.30 in., shank diameter  = 0.144 in., length = 1.25 in.), or Jaaco Nail  Pro (NP145S head diameter  = 0.30 in., shank diameter  = 0.145  in., length = 1.25 in.) a pplied at the equivalent fastener  or stud spacing.  FASTENER TYPE4,5 FASTENER SPACING  (IN.)FRAME TYPE1,2 STUD SPACING  (IN.) PRESSURE  (psf)