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272 3rd ST PPRI21-0002 COAB Permit Form with Conditions PERMIT PACKAGEOWNER:ADDRESS:CITY:STATE:ZIP: EAST COAST MM LLC 724 WRIGHT BROTHERS DR Jacksonville FL 32225 COMPANY:ADDRESS:CITY:STATE:ZIP: Mathieu Builders, Inc.38 W 9TH ST ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172548 0000 ATLANTIC BEACH TERRACE JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 272 3RD ST PRIVATE PROVIDER REVIEW AND INSPECTIONS ADDITION COMMERCIAL NEW SINGLE FAMILY RESIDENCE $459455.65 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878. 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 3Issued Date: 4/20/2021 PERMIT NUMBER PPRI21-0002 ISSUED: 4/20/2021 EXPIRES: 10/17/2021 PRIVATE PROVIDER REVIEW AND INSPECTIONS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 PUBLIC UTILITIES ADDITIONAL COMMENTS PUBLIC UTILITIES INFORMATIONAL Notes: All water & sewer utility connections must be inspected by the City of Atlantic Beach Utilities Department prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to do so will result in future failed inspections and additional fees. 5 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. 6 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 7 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F 8 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 9 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 10 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 11 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 2 of 3Issued Date: 4/20/2021 PERMIT NUMBER PPRI21-0002 ISSUED: 4/20/2021 EXPIRES: 10/17/2021 PRIVATE PROVIDER REVIEW AND INSPECTIONS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BLDG 4TH PLAN REVIEW FEE 455-0000-322-1006 0 $150.00 BUILDING PERMIT 455-0000-322-1000 0 $1170.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $438.75 CROSS CONNECTION 400-0000-343-3701 1 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $28.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $18.84 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $2,230.85 12 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 13 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 14 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 3 of 3Issued Date: 4/20/2021 PERMIT NUMBER PPRI21-0002 ISSUED: 4/20/2021 EXPIRES: 10/17/2021 PRIVATE PROVIDER REVIEW AND INSPECTIONS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD PPRI21-0002 PPRI21-0002 PPRI21-0002 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 PPRI21-0002 PPRI21-0002 [FOR USE WHEN OWNERS ARE INDIVIDUALS; IF MARRIED, BOTH PARTIES MUST SIGN] 01189943-1 AFTER RECORDING RETURN TO: City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 DECLARATION OF STORMWATER RESTRICTIVE COVENANT KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned ____________________________________ (hereinafter “Owner”), whose address is ______________________, is the fee simple owner(s) of that certain property situated and being in the City of Atlantic Beach, Duval County, Florida, more particularly described on Exhibit A attached hereto and made a part hereof (hereinafter “Property”); and WHEREAS, Owner desires to utilize said Property as a building site; and WHEREAS, a certain onsite stormwater storage facility must be constructed and maintained on the Property in accordance with the Code of Ordinances of the City of Atlantic Beach, Florida. NOW, THEREFORE, Owner does hereby declare as follows: 1. That the Property will not be used in violation of any ordinances of the City of Atlantic Beach now in effect or hereinafter enacted. 2. That the onsite stormwater storage facility, constructed in accordance with that certain approved site plan, dated ____________, 20___, as shown on Exhibit B attached hereto and made a part hereof, and depicted on that certain post-construction survey dated _________, 20___, as shown on Exhibit C attached hereto and made a part hereof, documenting proper construction and required volume of storage (hereinafter the “onsite stormwater storage facility”), shall be maintained in good working order, condition and repair and clear of all debris, at the Owner’s sole expense, at all times. 3. That Owner shall allow representatives of the City of Atlantic Beach, following reasonable notice to Owner, access and entry onto the Property for the purpose of inspecting the onsite stormwater storage facility as more particularly described in said Exhibits B and C, to determine compliance therewith and the applicable Code provisions of the City. 4. That this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the Property and shall constitute a covenant running with the land and shall be binding upon the Owner and Owner’s heirs, personal representatives, successors and assigns and may only be released by a written and properly recorded document executed by the City of Atlantic Beach, or its successor, in accordance with the ordinance of said City then in effect. IN WITNESS WHEREOF, the undersigned has/have caused _____ hand(s) and seal(s) to be affixed hereto on this _____ day of_____________, 20___. OWNER(S): (Signature) (Witness) (Print name) (Print name) (Witness) (Print name) (Signature) (Witness) (Print name) (Print name) (Witness) (Print name) STATE OF FLORIDA COUNTY DUVAL The foregoing instrument was acknowledged before me this ____ day of ______, 20___, by ____________________ who is personally known to me or has produced ______________________ as identification. My Commission expires: NOTARY PUBLIC, State of Florida 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 PPRI21-0002 PPRI21-0002 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Jan-14 09:16:28Right-Suite® Universal 2021 21.0.03 RSU00000 Page 1...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Project Summary Date:System 1 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor:272 East Coast Drive, Atlantic Beach, FL 32233 Model 3621Notes: Design Information Jacksonville NAS, FL, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F38 Outside db °F96Inside db °F70 Inside db °F75Design TD °F33 Design TD °F21Daily range LRelative humidity %50Moisture difference gr/lb44 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh14191 Structure Btuh10465DuctsBtuh0DuctsBtuh0Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0(none)(none)Humidification Btuh0 Blower Btuh0PipingBtuh0Equipment load Btuh14191 Use manufacturer's data yRate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh10465 Method Latent Cooling Equipment Load SizingBlower doorShielding / stories 3 (partial) / 350 Pa / 2954 cfmPressure / AVF Structure Btuh1666DuctsBtuh0Central vent (0 cfm)Btuh0CoolingHeating(none)10461046Area (ft²)Equipment latent load Btuh16661098710987Volume (ft³)Air changes/hour 0.300.53 Equipment Total Load (Sen+Lat)Btuh12131Equiv. AVF (cfm)5698 Req. total capacity at 0.84 SHR ton1.0 Heating Equipment Summary Cooling Equipment Summary Make Trane Make TraneTrade TRANE Trade TRANEModel 4TWR4018G1 Cond 4TWR4018G1AHRI ref 10093557 Coil TAM9A0A24V21AHRI ref 10093557Efficiency8.5 HSPF Efficiency 12.0 EER, 14.5 SEERHeating input Sensible cooling Btuh14051Heating output Btuh @ 47°F16500 Latent cooling Btuh2676Temperature rise °F0 Total cooling Btuh16727Actual air flow cfm0 Actual air flow cfm542Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0.052Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.86Capacity balance point = 33 °F Backup: TraneInput = 5 kW, Output = 17061 Btuh, 100 AFUE PPRI21-0002 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Jan-14 09:16:28Right-Suite® Universal 2021 21.0.03 RSU00000 Page 2...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Project Summary Date:System 2 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor:272 East Coast Drive, Atlantic Beach, FL 32233 Model 3621Notes: Design Information Jacksonville NAS, FL, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F38 Outside db °F96Inside db °F70 Inside db °F75Design TD °F33 Design TD °F21Daily range LRelative humidity %50Moisture difference gr/lb44 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh21731 Structure Btuh26122DuctsBtuh0DuctsBtuh0Central vent (80 cfm)2858 Btuh Central vent (80 cfm)Btuh1829Outside air Outside airHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh24589 Use manufacturer's data yRate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh27952 Method Latent Cooling Equipment Load SizingBlower doorShielding / stories 3 (partial) / 350 Pa / 2954 cfmPressure / AVF Structure Btuh4366DuctsBtuh0Central vent (80 cfm)Btuh2396CoolingHeatingOutside air25752575Area (ft²)Equipment latent load Btuh67623332533325Volume (ft³)Air changes/hour 0.200.35 Equipment Total Load (Sen+Lat)Btuh34714Equiv. AVF (cfm)112197 Req. total capacity at 0.80 SHR ton2.9 Heating Equipment Summary Cooling Equipment Summary Make Trane Make TraneTrade TRANE Trade TRANEModel 4TWR4042G1 Cond 4TWR4042G1AHRI ref 202362844 Coil TAM9A0C42V41AHRI ref 202362844Efficiency8.2 HSPF Efficiency 12.0 EER, 14.5 SEERHeating input Sensible cooling Btuh31831Heating output Btuh @ 47°F36000 Latent cooling Btuh7958Temperature rise °F0 Total cooling Btuh39789Actual air flow cfm0 Actual air flow cfm1315Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0.050Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.81Capacity balance point = 27 °F Backup: TraneInput = 8 kW, Output = 27297 Btuh, 100 AFUE 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 1 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Manual S Compliance Report Date:System 1 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor: 272 East Coast Drive, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions °F75.0Entering coil DB:Btuh10465Sensible gain:°F95.8Outdoor design DB: °F62.5Entering coil WB:Btuh1666Latent gain:°F76.8Outdoor design WB: Btuh12131Total gain:°F75.0Indoor design DB: cfm542Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 4TWR4018G1+TAM9A0A24V21Model:TraneManufacturer: cfm542Actual airflow: % of load135Btuh14112Sensible capacity: % of load157Btuh2615Latent capacity: %84SHR:% of load138Btuh16727Total capacity: Heating Equipment Design Conditions °F70.0Entering coil DB:Btuh14191Heat loss:°F37.5Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 4TWR4018G1+TAM9A0A24V21Model:TraneManufacturer: cfm0Actual airflow: °F33Capacity balance:% of load116Btuh16500Output capacity: °F-99Economic balance:Btuh0Supplemental heat required: Elec stripBackup equipment type: Model:TraneManufacturer: cfm0Actual airflow: °F50Temp. rise:% of load120kW5.0Output capacity: Meets all requirements of ACCA Manual S. 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 2 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Manual S Compliance Report Date:System 2 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor: 272 East Coast Drive, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions °F76.3Entering coil DB:Btuh27952Sensible gain:°F95.8Outdoor design DB: °F63.6Entering coil WB:Btuh6762Latent gain:°F76.8Outdoor design WB: Btuh34714Total gain:°F75.0Indoor design DB: cfm1315Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 4TWR4042G1+TAM9A0C42V41Model:TraneManufacturer: cfm1315Actual airflow: % of load114Btuh31840Sensible capacity: % of load118Btuh7949Latent capacity: %80SHR:% of load115Btuh39789Total capacity: Heating Equipment Design Conditions °F70.0Entering coil DB:Btuh24589Heat loss:°F37.5Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Split ASHPEquipment type: 4TWR4042G1+TAM9A0C42V41Model:TraneManufacturer: cfm0Actual airflow: °F27Capacity balance:% of load146Btuh36000Output capacity: °F-99Economic balance:Btuh0Supplemental heat required: Elec stripBackup equipment type: Model:TraneManufacturer: cfm0Actual airflow: °F33Temp. rise:% of load111kW8.0Output capacity: Meets all requirements of ACCA Manual S. 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 1 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Duct System Summary Date:System 1 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor: 272 East Coast Drive, Atlantic Beach, FL 32233 CoolingHeating External static pressure in H2O0.50in H2O0.50 Pressure losses in H2O0.33in H2O0.33 Available static pressure in H2O0.17in H2O0.17 Supply / return available pressure 0.121 / 0.049 in H2O in H2O0.121 / 0.049 Lowest friction rate in/100ft0.130in/100ft0.130 Actual air flow cfm542cfm0 Total effective length (TEL)ft131 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm) (cfm)FR (in)(in)Matl Ln (ft)Ln (ft) Trunk st433.559.5VlFx0x08.00.13014502798cDining st120.422.5VlFx0x04.00.282430828cFoyer st125.432.5VlFx0x06.00.20910702060cGreat Room st439.144.5VlFx0x06.00.14510702060cGreat Room-A st428.744.0VlFx0x07.00.16611102137cKitchen st116.527.0VlFx0x04.00.278300582cPowder Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st4 Peak AVF 0 362 0.130 461 12.0 0x0 VinlFlx st1 st1 Peak AVF 0 542 0.130 690 12.0 0x0 VinlFlx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in) Matl Trunk rb2 0x 00 542 37.6 0.130 690 12.0 x0 0 VlFx 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 2 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Duct System Summary Date:System 2 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor: 272 East Coast Drive, Atlantic Beach, FL 32233 CoolingHeating External static pressure in H2O0.50in H2O0.50 Pressure losses in H2O0.31in H2O0.31 Available static pressure in H2O0.19in H2O0.19 Supply / return available pressure 0.112 / 0.078 in H2O in H2O0.112 / 0.078 Lowest friction rate in/100ft0.112in/100ft0.112 Actual air flow cfm1315cfm0 Total effective length (TEL)ft170 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm) (cfm)FR (in)(in)Matl Ln (ft)Ln (ft) Trunk st539.752.6VlFx0x07.00.12212102401cAttic East st644.848.2VlFx0x05.00.1216901371cAttic West st522.150.3VlFx0x04.00.1551023cB2C st623.652.8VlFx0x04.00.1472031cB3C st623.655.3VlFx0x04.00.1422035cB4C st319.819.0VlFx0x04.00.290430863cB5C st524.052.6VlFx0x04.00.146140285cBath 2 st628.952.8VlFx0x04.00.137240469cBath 3 st631.459.2VlFx0x04.00.124270528cBath 4 st311.628.6VlFx0x04.00.27980167cBath 5 st543.956.5VlFx0x05.00.1126701323cBed 2 st640.749.5VlFx0x09.00.12419903948cBed 3 st645.250.1VlFx0x09.00.11822404446cBed 4 st321.120.3VlFx0x07.00.27113502690cBed 5 st311.623.8VlFx0x04.00.31780160cCL3 st211.021.0VlFx0x04.00.350160319cLaundry st522.246.7VlFx0x04.00.1635096cM Toilet st214.428.8VlFx0x04.00.260290570cMWIC1 st210.122.2VlFx0x04.00.3471023cMWIC2 st539.345.9VlFx0x05.00.1326501282cMaster Bath st221.818.1VlFx0x08.00.28120104000cMaster Bed st317.727.0VlFx0x05.00.2515501091cStair 3 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 3 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st5 Peak AVF 0 272 0.112 499 10.0 0x0 VinlFlx st2 st2 Peak AVF 0 520 0.112 486 14.0 0x0 VinlFlx st6 Peak AVF 0 545 0.118 510 14.0 0x0 VinlFlx st3 st3 Peak AVF 0 795 0.118 570 16.0 0x0 VinlFlx Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in) Matl Trunk rb9 0x 00 79 69.6 0.112 401 6.0 x0 0 VlFx rt2 rb8 0x 00 187 49.9 0.156 536 8.0 x0 0 VlFx rt2 rb6 0x 00 595 43.1 0.180 557 14.0 x0 0 VlFx rt1 rb3 0x 00 301 60.7 0.128 551 10.0 x0 0 VlFx rt1 rb1 0x 00 153 47.5 0.164 439 8.0 x0 0 VlFx rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt2 Peak AVF 0 266 0.112 488 10.0 0x0 VinlFlx rt1 Peak AVF 0 1049 0.128 594 18.0 0x0 VinlFlx 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 1 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Static Pressure and Friction Rate Date:System 1 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor: 272 East Coast Drive, Atlantic Beach, FL 32233 Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.500.50External static pressure Pressure losses 00Coil 00Heat exchanger 0.050.05Supply diffusers 0.050.05Return grilles 0.230.23Filter 00Humidifier 00Balancing damper 00Other device 0.170.17Available static pressure Total Effective Length ReturnSupply (ft)(ft) 222Measured length of run-out 038Measured length of trunk 3633Equivalent length of fittings 3893Total length 131Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) OK0.130OK0.130Supply Ducts OK0.130OK0.130Return Ducts Fitting Equivalent Length Details 4AE=55, 11C=40, 11G=5, 11G=5, 11G=5, 11G=5, 11M=20, 11H=7, 11G=5, 11G=5, 1A=35, VelAdj=-154: TotalEL=33Supply 6L=20, 5B=40, VelAdj=-24: TotalEL=36Return 2021-Jan-14 09:16:28 Right-Suite® Universal 2021 21.0.03 RSU00000 Page 2 ...ISC Builders\Model 3621 - 272 East Coast Dr.rup Calc = MJ8 Front Door faces: N Job:Static Pressure and Friction Rate Date:System 2 Jonathan JacobsBy: Jonathan Jacobs 13930 SE 124th St, Ocklawaha, FL 32179 Phone: 386-503-0449 Email: MechaniCalcs@gmail.com Web: ineedHVACcalcs.com or MechaniCalcsLLC.com Project Information Mathieu BuildersFor: 272 East Coast Drive, Atlantic Beach, FL 32233 Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.500.50External static pressure Pressure losses 00Coil 00Heat exchanger 0.050.05Supply diffusers 0.030.03Return grilles 0.230.23Filter 00Humidifier 00Balancing damper 00Other device 0.190.19Available static pressure Total Effective Length ReturnSupply (ft)(ft) 3513Measured length of run-out 1144Measured length of trunk 2544Equivalent length of fittings 70100Total length 170Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) OK0.112OK0.112Supply Ducts OK0.112OK0.112Return Ducts Fitting Equivalent Length Details 4AE=55, 11C=40, 11G=5, 11G=5, 11C=40, 11G=5, 11G=5, 11G=5, 11H=7, 11H=7, 1A=35, VelAdj=-165: TotalEL=44Supply 6L=20, 11M=20, 11H=7, 5B=40, VelAdj=-62: TotalEL=25Return Job #: Performed by Jonathan Jacobs for: Mathieu Builders 272 East Coast DriveAtlantic Beach, FL 32233 Jonathan Jacobs 13930 SE 124th StOcklawaha, FL 32179Phone: 386-503-0449ineedHVACcalcs.com or MechaniCalcsLLC.com MechaniCalc... Scale: 1 : 79 Page 1Right-Suite® Universal 202121.0.03 RSU00000 2021-Jan-14 09:16:30 ...del 3621 - 272 East Coast Dr.rup N First Dining Kitchen Garage Foyer Powder Great Room Sup Riser Ø12 " 10 x 6107 cfm 10 x 6 107 cfm 8 x 443 cfm 8 x 4 30 cfm10 x 8111 cfm 10 x 10145 cfm Ø7 " Ø6 " Ø8 " Ø6 " Ø4 " Ø4 " Split ASHP Trane 4TWR4018G1 TAM9A0A24V21 Ø12 " Job #: Performed by Jonathan Jacobs for: Mathieu Builders 272 East Coast Drive Atlantic Beach, FL 32233 Jonathan Jacobs 13930 SE 124th St Ocklawaha, FL 32179Phone: 386-503-0449ineedHVACcalcs.com or MechaniCalcsLLC.com MechaniCalc... Scale: 1 : 79 Page 2Right-Suite® Universal 202121.0.03 RSU00000 2021-Jan-14 09:16:30 ...del 3621 - 272 East Coast Dr.rup N Second Master Bed Master Bath MWIC1 Laundry Bed 4 Bath 4 MWIC2 B4C Stairs_Hall M Toilet Bath 2 B2C Bed 2 B3C Bath 3 AH2 Bed 3 18 x 24 542 cfm Ø12 " Sup RiserØ12 " Ø12 " 12 x 12 12 x 12 12 x 12 16 x 16301 cfm Sup Riser Ø14 " Sup Riser Ø14 " 8 x 42 cfm 8 x 424 cfm 10 x 10 199 cfm 10 x 10224 cfm 8 x 4 2 cfm 8 x 4 27 cfm Ø4 " Ø4 " Ø4 " Ø4 " 12 x 12 Ø8 " 8 x 4 1 cfm 8 x 414 cfm 8 x 4 1 cfm 8 x 4 29 cfm 8 x 4 5 cfm 10 x 6 65 cfm 8 x 4 16 cfm 10 x 10 201 cfm Ø14 " Ø4 " Ø10 " Ø4 " Ø5 " Ø14 " Ø9 " Ø9 " Ø5 " Ø8 " Ø4 " Ø4 "Ø7 " Ø4 " 10 x 6 67 cfm Ø5 " Ø4 " Job #: Performed by Jonathan Jacobs for: Mathieu Builders 272 East Coast Drive Atlantic Beach, FL 32233 Jonathan Jacobs 13930 SE 124th St Ocklawaha, FL 32179Phone: 386-503-0449ineedHVACcalcs.com or MechaniCalcsLLC.com MechaniCalc... Scale: 1 : 79 Page 3Right-Suite® Universal 202121.0.03 RSU00000 2021-Jan-14 09:16:30 ...del 3621 - 272 East Coast Dr.rup N Third Stair 3 Bath 5 B5C AH3 CL3 Bed 5 Attic WestAttic East 12 x 12 153 cfm 12 x 12187 cfm Ø18 " 18 x 18595 cfm Ø14 " Ø10 " Ø8 " Ret RiserØ10 " 8 x 8 79 cfm Ø8 " Ø6 " Ø10 " 8 x 4 8 cfm 10 x 6 55 cfm 8 x 4 43 cfm 8 x 4 8 cfm 10 x 8 135 cfm Ø7 " Ø5 " Ø4 " Sup RiserØ14 " Ø16 " Sup Riser Ø14 " Ø4 " Ø4 " Ø14 " 10 x 6121 cfm Ø14 " 10 x 669 cfm Split ASHP Trane 4TWR4042G1 TAM9A0C42V41 PPRI21-0002 Comp. By: Date: Public Works Department City of Atlantic Beach Permit No: Address:272 3rd Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where:V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 5,000 ft2 Impervious Area (A) = 2,248 ft2 =45.0% V = 0.92 x 2,248.0 x 9.3 /12 V = 1,603 ft3 Provided Storage: Area 1 - FRONT Area Storage Sideslope:4 :1 (ft)(ft2) (ft 3) 10.0 58 BOTTOM size:X 10.5 280 TOB size:X Area 2 - BACK Area Storage (ft)(ft2) (ft 3) 11.0 248 BOTTOM size:X 11.5 646 TOB size:X Area 3 - Relative Elev.Area Storage (ft)(ft2) (ft3) 0.0 0 BOTTOM size:0 X 0 0.0 0 TOB size:0 X 0 Inground Storage: = A*d/pf Total Storage Area at TOB (A) =926.0 ft2 Depth to ESHWT from BOTTOM (d) =4.6 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor (pf) = 0.4 default is 0.4 Inground Storage Provided =1703.8 ft3 Required Treatment Volume =1,603 ft3 Supplied Treatment Volume =2,012 ft3 85 224 0 2/23/2021 Retention 272 3rd Street_Calcs 2/23/2021 2670 ROSSELLE STREET, Suite 8 Jacksonville FL 32204 Ph: 904-551-4945 Civil Design and Construction Management Professionals February 23, 2021 Atlantic Beach Site Drainage Improvements In-Fill Lots Lot Address: 272 3rd Street Atlantic Beach, FL NARRATIVE: The attached calculations are provided to support the lot drainage design at 272 3rd Street in the City of Atlantic Beach, FL. The calculations were performed utilizing the equations in the city ordinance sec 24-66(b). The referenced project site was vacant and the calculations utilized this as the predevelopment condition. The total lot area shown in the pre and post calculations was calculated from the table in the survey. The proposed project will construct a home, driveway, and stormwater storage facility. The runoff coefficient was provided based on the impervious values and associated coefficients of sec 24-66(b) of the code. ______________________________ Reynold D. Peterson, Sr Project Manager FL P.E. # 84559 THIRD STREETGARAGELANAIGREAT ROOMISLANDUPKITCHEN1234589111067SITE PLANSCALE: 1/8"=1'-0"POWDER34'-10"DININGEAST COAST DRIVES 05 37' 00" E 50.00'S 84 23' 00" W 100.00'0020' REAR YARD SETBACKS 84 23' 00" W 100.00'0N 05 37' 00" W 50.00'20' FRONT YARD SETBACKA/CGRAVEL WALKCONC.D.W.FOYERPORCH9080 O.H.9080 O.H.BALCONY ABOVEBALCONY ABOVEGABLE ROOF ABOVE8'-5"14'-0"8'-5"2'-0"2'-0"CONC. GRAVEL CONC.A/CCONC. GRAVEL CONC.20'-1"1'-8"3'-4"1'-8"1'-8"3'-4"1'-8"368010' SIDE YARD SETBACKDUMPSTER CANTOILET5' SIDE YARD SETBACKAPPROX EDGE OF PAVEMENTSTAKED TURBITITY BARRIER, TYP.SILT FENCE w/ FILTER CLOTH(MIRAFI, POLYFILTER OR APPROVEDEQUAL) ON WOOD STAKES @ MAX. 6'-0" O.C.GRADEBACKFILL FENCE AFTER PLACING FENCEFLOWSTAKED TURBIDITY BARRIERSCALE: 3/4"=1'-0"T-111. PLACE FENCE AT ENTIRE PERIMETER OF SITE.2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORKPERIOD, BUT SHALL BE REPLACED AT THE END OF WORKPERIOD.4" MIN3'-0"ATLANTIC BEACH, FLORIDARESIDENCE272 EAST COAST DRIVEAIR CONDITIONED AREA SECOND FLOOR = 2,034 S.F. FIRST FLOOR = 1,046 S.F.GARAGE = 729 S.F. PORCH & LANAI = 302 S.F. IMPERVIOUS SURFACE CALCULATIONS:2,115 S.F.2,248 S.F.44.96 %AREA:POST CONSTRUCTION:5,000 S.F.LOTHOUSE% IMPERVIOUS2,250 S.F.AVAILABLE IMPERVIOUS SURFACE (45%)133 S.F.CONCRETE DRIVETOTAL IMPERVIOUS SURFACE THIRD FLOOR = 541 S.F. SITE DRAINAGE PLANSHEET NO.REVISIONS272 THIRD STREETFORMATHIEU BUILDERS2670 ROSSELLE STREET, SUITE 8JACKSONVILLE, FLORIDA 32204C.A. NO. 29643PHONE: (904) 551-4945ALPHASOUTHEAST 20020 EAST COASTA T L A N T I C B E A C H , F L O R I D A RESIDENCE12-22-20HGPA-1ARCHITECT ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233 HARLESTON G. PARKES, R.A. AR 0006496 REVISIONSIMPERVIOUS SURFACE CALCULATIONS:2,115 S.F.2,248 S.F.44.96 %AREA:POST CONSTRUCTION:5,000 S.F.LOTHOUSE% IMPERVIOUS2,250 S.F.AVAILABLE IMPERVIOUS SURFACE (45%)133 S.F.CONCRETE DRIVETOTAL IMPERVIOUS SURFACETHIRD STREET3rd & GARAGELANAIGREAT ROOMISLANDUP KITCHEN12345288089111067FIRST FLOOR PLANSCALE: 1/4"=1'-0"A/C AREA = 1,046 S.F.UNDER ROOF AREA = 2,077 S.F.4'-414"POWDER9'-2"21'-10"34'-10"59'-10"DIRECT VENTGAS FIREPLACEDINING20'-012" EAST COAST DRIVE S 05 37' 00" E 50.00'S 84 23' 00" W 100.00'0020' REAR YARD SETBACK S 84 23' 00" W 100.00'0N 05 37' 00" W 50.00' 20' FRONT YARD SETBACK A/CGRAVEL WALKCONC.D.W.FOYERPORCH13'-634" 9080 O.H.9080 O.H. BALCONY ABOVE BALCONY ABOVEGABLE ROOF ABOVE8'-5"14'-0"8'-5"4'-034"10'-0"19'-312"8'-1"22'-512"8'-1" 2'-0"SUMMERKITCHEN12'-912" 6"5'-0"12'-912"8'-812"4'-712"10'-0"8'-812"6'-214"6'-714"4'-11"18'-8"10'-2"10'-612"9'-512"5'-912"11'-312"5'-0"5'-0"7'-10"4'-0"4'-0"8'-8"15'-9"1A-52A-61A-71A-81A-92'-0"2'-0"1A-6CONC. GRAVEL CONC.A/CCONC. GRAVEL CONC.20'-1"1'-8"3'-4"1'-8"1'-8"3'-4"1'-8" 6'-0"36805'-0"2880 S.C.CLOSURE16080 SLID.303030303030PR 303016'-1"6'-6"6'-3"6'-0" 5'-612" 17'-5" 272 EAST COAST DRIVEROUGH FOR ELEC,GAS AND H&CON ELEVATED WOOD DECKEL. =12.33'PR 30303050282830443044PR 30503- 30503 1/2" DROPDOWN 1"PROVIDE GUTTERS AT ALLROOF AREAS,DOWNSPOUTS COLLECTEDTO 4"~ PVC PIPING TOPOP-UP BASIN IN REARYARD RETENTION AREAPROVIDE GUTTERS AT ALLROOF AREAS,DOWNSPOUTS COLLECTEDTO 4"~ PVC PIPING TOPOP-UP BASIN IN REARYARD RETENTION AREABRICKPILASTER,TYP.112-19-20 NORTH ELEVATIONSCALE: 1/4"=1'-0"1'-4"10'-1116"1'-634"9'-118"HGPA-4ARCHITECT ARCHITECTURE RESEARCH INSPECTIONSHEET NO.DRAWN BY:ISSUEDATE OFATLANTIC BEACH, FL 32233 HARLESTON G. PARKES, R.A. AR 0006496 REVISIONS20020 EAST COASTA T L A N T I C B E A C H , F L O R I D A RESIDENCE12-22-203rd & SOUTH ELEVATIONSCALE: 1/4"=1'-0"1'-4"10'-1116"1'-634"9'-118"FIRST FLOORSECOND FLOORLANDINGLANDING8'-0" 8'-0" 272 EAST COAST DRIVE 6'-9716"3" EXPOSURE C.F. LAP SIDING18" WIDE C.F. PANEL, TYP.8" EXPOSURE C.F. LAP SIDINGSTRUCTURAL BRACKETNON-STRUCTURAL BRACKET"HIGH WIND" ASPHALT SHINGLES ON APPROVEDUNDERLAYMENT ON 12"" NOM. STRUCTURALSHEATHING DECKING NAILED w/ 8d RING SHANKNAILS @ 6" O.C. AT PANEL EDGES ANDINTERMEDIATE AND 4" O.C AT COMPONENT ANDCLADDING EDGE STRIP # 31-1/2" C.F .BAND12" NOM. BANDEL. =12.33'4'-0"3'-6"FRONT YARD SETBACK LINE 3'-6"112-19-20 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 1 of 9 EVALUATION SUBJECT Artisan® Lap Siding ASCE 7-10 (referenced in 2017 FBC) ASCE 7-16 (referenced in 2018 IBC and 2020 FBC) 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code® TEST RESULTS: 8.25 5.25 7.25 8.25 5.25 7.25 8.25 5.25 7.25 8.25 5.25 7.25 16 16 16 24 24 24 16 16 16 24 24 24 160 236 N/A 125 233 N/A 98.5 245 N/A 55.6 125 N/A 53.3 78.7 59.0 41.7 77.7 49.7 32.8 81.7 43.7 18.5 41.7 23.7 0.778 0.444 0.667 1.167 0.667 1.000 0.778 0.444 0.667 1.167 0.667 1.000 41.5 35.0 39.3 48.6 51.8 49.7 25.5 36.3 29.1 21.6 27.8 23.7 33.4 33.4 33.4 33.4 33.4 33.4 No Yes No No No No No Adjustment 75.2 No Adjustment No Adjustment No Adjustment No Adjustment 5. Adjusted Design Load is made if allowable fastener load as tested exceeds NDS withdrawal capacity for the fastener N/A N/A N/A Blind nail No. 8-18 x 0.323" HD x 1-5/8" 6d galv. siding nail, 0.092" X 0.225" X 2.0" NDS Allowable Fastener Withdrawal Capacity (from Table 1D below) Fastener Load (as tested) exceeds NDS Allowable Fastener Withdrawal Capacity (Yes/No) Adjusted Design Load5 (psf) 3097158COQ-009 Intertek 3097158COQ-009 Intertek 3097158COQ-009 Intertek 3097158COQ-009 Intertek Analysis Ultimate Load (psf) Effective Tributary Area (sqft) 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3.2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 4. For all cases with 7.25" Artisan planks, the design pressures were interpolated based on the results of 5.25" and 8.25" Artisan planks of similar fastening configurations. The following is an example calculation for blind screw on steel framing at 16" o.c. For 5.25" Artisan plank: Effective tributary area = ((plank width exposed to weather × fastener spacing) /144) = ((5.25-1.25) × 16) /144 = 0.444 sq.ft. Design load = ultimate failure load /FOS = 236 psf / 3 = 78.7 psf Fastener load = design load × tributary area = -78.7 × 0.444 = 35.0 pounds For 8.25" Artisan plank: Effective tributary area = ((8.25-1.25) × 16) /144 = 0.778 sq.ft. Design load = 160 psf / 3 = 53.3 psf Fastener load = 53.3 × 0.778 = -41.5 pounds For 7.25" Artisan plank: Fastener load is interpolated based on plank width = 35 + (41.5 - 35) × (7.2 5- 5.25) / (8.25 - 5.25) = 39.3 pounds Effective tributary area = ((7.25-1.25) × 16) /144 = 0.667 sq.ft. Design load = fastener load / effective tributary area = 39.3 / 0.667 = 59.0 psf The analysis in Tables 1B and 1C follow the same process. James Hardie Product Trade Names covered in this evaluation: Artisan® Lap Siding Frame Type Frame Spacing (in.) Fastener Type Fastening Method Report Number Test Agency Thickness (in.) Width (in.) EVALUATION SCOPE: EVALUATION PURPOSE: AnalysisAnalysisAnalysis 20-ga. (33 mil) steel studs, minimum Fy = 33 ksi 2X4 wood (minimum SG= 0.40) Blind screw REFERENCE REPORTS: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of Artisan® Lap Siding fastened to wood and light-gage steel framing with nails or screws. Table 1A. Test Results and Analysis of Transverse Load Testing for Report No. 3097158COQ-009 0.5625 Fastener Load , as tested (lb/fastener) Design Load (psf) 3. Artisan lap siding as tested in report 3097158COQ-009 was 9/16 inch thick, however the current thickness of the product is 5/8". The wind load resistance will not be affected if the fastener embedment length or withdrawal capacity is maintained. For screws, since the screw length in the test is long enough to penetrate the stud for at least three full threads, therefore no need to increase the fastener length. For all configurations with nails, the length in Table 7 is extended 0.25" to 2.25" inch long to accommodate the increase of product thickness. 1.Intertek Report 101547645COQ-005A,(ASTM C1186) Material property test on Artisan siding. 2. Intertek Report 3097158COQ-009 (ASTM E330)Transverse Load Test, 5.25" and 8.25" wide Artisan lap siding installed on wood and steel studs 3.Intertek Report MID314374 (ASTM E330) Transverse Load Test, 8.25" wide Artisan lap siding installed on wood studs with blind and face nails 4. Intertek Report 3143474MID-02 (ASTM E330) Transverse Load Test, 5.25" wide Artisan lap siding installed on wood studs with blind and face nai 5.QAI Laboratories Report RJ4689-REV1 (ASTM E330)Transverse Load Test, 5.25" and 8.25" wide Artisan lap siding installed on steel studs with ET&F shot pins Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 2 of 9 0.625 0.625 0.625 0.625 0.625 0.625 8.25 5.25 7.25 8.25 5.25 7.25 16 16 16 24 24 24 Blind nail Blind nail Blind nail Blind nail Blind nail Blind nail 134.1 243.6 N/A 118.4 189.8 N/A 44.7 81.2 52.8 39.5 63.3 44.8 0.778 0.444 0.667 1.167 0.667 1.000 34.8 36.1 35.2 46.0 42.2 44.8 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3.2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 3. Adjusted Design Load is made if allowable fastener load as tested exceeds NDS withdrawal capacity for the fastener Penetration into Wood, P (in.) Wood Specific Gravity, G Nail Shank Dia., D (in.) 1.625 0.40 0.092 1.75 0.42 0.113 1.875 0.42 0.092 1.25 0.42 0.0625 1. Withdrawal values calculated per NDS Eq. 12.2-3 for smooth shank nails: W' = Cd x 1380 x G2.5 x D x P where Cd = 1.6 2. Withdrawal values calculated per NDS Eq. 12.2-3 for deformed shank nails: W' = Cd x 1800 x G2 x D x P where Cd = 1.6 DESIGN WIND LOAD PROCEDURES: 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 = 1.0V ASCE 7-10 Figures 26.5-1A, B, or CASCE 7-16 Figures 26.5-1A, B, or 26.5-2A, B,C or D 2018 IBC Figures 1609.3(1) - 1609.3(8) 20 ga. (33 mil, min. Fy = 33 ksi) steel studs No No Adjustment 63.3 No No Adjustment 3. Since the siding in Table 1C above uses one blind and one face finish nail next to each other according to the installation instructions per fastener tributary area, their calculated withdrawal capacities are added. Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375" Face: 16 ga. finish nail 0.0625" x 2.5" Blind: 8d siding nail 0.092" X 0.225" X 2.5 Face: 16 ga. finish nail 0.0625" x 2.5" 2X4 wood SPF IntertekIntertek QAI QAIRJ4689-1 RJ4689-1 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Analysis 0.625 Calculated Reference Design Withdrawal Value, W' (lb.)1,2 8d ring shank nail, 0.113" x 0.260 HD x 2.375" 8d siding nail, 0.092" x 0.225" HD x 2.5" 16-ga. finish nails, 0.0625" x 2.5" , basic wind speed (3-second gust MPH) as determined from: 100.5 120.2 120.2 63.3 No Adjustment No No Adjustment NDS Allowable Fastener Withdrawal Capacity (from Table 1D below)120.2 63.3 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. 33.4 63.3 6d galv. siding nail, 0.092" x 0.225 HD x 2.25" 8d ring shank nail (0.113" x 0.260 HD x 2.375") & 16-ga. finish nail3 8d siding nail (0.092" x 0.225 HD x 2.5") & 16-ga. finish nail3 Analysis Analysis 43.5 19.7 120.2 Table 1D. Fastener Withdrawal Capacity into Wood (based in NDS-2018) 300 Design Load (psf)80.0 46.7100.0 100.0 N/A 84.4 Fastener Load , as tested (lb/fastener)62.2 36.344.4 No No Adjustment No No Adjustment No Fastener Type 0.444 Fastener Load (as tested) exceeds NDS Allowable Fastener Withdrawal Capacity (Yes/No) Adjusted Design Load3 (psf) Table 1B. Test Results and Analysis of Transverse Load Testing for Report RJ4689-1 Table 1C. Results of Transverse Load Testing for Test Reports MID314374 and 314374MID-02 Analysis N/A 58.5 0.667 39.0 7.25 16 face + blind nail 44.456.3 Effective Tributary Area (sqft)0.778 0.778 Ultimate Load (psf)240 Frame Spacing (in.)16 1616 0.667 140300 0.444 face + blind nailface + blind nail Frame Type 0.6250.625 0.625 Width (in.)8.25 8.255.25 5.25 0.625 7.25 Report Number 3143474MID-02 3143474MID-02 Fastening Method Fastener Type Fastening Method 2X4 wood SPF 1616 face + blind nail face + blind nail Test Agency Thickness (in.)0.625 Width (in.) Fastener Type Report NumberTest Agency Thickness (in.) Frame Type Frame Spacing (in.) MID3143474 MID3143474 Ultimate Load (psf) Design Load (psf) Effective Tributary Area (sqft) Fastener Load , as tested (lb/fastener) face + blind nail Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 3 of 9 Equation 2, V=Vult Vult , 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) 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*Vult2*(GCp-GCpi){ref. 2017 and 2020 FBC} Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, 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 Vult, Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2015/2018 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 Height (ft) Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi0-15 0.57 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18200.62 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.70 0.94 1.12 1 0.85 -1.4 0.18300.70 0.70 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 1.245 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 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 -63.730-14.4 -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 -73.755-17.1 -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 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, 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. Wind Exposure Category B Table 3 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category B Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 4 of 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 -89.235-20.8 -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 -101.060-23.3 -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 -105.535-24.5 -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 -117.460-27.0 -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 Calculation Example: Wind Exposure Category C Wind Exposure Category D Table 4 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category C Table 5 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category D The following is an example of the wind speed calculation for Table 3: Pasd= -53.3 psf; Kz= 0.7 (Exp B); Kzt= 1; Kd = 0.85; GCp = -1.4; GCpi= 0.18 Use Equation 6: 𝑉 = 𝑉#$%=𝑃’() 0.6×0.00256×𝐾1×𝐾1%×𝐾)× 𝐺𝐶4−𝐺𝐶46 =−53.3 0.6×0.00256×0.7×1×0.85× −1.4−0.18 = 192 𝑚𝑝ℎ Use Equation 7: 𝑉’()= 𝑉× 0.6=192× 0.6=149 𝑚𝑝ℎ Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 5 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 192 174 158 149 135 123 -53.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220192169155149131120-53.3 0.7 0.9 1.08 1 0.85 -1.4 0.225192166152149128118-53.3 0.7 0.94 1.12 1 0.85 -1.4 0.230192162149149126116-53.3 0.7 0.98 1.16 1 0.85 -1.4 0.235188160147146124114-53.3 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 184 158 146 143 122 113 -53.3 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 181 156 144 141 121 112 -53.3 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 179 154 143 138 119 111 -53.3 0.81 1.09 1.27 1 0.85 -1.4 0.255176153142137118110-53.3 0.83 1.11 1.29 1 0.85 -1.4 0.260174151140135117109-53.3 0.85 1.13 1.31 1 0.85 -1.4 0.21001441281201129993-53.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 202 183 167 157 142 129 -59.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 202 178 163 157 138 126 -59.0 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 202 174 160 157 135 124 -59.0 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 202 171 157 157 132 122 -59.0 0.7 0.98 1.16 1 0.85 -1.4 0.235198168155153130120-59.0 0.73 1.01 1.19 1 0.85 -1.4 0.240194166153150128119-59.0 0.76 1.04 1.22 1 0.85 -1.4 0.245191164152148127117-59.0 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 188 162 150 146 125 116 -59.0 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 186 160 149 144 124 115 -59.0 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 183 159 148 142 123 114 -59.0 0.85 1.13 1.31 1 0.85 -1.4 0.210015213512611810498-59.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220233206188181159146-78.7 0.7 0.9 1.08 1 0.85 -1.4 0.225233201185181156143-78.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 224 191 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.85 -1.4 0.245220189175171147136-78.7 0.79 1.07 1.25 1 0.85 -1.4 0.250217187173168145134-78.7 0.81 1.09 1.27 1 0.85 -1.4 0.255214185172166144133-78.7 0.83 1.11 1.29 1 0.85 -1.4 0.260212184171164142132-78.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 170 154 140 132 119 108 -41.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 170 150 137 132 116 106 -41.7 0.7 0.9 1.08 1 0.85 -1.4 0.225170147134132114104-41.7 0.7 0.94 1.12 1 0.85 -1.4 0.230170144132132111102-41.7 0.7 0.98 1.16 1 0.85 -1.4 0.235166141130129110101-41.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 163 139 129 126 108 100 -41.7 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 160 138 127 124 107 99 -41.7 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 158 136 126 122 105 98 -41.7 0.81 1.09 1.27 1 0.85 -1.4 0.25515613512512110497-41.7 0.83 1.11 1.29 1 0.85 -1.4 0.26015413412411910496-41.7 0.85 1.13 1.31 1 0.85 -1.4 0.2100128113-99 88 --41.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 185 168 153 144 130 118 -49.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 185 164 149 144 127 116 -49.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 185 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 185 157 144 144 121 112 -49.7 0.7 0.98 1.16 1 0.85 -1.4 0.235182154142141120110-49.7 0.73 1.01 1.19 1 0.85 -1.4 0.240178152140138118109-49.7 0.76 1.04 1.22 1 0.85 -1.4 0.245175150139136116108-49.7 0.79 1.07 1.25 1 0.85 -1.4 0.250172149138134115107-49.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 139 123 116 108 96 90 -49.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 232 210 191 180 163 148 -77.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220232205187180158145-77.7 0.7 0.9 1.08 1 0.85 -1.4 0.225232200183180155142-77.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 232 196 180 180 152 140 -77.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 227 193 178 176 150 138 -77.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 223 190 176 172 147 136 -77.7 0.76 1.04 1.22 1 0.85 -1.4 0.245219188174170146135-77.7 0.79 1.07 1.25 1 0.85 -1.4 0.250216186172167144133-77.7 0.81 1.09 1.27 1 0.85 -1.4 0.255213184171165143132-77.7 0.83 1.11 1.29 1 0.85 -1.4 0.260210183170163141131-77.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 174 154 145 135 120 112 -77.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 5/8 7.25 Artisan® Lap Siding 5/8 8.25 TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 5.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Kz 24 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 24 Coefficients used for calculations6 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Artisan® Lap Siding 5/8 20ga. Steel(33mil, fy = 33 ksi) No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw Wind exposure category 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 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) Artisan® Lap Siding 5/8 7.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 16 Artisan® Lap Siding 5/8 5.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33 mil, fy = 33 ksi) 24 16 Artisan® Lap Siding Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 6 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category 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 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 151 137 124 117 106 96 -32.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.22015113312111710394-32.8 0.7 0.9 1.08 1 0.85 -1.4 0.22515113011911710192-32.8 0.7 0.94 1.12 1 0.85 -1.4 0.2301511271171179991-32.8 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 148 126 116 114 97 90 -32.8 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 145 124 114 112 96 88 -32.8 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 142 122 113 110 95 88 -32.8 0.79 1.07 1.25 1 0.85 -1.4 0.2501401211121099487-32.8 0.81 1.09 1.27 1 0.85 -1.4 0.2551381201111079386-32.8 0.83 1.11 1.29 1 0.85 -1.4 0.2601371191101069285-32.8 0.85 1.13 1.31 1 0.85 -1.4 0.2100113--88 ---32.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 174 158 143 135 122 111 -43.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 174 153 140 135 119 108 -43.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 174 150 138 135 116 107 -43.7 0.7 0.94 1.12 1 0.85 -1.4 0.230174147135135114105-43.7 0.7 0.98 1.16 1 0.85 -1.4 0.235170145133132112103-43.7 0.73 1.01 1.19 1 0.85 -1.4 0.240167143132129111102-43.7 0.76 1.04 1.22 1 0.85 -1.4 0.245164141130127109101-43.7 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 162 139 129 125 108 100 -43.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 160 138 128 124 107 99 -43.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 158 137 127 122 106 98 -43.7 0.85 1.13 1.31 1 0.85 -1.4 0.2100131116-101 90 --43.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 228 207 188 177 160 146 -75.2 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220228201184177156142-75.2 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 228 197 180 177 152 140 -75.2 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 228 193 177 177 149 137 -75.2 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 223 190 175 173 147 136 -75.2 0.73 1.01 1.19 1 0.85 -1.4 0.240219187173170145134-75.2 0.76 1.04 1.22 1 0.85 -1.4 0.245215185171167143133-75.2 0.79 1.07 1.25 1 0.85 -1.4 0.250212183169164142131-75.2 0.81 1.09 1.27 1 0.85 -1.4 0.255210181168162140130-75.2 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 207 180 167 160 139 129 -75.2 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 171 152 143 133 118 110 -75.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 113 --88 ---18.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220113--88 ---18.5 0.7 0.9 1.08 1 0.85 -1.4 0.225113--88 ---18.5 0.7 0.94 1.12 1 0.85 -1.4 0.230113--88 ---18.5 0.7 0.98 1.16 1 0.85 -1.4 0.235111--86 ---18.5 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 -------18.5 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 -------18.5 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 -------18.5 0.81 1.09 1.27 1 0.85 -1.4 0.255-------18.5 0.83 1.11 1.29 1 0.85 -1.4 0.260-------18.5 0.85 1.13 1.31 1 0.85 -1.4 0.2100-------18.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 128 116 -99 90 --23.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 128 113 -99 87 --23.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 128 110 -99 86 --23.7 0.7 0.94 1.12 1 0.85 -1.4 0.230128--99 ---23.7 0.7 0.98 1.16 1 0.85 -1.4 0.235125--97 ---23.7 0.73 1.01 1.19 1 0.85 -1.4 0.240123--95 ---23.7 0.76 1.04 1.22 1 0.85 -1.4 0.245121--94 ---23.7 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 119 --92 ---23.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 118 --91 ---23.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 116 --90 ---23.7 0.85 1.13 1.31 1 0.85 -1.4 0.2100-------23.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 170 154 140 132 119 108 -41.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220170150137132116106-41.7 0.7 0.9 1.08 1 0.85 -1.4 0.225170147134132114104-41.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 170 144 132 132 111 102 -41.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 166 141 130 129 110 101 -41.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 163 139 129 126 108 100 -41.7 0.76 1.04 1.22 1 0.85 -1.4 0.24516013812712410799-41.7 0.79 1.07 1.25 1 0.85 -1.4 0.25015813612612210598-41.7 0.81 1.09 1.27 1 0.85 -1.4 0.25515613512512110497-41.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 154 134 124 119 104 96 -41.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 128 113 -99 88 --41.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 7.25 5/8 8.25Artisan® Lap Siding 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail 2X4 Wood, s.g.≥ 0.40 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail 2X4 Wood, s.g.≥ 0.40 Blind nail 16 Artisan® Lap Siding 5/8 24 2X4 Wood, s.g.≥ 0.40 24 2X4 Wood, s.g.≥ 0.40 Blind nail 7.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail Artisan® Lap Siding 5/8 5.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail Artisan® Lap Siding 5/8 Artisan® Lap Siding 5/8 5.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail 16 Artisan® Lap Siding 5/8 8.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail 2X4 Wood, s.g.≥ 0.40 16 2X4 Wood, s.g.≥ 0.40 24 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 7 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category 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 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 176 160 145 136 124 112 -44.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 176 155 142 136 120 110 -44.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 176 152 139 136 118 108 -44.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 176 149 137 136 115 106 -44.7 0.7 0.98 1.16 1 0.85 -1.4 0.235172146135133113105-44.7 0.73 1.01 1.19 1 0.85 -1.4 0.240169144133131112103-44.7 0.76 1.04 1.22 1 0.85 -1.4 0.245166143132129110102-44.7 0.79 1.07 1.25 1 0.85 -1.4 0.250164141131127109101-44.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 162 140 130 125 108 100 -44.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 160 138 129 124 107 100 -44.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 132 117 -102 91 --44.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 191 174 158 148 134 122 -52.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220191169154148131119-52.8 0.7 0.9 1.08 1 0.85 -1.4 0.225191165151148128117-52.8 0.7 0.94 1.12 1 0.85 -1.4 0.230191162149148125115-52.8 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 187 159 147 145 123 114 -52.8 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 184 157 145 142 122 112 -52.8 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 181 155 143 140 120 111 -52.8 0.79 1.07 1.25 1 0.85 -1.4 0.250178153142138119110-52.8 0.81 1.09 1.27 1 0.85 -1.4 0.255176152141136118109-52.8 0.83 1.11 1.29 1 0.85 -1.4 0.260174151140134117108-52.8 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 144 127 120 111 99 93 -52.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 237 215 195 184 167 151 -81.2 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 237 209 191 184 162 148 -81.2 0.7 0.9 1.08 1 0.85 -1.4 0.225237205187184159145-81.2 0.7 0.94 1.12 1 0.85 -1.4 0.230237200184184155143-81.2 0.7 0.98 1.16 1 0.85 -1.4 0.235232197182180153141-81.2 0.73 1.01 1.19 1 0.85 -1.4 0.240228195180176151139-81.2 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 224 192 178 173 149 138 -81.2 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 220 190 176 171 147 136 -81.2 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 218 188 175 169 146 135 -81.2 0.83 1.11 1.29 1 0.85 -1.4 0.260215187173167145134-81.2 0.85 1.13 1.31 1 0.85 -1.4 0.2100178158148138122115-81.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 165 150 136 128 116 106 -39.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220165146133128113103-39.5 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 165 143 131 128 111 101 -39.5 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 165 140 128 128 108 99 -39.5 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 162 138 127 125 107 98 -39.5 0.73 1.01 1.19 1 0.85 -1.4 0.24015913612512310597-39.5 0.76 1.04 1.22 1 0.85 -1.4 0.24515613412412110496-39.5 0.79 1.07 1.25 1 0.85 -1.4 0.25015413212311910395-39.5 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 152 131 122 118 102 94 -39.5 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 150 130 121 116 101 94 -39.5 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 124 110 -96 85 --39.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 176 160 145 136 124 112 -44.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220176155142136120110-44.8 0.7 0.9 1.08 1 0.85 -1.4 0.225176152139136118108-44.8 0.7 0.94 1.12 1 0.85 -1.4 0.230176149137136115106-44.8 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 172 147 135 134 114 105 -44.8 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 169 144 133 131 112 103 -44.8 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 166 143 132 129 111 102 -44.8 0.79 1.07 1.25 1 0.85 -1.4 0.250164141131127109101-44.8 0.81 1.09 1.27 1 0.85 -1.4 0.255162140130125108100-44.8 0.83 1.11 1.29 1 0.85 -1.4 0.260160139129124107100-44.8 0.85 1.13 1.31 1 0.85 -1.4 0.21001321171101029185-44.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 209 190 173 162 147 134 -63.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 209 185 169 162 143 131 -63.3 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 209 181 165 162 140 128 -63.3 0.7 0.94 1.12 1 0.85 -1.4 0.230209177163162137126-63.3 0.7 0.98 1.16 1 0.85 -1.4 0.235205174161159135124-63.3 0.73 1.01 1.19 1 0.85 -1.4 0.240201172159156133123-63.3 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 198 170 157 153 131 122 -63.3 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 195 168 155 151 130 120 -63.3 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 192 166 154 149 129 119 -63.3 0.83 1.11 1.29 1 0.85 -1.4 0.260190165153147128119-63.3 0.85 1.13 1.31 1 0.85 -1.4 0.2100157139131122108101-63.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 Blind nail 20ga. Steel (33mil, fy = 33 ksi) 16 20ga. Steel (33mil, fy = 33 ksi) 8.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 Blind nail 20ga. Steel (33mil, fy = 33 ksi) Artisan® Lap Siding 5/8 7.25 Blind nail Artisan® Lap Siding 5/8 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 Artisan® Lap Siding 5/8 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 Artisan® Lap Siding 5/8 7.25 Blind nail 24 20ga. Steel (33mil, fy = 33 ksi) 5.25 Blind nail 20ga. Steel (33mil, fy = 33 ksi) 24 16 20ga. Steel (33mil, fy = 33 ksi) 24 Artisan® Lap Siding 5/8 8.25 Blind nail Artisan® Lap Siding 5/8 5.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 16 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 8 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category 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 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 235 214 194 182 165 150 -80.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220235208189182161147-80.0 0.7 0.9 1.08 1 0.85 -1.4 0.225235203186182157144-80.0 0.7 0.94 1.12 1 0.85 -1.4 0.230235199183182154142-80.0 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 230 196 181 179 152 140 -80.0 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 226 193 178 175 150 138 -80.0 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 222 191 176 172 148 137 -80.0 0.79 1.07 1.25 1 0.85 -1.4 0.250219189175169146135-80.0 0.81 1.09 1.27 1 0.85 -1.4 0.255216187173167145134-80.0 0.83 1.11 1.29 1 0.85 -1.4 0.260214185172165143133-80.0 0.85 1.13 1.31 1 0.85 -1.4 0.2100177157147137121114-80.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 242 219 199 187 170 154 -84.4 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220242213195187165151-84.4 0.7 0.9 1.08 1 0.85 -1.4 0.225242209191187162148-84.4 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 242 204 188 187 158 146 -84.4 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 237 201 185 183 156 144 -84.4 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 232 198 183 180 154 142 -84.4 0.76 1.04 1.22 1 0.85 -1.4 0.245228196181177152140-84.4 0.79 1.07 1.25 1 0.85 -1.4 0.250225194180174150139-84.4 0.81 1.09 1.27 1 0.85 -1.4 0.255222192178172149138-84.4 0.83 1.11 1.29 1 0.85 -1.4 0.260219190177170147137-84.4 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 182 161 151 141 125 117 -84.4 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 263 239 217 204 185 168 -100.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220263232212204180164-100.0 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 263 227 208 204 176 161 -100.0 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 263 222 204 204 172 158 -100.0 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 258 219 202 200 170 156 -100.0 0.73 1.01 1.19 1 0.85 -1.4 0.240253216199196167154-100.0 0.76 1.04 1.22 1 0.85 -1.4 0.245249213197192165153-100.0 0.79 1.07 1.25 1 0.85 -1.4 0.250245211195189163151-100.0 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 242 209 194 187 162 150 -100.0 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 239 207 192 185 160 149 -100.0 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 198 175 164 153 136 127 -100.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 180 163 148 139 126 115 -46.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220180159145139123112-46.7 0.7 0.9 1.08 1 0.85 -1.4 0.225180155142139120110-46.7 0.7 0.94 1.12 1 0.85 -1.4 0.230180152140139118108-46.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 176 150 138 136 116 107 -46.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 173 147 136 134 114 105 -46.7 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 170 146 135 131 113 104 -46.7 0.79 1.07 1.25 1 0.85 -1.4 0.250167144133129112103-46.7 0.81 1.09 1.27 1 0.85 -1.4 0.255165143132128111103-46.7 0.83 1.11 1.29 1 0.85 -1.4 0.260163141131126110102-46.7 0.85 1.13 1.31 1 0.85 -1.4 0.21001351201121059387-46.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 201 183 166 156 142 129 -58.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 201 178 162 156 138 126 -58.5 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 201 174 159 156 135 123 -58.5 0.7 0.94 1.12 1 0.85 -1.4 0.230201170156156132121-58.5 0.7 0.98 1.16 1 0.85 -1.4 0.235197168154153130120-58.5 0.73 1.01 1.19 1 0.85 -1.4 0.240193165152150128118-58.5 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 190 163 151 147 126 117 -58.5 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 187 161 149 145 125 116 -58.5 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 185 160 148 143 124 115 -58.5 0.83 1.11 1.29 1 0.85 -1.4 0.260183158147142123114-58.5 0.85 1.13 1.31 1 0.85 -1.4 0.210015113412611710497-58.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 8.25 Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375"Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF 16 2X4 Wood SPF 16 Artisan® Lap Siding Artisan® Lap Siding 5/8 16Artisan® Lap Siding 5/8 8.25 Blind: 8d siding nail 0.092" X 0.225" X 2.5" Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF Artisan® Lap Siding 5/8 7.25 Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375"Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF 16 5/8 Artisan® Lap Siding 5/8 5.25 Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375" Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 167.25 Blind: 8d siding nail 0.092" X 0.225" X 2.5" Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 9 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category 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 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 263 239 217 204 185 168 -100.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 263 232 212 204 180 164 -100.0 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 263 227 208 204 176 161 -100.0 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 263 222 204 204 172 158 -100.0 0.7 0.98 1.16 1 0.85 -1.4 0.235258219202200170156-100.0 0.73 1.01 1.19 1 0.85 -1.4 0.240253216199196167154-100.0 0.76 1.04 1.22 1 0.85 -1.4 0.245249213197192165153-100.0 0.79 1.07 1.25 1 0.85 -1.4 0.250245211195189163151-100.0 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 242 209 194 187 162 150 -100.0 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 239 207 192 185 160 149 -100.0 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 198 175 164 153 136 127 -100.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 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). 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 LIMITATIONS OF USE: In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 1. Installation must be in accordance with siding manufacturer's instructions. 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 Artisan® Lap Siding 5/8 5.25 Blind: 8d siding nail 0.092" X 0.225" X 2.5"Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2. Screws shall penetrate the metal framing at least three full threads. Knurled shank pins must penetrate steel framing at least 1/4 inch. 4. Vasd = nominal design wind speed 2X4 Wood SPF 16 Florida Product Approval Artisan® Lap Siding • For use inside HVHZ: o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20-0730.07. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with CAE Engineering Reports No.:2001-10.1.1. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. E 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) B L STORAGE E A Store flat and keep dry and covered prior to installation (fig 1). Installing siding wet or A P saturated may result in shrinkage at joints. Protect edges and corners from breakage. James D Hardie is not responsible for damage caused by improper storage and handling of the product D L HANDLING A When working with Artisan® siding and trim products, carry the product on edge. If only one P person is carrying the product, hold it in the middle and spread arms apart to better support the product (fig 2). If two people are carrying the product, hold it near each end and on edge (fig 3). Do not lift or carry Artisan products flat (fig 4). Figure 1 Figure 2 Figure 3 Figure 4 CUTTING INSTRUCTIONS OVERVIEW Figure 5 24 in o.c. max 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: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system b. Better: Circular saw equipped with a HardieBlade saw blade and a dust collection feature (e.g. Roan® Saw) C. Good: Circular saw equipped with a HardieBlade saw blade – NEVER grind or cut with a power saw indoors. plywood or OSB sheathing water-resistive barrier Install a 1 1/2 in starter strip to off stud tongue and groove joint concrete foundation leave appropriate gap between planks and trim, then caulk* – NEVER dry sweep dust; use wet dust suppression or vacuum to collect dust. For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade saw blades. NOTE: James Hardie makes no representation or warranty that use of a particular cutting option will assure your compliance with applicable laws and safety requirements. If you are unsure which cutting option is best for your jobsite, consult a qualified industrial hygienist or safety professional, or contact your James Hardie representative for assistance. ensure a consistent plank angle * Apply caulk in accordance with caulk manufacturers’ written application instructions. ART1701 P1/8 07/18 LAP SIDING | BEADED LAP SIDING | ACCENT TRIM Visit jameshardiepros.com for the most recent version. Artisan® Lap Siding and Trim EFFECTIVE JULY 2018 Artisan® Lap Siding and Trim in min 4 in x 4 in remove tongue or groove when butting trim correct method GENERAL REQUIREMENTS • Artisan 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.jameshardiepros.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. HardieWrap® Weather Barrier, a non-woven non-perforated housewrap, does comply with building code requirements. • All flashing and clearance details in figs. 6-18 MUST be followed when installing James Hardie® products. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6in. in the first 10ft. • Do not use Artisan lap siding in fascia or trim applications. • Do not install James Hardie products such that they may remain in contact with standing water. • Artisan lap siding may be installed on flat vertical wall applications only. • DO NOT use stain, oil/alkyd based paint, or powder coating on James Hardie products. • 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 #8 “Expansion Characteristics of James Hardie Siding Products” at www.jameshardiepros.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. CLEARANCE AND FLASHING REQUIREMENTS • Artisan lap butt joints are designed to be installed off stud. Do not nail within 2 in. of tongue and groove at end of planks. • James Hardie recommends cutting tongue or groove off when butting into trim boards (fig. 18). • When ending Artisan lap at the bottom of a window or at the top of a wall, a finishing strip similar to a starter strip may be necessary to achieve a proper plank angle. Also when cutting Artisan lap around doors, windows, or other horizontal trim applications, an additional starter strip may be necessary to achieve proper plank angle (fig. 7). Figure 6 Roof to Wall Min. 1 in Figure 7 Horizontal Flashing Min. ¼ in Do not caulk Figure 8 Kickout Flashing Figure 9 Slabs, Path, Steps to Siding Min. 1in Figure 10 Deck to Wall Z-Flashing Figure 11 Ground to Siding Figure 12 Gutter to Siding Figure 13 Sheltered Areas Z-Flashing Figure 14 Mortar/Masonry Min. 1in 6 in 1in Min. ¼ in Min. ¼ in Figure 15 Drip Edge Figure 16 Block Penetration Z-Flashing Min. ¼ in Do not caulk Figure 17 Valley/Shingle Extension Figure 18 Butting to Trim ART1701 P2/8 07/18 Extend shingles at least 1 in out from the fascia when gutters are present As required by IRC code Z-Flashing L-Flashing Z-Flashing Min. ¼ in JOINT PLACEMENT Artisan® Lap Siding and Trim ARTISAN® ACCENT TRIM Artisan Lap and Beaded Lap siding require a trim thickness of 1 1/2 in for proper aesthetics (fig 21). • When installing Artisan® Accent Trim all clearance & flashing details figs 6 through 18 must be followed. • 2-1/2 in minimum 16 ga. finish nails may be used to attach Artisan Accent Trim to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. • Fastening instructions are similar for all applications. When using finish nails, position nails no closer than 1/2 in from the edges of the trim and for all other fasteners no closer than 3/4 in. Fasteners must be no closer than 1 in. from ends of trim and spaced a maximum of 16 in o.c. Ensure trim is adequately fastened. Note: James Hardie recommends installing trim boards so that seams are not visible from the front facing or street curb view (fig.20). • Flashing is required over all horizontal protruding and exposed trim. Figure 19 Figure 20 Figure 21 1.5 in thick trim Board Width Pre-built corner Site Built Corners Other areas (e.g. window trim, band boards and fascia) 4 in 1 nail every 16 in to attach boards together + 2 nails every 16 in each board 2 nails every 16 in 2 nails every 16 in 6 in 1 nail every 16 in to attach boards together + 3 nails every 16 in each board 3 nails every 16 in 3 nails every 16 in HARDIETRIM™ TABS & CORNER TABS For Corners, Band Boards, Windows, and Door Applications: Artisan Accent Trim boards can be installed with Flat Tabs and Corner Tabs, which provide concealed fastening. Only HardieTrim™ Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening. Fastener spacing will vary based on application. Refer to fastener table on page 5. Refer to specific sections in these instructions for required fastener spacing by application (window, band board, etc.) Step 1: Attach Flat Tabs to the back side of the trim using four(4) 18 ga. 1/2 in L x 1/4 in W narrow crown corrosion resistant staples, equally spaced in one row, positioned no closer than 1/2 in from trim edges using a pneumatic staple gun. (Figure 22) Step 2: For wood frame construction, attach the trim to the building with minimum 2, 6d siding nails fastened through the HardieTrim Flat Tabs. ET&F or equivalent fasteners Figure 22 may be used to attach the Flat Tabs to steel frame construction. Min 2 in Fasten 4 staples to the center of the nailing ridge. Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples & fasteners be used when installing HardieTrim Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim tabs must not come in direct contact with ACQ or CA preservative-treated wood. Refer to the General Fastening section of this document for further information. Figure 23 Fasten HardieTrim Flat Tab to minimum 7/16 in OSB with min 2, 6d siding nails ART1701 P3/8 07/18 Artisan Accent Trim 22.5º - 45º weather cut Artisan Accent Trim 1-1/2 in top view using Artisan Accent Trim front facing trim board (see note above) 3 1/2 in Min 1/2 in 16 in OC max HardieTrim Flat Tab 1-1/2 in 3-1/2 in JOINT PLACEMENT JOINT TREATMENT Artisan® Lap Siding and Trim TRIMMING CORNERS When using HardieTrim tabs prebuild outside corners off the wall: • Attach HardieTrim Corner Tabs to the back side of the trim using eight (8) - 18 ga. 1/2 in L x 1/4 in W narrow crown corrosion resistant staples using a pneumatic stapler. Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards. (Figure 24) • For wood frame construction, attach the trim to the building with 6d siding nails fastened through the Corner Tabs. ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 25) • Attach a HardieTrim Corner Tab 1 in from each end and every 20 in o.c. • TIP: Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figure 27) Figure 24 Use 4 staples per Figure 25 Figure 26 Figure 27 For Jig: Fasten 2 in x 4 in HardieTrim™ Corner Tab piece of trim to fasten the Corner studs 22.5º - 45º Corner Tabs timber blocks to a work bench Figure 28 L-shaped tab to the pre-built corner. Use the nail line on the tabs as a guide. Siding nail Corner Tab weather cut x 8 in stud blocks corner studs Artisan Accent Trim boards can also be installed directly to the building (fig. 31) around corners using 2-1/2 in long minimum 16 ga. galvanized finishing nails every 16 in o.c. 2-1/2 in Finish nail TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS* Trim the opening prior to the installation of the siding (Figure 29). Place a Flat Tab at the end of each trim board and one tab every 16 in OC. Figure 31 Flashing needs to be Water-resistive Barrier 1/4 in gap Do not caulk Attach the trim boards and Flat Tabs around the opening as shown in Figures 29 and 30. Figure 30 tucked under the water resistive barrier and over the Flat Tabs. between the siding and the flashing. Figure 29 Side trim pieces go to the top of the window. Bottom trim piece is the width of the window. Header piece spans the window including the side trim pieces. 1/8 in caulked gap is left between siding and the side trim pieces. *Follow your window/door manufacturers installation instructions for caulking guidance between window/door trim. ART1701 P4/8 07/18 Artisan Fasten 2 in Accent Trim to the timber JOINT PLACEMENT JOINT TREATMENT Artisan® Lap Siding and Trim BAND BOARD A flashing is required over the trim and HardieTrim Flat Tabs. (Figure 34) Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Place a HardieTrim Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in o.c. The HardieTrim Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board (Figure 32 & 33). Use 16 ga. galvanized 2 in long finish nails to ensure proper fastening if needed. Figure 32 Figure 33 HardieTrim Flat Tabs 16 in o.c. max Fasten 4 staples to the center of the nailing ridge Figure 34 Sheathing Blocking Weather- resistive barrier Artisan Lap Siding 1/4 in gap. Do not caulk. Flashing Figure 35 FLUSH Flat and Corner Tabs Do not under drive nails. Only use staples to fasten Flat and Corner Tabs to the trim boards. Flat and Corner Tabs Siding nail attaches tab to the wall. HARDIETRIM TAB FASTENER TABLE Flat Tabs Caulk Artisan Accent Trim Board APPLICATION FRAMING MATERIAL TAB IS NAILED INTO FASTENER (TAB TO FRAMING) FASTENER (TAB TO ARTISAN ACCENT TRIM) MAX TAB SPACING (INCHES ON CENTER) FLAT TAB Wood Stud (minimum G=0.42) One 6d corrosion resistant siding nail installed through center of flange into framing Four 18 ga. X 1/2 in long X 1/4 in wide corrosion resistant crown staples, equally spaced in one row 16 Minimum APA rated 7/16 in OSB Two 4d ring shank corrosion resistant siding nails equally spaced installed through flange into framing Minimum 20 gauge steel One No. 8 X 1 in long X 0.323 in head diameter screw (corrosion resistant) installed through flange into framing CORNER TAB Wood Stud (minimum G=0.42) On each flange, Install one 6d corrosion resistant siding nail through flange into framing For each piece of trim, install Four 18 ga. X 1/2 in long X 1/4 in wide corrosion resistant crown staples, equally space in two rows 20 Minimum APA rated 7/16 in OSB On each flange, Install two 4d ring shank corrosion resistant siding nails through flange into framing Minimum 20 gauge steel On each flange, Install one No. 8 X 1 in long X 0.323 in head diameter screw (corrosion resistant) through flange into framing Wind-Borne Debris Region: Additional fasteners may be necessary when installing tabs in a Wind-Borne Debris Region, please call Technical Services 800-942-7343 with any questions. ART1701 P5/8 07/18 HardieTrim Flat Tabs 16 in o.c. max JOINT PLACEMENT JOINT TREATMENT Artisan® Lap Siding and Trim ARTISAN® LAP & BEADED LAP SIDING JOINT PLACEMENT Artisan Lap and Beaded Lap siding butt joints are designed to be installed off stud. Butt joints must not fall within 4 inches of a stud (fig. 38). Do not nail within 2 in. of the end of planks. JOINT TREATMENT Install factory finished tongue and groove edges together at butt joints using Joint Flashing (fig 36). STARTER STRIP Install a 1-1/2 in starter strip to ensure a consistent plank angle (fig 5). FASTENER REQUIREMENTS Figure 37 Figure 38 Figure 36 * As required by local building code 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. 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. 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 • 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). (fig. A) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, Artisan lap 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. • Do not use aluminum fasteners, staples, or clipped head nails. Countersink, Fill & Add Nail drives the nail. (Drive under driven nails snug with a smooth faced hammer - snug flush DO NOT DO NOT Does not apply for installation to steel framing). Figure A Figure B under drive nails staple ART1701 P6/8 07/18 water-resistive barrier • Do not nail within 2 in of tongue and groove at end of planks. • Use the nailing line provided on the board for proper nail placement. blind nail 1 1/4 in min. overlap Butt joints must not fall within 4 inches of a stud. DO NOT USE NAIL LINE AS LAP LINE water-resistive barrier stud nailing line 24 in O.C. max. PROPER NAIL PLACEMENT DO NOT USE NAIL LINE AS LAP LINE water-resistive barrier Wood Framing •Siding nail (0.09 inshank x 0.221 in HD x 2 1/4 in long) Steel Framing •Ribbed Bugle Head screw (No.8-18 x 0.323 in HD x 1 5/8 in long) min. 1 1/4 in overlap BLIND NAILING (required) joint flashing* Artisan lap siding WARNING Artisan® Lap Siding and Trim CAULKING & PAINTING 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. DO NOT use stain or oil/alkyd base paints on James Hardie® products. Factory-primed James Hardie Products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates, refer to paint manufacturer’s specifications. Back-rolling is recommended if the paint is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. 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 matched caulks are available from your ColorPlus product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. PAINTING SIDING AND TRIM WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew. • Repriming is normally not necessary. • 100% acrylic topcoats are recommended. • DO NOT use stain or oil/alkyd based paints 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. CARE & MAINTENANCE Recommended maintenance includes, but is not limited to: • Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* • Re-applying of exterior finishes.* • Maintaining the exterior envelope and connections including joints, penetrations, flashings, and sealants (caulking) that may provide a means of moisture entry beyond the exterior cladding. • Cleaning out gutters, blocked pipes, and overflows as required. • Pruning back vegetation that is touching the building. Clearance between the siding and shrubs is recommended. • Ensuring required external ground clearances and drainage slopes are maintained. * Refer to your paint manufacturer for washing and recoating recommendations. ART1701 P7/8 07/18 Artisan® Lap Siding and Trim WARNING High pressure water blast and sand blasting may damage the surface of the fiber cement product. Low pressure water spray, a soft medium bristle (nonmetal) brush is most suitable for cleaning fiber cement products. Acid washing can damage the fiber cement surface and is not recommended. Note: If using a pressure washer, care must be taken to ensure that the water stream does not damage the surface of the siding. Damage to siding arising from improper cleaning or maintenance may not be covered by the James Hardie warranty. Using wide fan tips that are kept a minimum of 6 feet from the wall and at pressures under 1500 psi will minimize the chance of damaging the siding. COVERAGE CHART/ESTIMATING GUIDE 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. Note: Number of 12 ft planks, Includes 5% waste factor. 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-2290, Artisan® lap is recognized as a suitable alternate to that specified in: the 2006, 2009, 2012 & 2015 International Residential Code for One and Two-Family Dwellings, and the 2006, 2009 2012 & 2015 International Building Code, Artisan lap is also recognized for application in the following: State of Florida listing FL#10477, Dade County, Florida NOA No. 15-0122.03.02 and Texas Department of Insurance Product Evaluation EC-55. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HardieTrim® boards may be installed as an equal alternative to conventional trim permitted for use in; 2006, 2009, 2012 & 2015 International Building Code, Section 1403.1, and the 2006, 2009, 2012 & 2015 International Residence Code for One - and Two - Family - Dwellings, Section R703.1. © 2018 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 ART1701 P8/8 07/18 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 Coverage Area Less Openings 1 SQ = (100sq. ft.) Lap Width Exposure 5 1/4 4 7 1/4 6 8 1/4 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 1 of 44 EVALUATION SCOPE: ASCE 7-10 & 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code® EVALUATION PURPOSE: REFERENCE REPORTS: TEST RESULTS: IC-1035-88 9.5 20 ga. steel studs 20 ga. steel studs 20 ga. steel studs 20 ga. steel studs 20 ga. steel studs 20 ga. steel studs 20 ga. steel studs 16 24 16 24 16 24 16 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long No. 8 X 1- 1/4" long X 0.375" head diameter ribbed wafer head screw Face nail Face nail Blind nail Blind nail Face nail Face nail Blind nail 317 173 64 50 151 81 169.2 105.7 57.7 21.3 16.7 50.3 27.0 56.4 0.556 0.833 0.778 1.167 1.194 1.792 0.917 6.25 8.25 12Siding Width (in.) Effective Tributary Area (sqft) Design Load (psf) EVALUATION SUBJECT HardiePlank® Lap Siding James Hardie Product Trade Names covered in this evaluation:HardiePlank® Lap Siding, CemPlank® Siding, Prevail™ Lap Siding This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank (CemPlank, Prevail Lap) siding when fastened to wood or metal framing with various fasteners. Table 1A. Results of Transverse Load Testing for Configurations with Steel Framing 11149 /1554 11149 /1554B 11149 /1554A 0.3125 Ramtech's Reference Test Report Number Siding Thickness (in.) Frame Type Frame Spacing (in.) Fastener Type Fastening Method Ultimate Load (psf) 1.Intertek Report 3067913 (ASTM C1186) Material properties HardiePlank Siding 2. Ramtech Laboratories, Inc. Report 10593-96/1395 (ASTM E330) Transverse Load Test, 5/16" Thick by 7.5 inch wide HardiePlank Lap Siding installed on 2X4 W-Fir wood studsspace at 16 inches on center with a 0.093 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 3.Ramtech Laboratories, Inc. Report IC-1034-88 (ASTM E330) Transverse Load Test, 5/16" Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Fir wood studsspace at 16 inches on center with a Number 11 gauge 1-3/4 inch long galvanized roofing nail 4. Ramtech Laboratories, Inc. Report IC-1020-88 (ASTM E330) Transverse Load Test, 5/16" Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Fir wood studs space at 16 inches on center with a 6d common nail 5.Ramtech Laboratories, Inc. Report 2149-07-10 (C) (ASTM E330)Transverse Load Test, 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Doug-Fir-Larch wood studs space at 16 inches on center with an 8d ring shank box nail, 0.113 inch shank by 0.260 inch head diameter by 2.375 inch long 6.Ramtech Laboratories, Inc. Report 2149-07-10 (E) (ASTM E330) Transverse Load Test, 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Doug-Fir-Larch wood studs space at 16 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 7.Ramtech Laboratories, Inc. Report 2341-08-06 (ASTM E330) Transverse Load Test, 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Doug-Fir-Larch wood studs space at 16 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2 inch long galvanized siding nail 8.Ramtech Laboratories, Inc. Report 2149-07-10 (F) (ASTM E330) Transverse Load Test, 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Spruce-Pine-Fur wood studs space at 16 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 9.Ramtech Laboratories, Inc. Report 11149/1554 (ASTM E330) Transverse Load Test 5/16" Thick by 6.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 inches on center with ET&F knurled pin fastener 10. Ramtech Laboratories, Inc. Report 11149/1554B (ASTM E330) Transverse Load Test 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 inches on center with ET&F knurled pin fastener 11.Ramtech Laboratories, Inc. Report 11149/1554A (ASTM E330) Transverse Load Test 5/16" Thick by12 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 inches on center with ET&F knurled pin fastener 12.Ramtech Laboratories, Inc. Report IC-1035-88 (ASTM E330) Transverse Load Test 5/16" Thick by 9.5 inch HardiePlank Lap Siding installed on 20ga Metal Stud Spaced 16 Inches on Center With No. 8 X 1-1/4" long X 0.375" head diameter ribbed wafer head screws Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 2 of 44 58.7 48.1 16.6 19.4 60.1 48.4 51.7 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 10593- 96/1395 IC-1034- 88 IC-1020- 88 2149-07- 10(C) 2149-07- 10(E)2341-08-06 2149-07- 10(F) 7.5 9.5 9.5 8.25 8.25 8.25 8.25 2X4 wood Hem-Fir * 2X4 wood Hem-Fir * 2X4 wood Hem-Fir * 2X4 wood DFL 2X4 wood DFL 2X4 wood DFL 2X4 wood SPF 16 16 16 16 16 16 16 8d siding nail, 0.093" X 0.222" X 2.5" 1-3/4" No. 11 ga. Roofing nail 6d common nail 8d ring shank box nail, 0.113" X 0.260" X 2.375" 8d siding nail, 0.092" X 0.222" X 2.5" 6d siding nail, 0.092" X 0.222" X 2" 8d siding nail, 0.092" X 0.222" X 2.5" 2.5 1.75 2 2.375 2.5 2 2.5 Blind nail Blind nail Face nail Face nail Face nail Face nail Face nail 92 146.6 199 296 253 165 168 30.7 48.9 66.3 98.7 84.3 55.0 56.00.694 0.917 0.917 0.778 0.778 0.778 0.778 21.3 44.8 60.8 76.7 65.6 42.8 43.6 51.4 43.5 39.2 142.4 67.3 49.4 43.5 2.188 1.438 1.375 1.750 1.875 1.375 1.875 0.42 0.42 0.42 0.50 0.50 0.50 0.42 0.093 0.120 0.113 0.113 0.092 0.092 0.092 14.7 18.9 17.8 50.9 22.4 22.4 14.5 no yes yes no no no yes no adjustment 47.5 42.8 no adjustment no adjustment no adjustment 56.0 * The assigned specific gravity of Hem Fir in NDS-2018 is 0.43, however 0.42 is used in this analysis in order to match the specific gravity of SPF lumber, which is more poular. 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. The siding product complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 3. The NDS fastener adjusted withdrawal design values, W', are calculated using the following equations: NDS Eq. 12.2-3 for smooth shank nails: W' = Cd x 1380 x G2.5 x D x P, Cd = 1.6 NDS Eq.Eq. 12.2-5 for deformed shank nails: W' = Cd x 1800 x G2 x D x P, Cd = 1.64. Adjusted Design Load, when the fastener load from the testing exceeds the NDS calculated withdrawal capacity (W') = W'/Effective Tributary Area Table 2A, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100” knurled shank x 0.250” HD x 1.5” long, 16" OC 20ga Metal Studs, fasteners exposed (face nail)Check for results using 6.25 inch plank values from Report Number 11149/1554 and 11149/1554A.Design load = ultimate failure load/FOS = -317psf/3 = -105.7 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((6.25-1.25) X 16)/144 = 0.556 sq.ft. Fastener load = design load X tributary area = -105.67 X 0.556 = -58.7 pounds Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 16 0.4444 -132.08 -58.70 6.25 -317 16 0.5556 -105.67 -58.70 7.25 16 0.6667 -88.06 -58.70 7.5 16 0.6944 -84.53 -58.708160.7500 -78.27 -58.70 8.25 16 0.7778 -75.48 -58.70 9.25 16 0.8889 -66.04 -58.70 9.5 16 0.9167 -64.04 -58.70 12 -151 16 1.1944 -50.33 -60.12 Table 1B. Results of Transverse Load Testing for Configurations with Wood Framing 0.3125 Fastener Load , as tested (lb/fastener) Net Fastener Penetration (in.), P Wood Specific Gravity, G Nail Shank Diameter (in.), DFastener Withdrawal Design Value per NDS 2018 (lb/in. of penetration), W For Table 2A to 2N the designs loads are calculated by proportioning the tributary area to each fastener, thereby design load to each fastener will be kept constant. By doing so, the allowable design load for various HardiePlank widths and stud spacing are determined. Ramtech's Referenced Test Report Number Siding Thickness (in.) Fastener Length (in.) Fastener Load as tested exceeds NDS witdrawal W' (yes/no) Design Load (psf), see Table Effective Tributary Area (sqft)Fastener Load, as tested (lb/fastener) Fastener Type Frame Spacing (in.) Siding Width (in.) 2. The siding product complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. Adjusted Design Load (psf), see table footnote 4 Frame Type NDS Adjusted withdrawal design load (lb/fastener) , W' (see Table Fastening Method Ultimate Load (psf) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 3 of 44 Table 2B, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100” knurled shank x 0.250” HD x 1.5” long, 24" OC 20ga Metal Studs, fasteners exposed (face nail)Check for results using 6.25 inch plank values from Report Number 11149/1554 and 11149/1554A.Design load = ultimate failure load/FOS = 173psf/3 = 57.67 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((6.25-1.25) X 24)/144 = 0.8333 sq.ft. Fastener load = design load X tributary area = 57.67 X 0.8333 = 48.06 pounds Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 24 0.6667 -72.08 -48.06 6.25 -173 24 0.8333 -57.67 -48.06 7.25 24 1.0000 -48.06 -48.067.5 24 1.0417 -46.13 -48.068241.1250 -42.72 -48.06 8.25 24 1.1667 -41.19 -48.06 9.25 24 1.3333 -36.04 -48.06 9.5 24 1.3750 -34.95 -48.06 12 -81 24 1.7917 -27.00 -48.38 Table 2C, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100” knurled shank x 0.313” HD x 1.5” long, 16" OC 20ga Metal Studs, fasteners concealed (blind nail) Check for results using 8.25 inch plank values from Report Number 11149/1554B.Design load = ultimate failure load/FOS = -64psf/3 = -21.33 psfEffective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.778 sq.ft. Fastener load = design load X tributary area = -21.33 X 0.778 = -16.59 pounds Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 16 0.4444 -37.33 -16.59 6.25 16 0.5556 -29.87 -16.59 7.25 16 0.6667 -24.89 -16.59 7.5 16 0.6944 -23.89 -16.598160.7500 -22.12 -16.59 8.25 -64 16 0.7778 -21.33 -16.59 9.25 16 0.8889 -18.67 -16.59 9.5 16 0.9167 -18.10 -16.59 12 16 1.1944 -13.89 -16.59 Table 2D, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100” knurled shank x 0.313” HD x 1.5” long, 24" OC 20ga Metal Studs, fasteners concealed (blind nail) Check for results using 8.25 inch plank values from Report Number 11149/1554B. Design load = ultimate failure load/FOS = -50psf/3 = -16.67 psfEffective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 24)/144 = 1.1667 sq.ft.Fastener load = design load X tributary area = -16.67 X 1.1667 = -19.44 pounds Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 24 0.6667 -29.17 -19.44 6.25 24 0.8333 -23.33 -19.44 7.25 24 1.0000 -19.44 -19.44 7.5 24 1.0417 -18.67 -19.44 8 24 1.1250 -17.28 -19.44 8.25 -50 24 1.1667 -16.67 -19.449.25 24 1.3333 -14.58 -19.44 9.5 24 1.3750 -14.14 -19.44 12 24 1.7917 -10.85 -19.44 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 4 of 44 Table 2E, Allowable Design Loads Based on Constant Fastener Load, No. 8 X 1-5/8" long X 0.375" HD ribbed waferhead screw, 20ga. Metal Studs, fasteners concealed (blind nail)Check for results using 9.5 inch plank values from Report Number IC-1035-88Design load = ultimate failure load/FOS = -169.2psf/3 = -56.4 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((9.5-1.25) X 16)/144 = 0.9167 sq.ft. Fastener load = design load X tributary area = -56.4 X 0.9167 = -51.7 pounds Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -116.33 -51.70 24 0.6667 -77.55 6.25 16 0.5556 -93.06 -51.70 24 0.8333 -62.04 7.25 16 0.6667 -77.55 -51.70 24 1.0000 -51.70 7.5 16 0.6944 -74.45 -51.70 24 1.0417 -49.63 8 16 0.7500 -68.93 -51.70 24 1.1250 -45.968.25 16 0.7778 -66.47 -51.70 24 1.1667 -44.319.25 16 0.8889 -58.16 -51.70 24 1.3333 -38.78 9.5 -169.2 16 0.9167 -56.40 -51.70 24 1.3750 -37.60 12 16 1.1944 -43.28 -51.70 24 1.7917 -28.86 Table 2F, Allowable Design Loads Based on Constant Fastener Load, 8d siding nail 2.5" L, SPF Studs, fasteners concealed (blind nail)Check for results using 7.5 inch plank values from Report Number 10593-96/1395. The following example will demonstrate the basic analysis:Design load = ultimate failure load/FOS = -92psf/3 = -30.7psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((7.5-1.25) X 16)/144 = 0.694 sq.ft. Fastener load = design load X tributary area = -30.7 X 0.694 = -21.3 pounds, which will be used for the calculation Adjusted fastener withdrawal load from NDS, W' = 54.5 lb/fastener, which is larger than the tested fastener load Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -47.92 -21.30 24 0.6667 -31.94 6.25 16 0.5556 -38.33 -21.30 24 0.8333 -25.567.25 16 0.6667 -31.94 -21.30 24 1.0000 -21.30 7.5 -92 16 0.6944 -30.67 -21.30 24 1.0417 -20.44 8 16 0.7500 -28.40 -21.30 24 1.1250 -18.93 8.25 16 0.7778 -27.38 -21.30 24 1.1667 -18.25 9.25 16 0.8889 -23.96 -21.30 24 1.3333 -15.97 9.5 16 0.9167 -23.23 -21.30 24 1.3750 -15.4912161.1944 -17.83 -21.30 24 1.7917 -11.89 Table 2G, Allowable Design Loads Based on Constant Fastener Load, No. 11ga. Roofing nail 1-3/4" L, SPF Studs, fasteners concealed (blind nail)Check for results using 9.5 inch plank values from Report Number IC-1034-88.Design load = ultimate failure load/FOS = -146.6psf/3 = -48.9 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.9167 sq.ft. Fastener load = design load X tributary area = -48.9 X .9167 = -44.79 pounds Calculated allowable design load = W' divided by effective tributary area HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -97.97 -43.54 24 0.6667 -65.31 6.25 16 0.5556 -78.38 -43.54 24 0.8333 -52.25 7.25 16 0.6667 -65.31 -43.54 24 1.0000 -43.54 7.5 16 0.6944 -62.70 -43.54 24 1.0417 -41.808160.7500 -58.06 -43.54 24 1.1250 -38.708.25 16 0.7778 -55.98 -43.54 24 1.1667 -37.32 9.25 16 0.8889 -48.99 -43.54 24 1.3333 -32.66 9.5 -146.6 16 0.9167 -47.50 -43.54 24 1.3750 -31.67 12 16 1.1944 -36.45 -43.54 24 1.7917 -24.30 Adjusted fastener withdrawal load from NDS, W' = 43.54 lb/fastener, which is less than the tested fastener load, andwill be used in determination of the allowable design loads in the table below. Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 5 of 44 Table 2H, Allowable Design Loads Based on Constant Fastener Load, No. 11ga. Roofing nail 1-1/4" L, SPF Studs, fasteners concealed (blind nail)The design load in this case is limited by both test result of report IC-1034-88 and Adjusted withdrawal load from NDS, W' W'= W x 1.6 x P, where W = 18.9 lb/in and P = 1.25 - 0.3125 = 0.9375Siding design load in this case is equal to the NDS adjusted fastener withdrawal design load (28.4 lb/fastener) divided by fastener tributary area. HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Adjusted Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -63.89 -28.4 24 0.6667 -42.606.25 16 0.5556 -51.11 -28.4 24 0.8333 -34.08 7.25 16 0.6667 -42.60 -28.4 24 1.0000 -28.40 7.5 16 0.6944 -40.89 -28.4 24 1.0417 -27.26 8 16 0.7500 -37.86 -28.4 24 1.1250 -25.248.25 16 0.7778 -36.51 -28.4 24 1.1667 -24.349.25 16 0.8889 -31.95 -28.4 24 1.3333 -21.30 9.5 16 0.9167 -30.98 -28.4 24 1.3750 -20.65 12 16 1.1944 -23.77 -28.4 24 1.7917 -15.85 Table 2I, Allowable Design Loads Based on Constant Fastener Load, 6d common nail 2" L, SPF Studs, fasteners exposed (face nail) Check for results using 9.5 inch plank values from Report Number IC-1020-88. Design load = ultimate failure load/FOS = -199psf/3 = -66.3 psfEffective tributary = ((plank width exposed to weather X stud spacing)/144) = ((9.5-1.25) X 16)/144 = 0.9167 sq.ft.Fastener load = design load X tributary area = -66.33 X 0.9167 = -60.81 pounds Adjusted fastener withdrawal load from NDS, W' = 39.2 lb/fastener, in this case it's more conservative and will be used for the calculation Calculated allowable design load = W' divided by effective tributary area HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -88.24 -39.22 24 0.6667 -58.83 6.25 16 0.5556 -70.60 -39.22 24 0.8333 -47.06 7.25 16 0.6667 -58.83 -39.22 24 1.0000 -39.22 7.5 16 0.6944 -56.48 -39.22 24 1.0417 -37.65 8 16 0.7500 -52.29 -39.22 24 1.1250 -34.868.25 16 0.7778 -50.43 -39.22 24 1.1667 -33.62 9.25 16 0.8889 -44.12 -39.22 24 1.3333 -29.41 9.5 -199 16 0.9167 -42.79 -39.22 24 1.3750 -28.52 12 16 1.1944 -32.84 -39.22 24 1.7917 -21.89 Table 2J, Allowable Design Loads Based on Constant Fastener Load, 8d common nail 2.5" L, SPF Studs, fasteners exposed (face nail) The design load in this case is limited by both test result of report IC-1020-88 and Adjusted withdrawal load from NDS Siding design load in this case is equal to the adjusted fastener withdrawal design load (30.1 lb/fastener) divided by fastener tributary area.Design load = ultimate failure load/FOS = -199psf/3 = -66.3 psfEffective tributary = ((plank width exposed to weather X stud spacing)/144) = ((9.5-1.25) X 16)/144 = 0.9167 sq.ft. Fastener load = design load X tributary area = -66.33 X 0.9167 = -60.81 pounds Calculated allowable design load = W' divided by effective tributary area HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -136.81 -60.81 24 0.6667 -91.21 6.25 16 0.5556 -109.45 -60.81 24 0.8333 -72.97 7.25 16 0.6667 -91.21 -60.81 24 1.0000 -60.817.5 16 0.6944 -87.56 -60.81 24 1.0417 -58.37 8 16 0.7500 -81.07 -60.81 24 1.1250 -54.05 8.25 16 0.7778 -78.18 -60.81 24 1.1667 -52.12 9.25 16 0.8889 -68.41 -60.81 24 1.3333 -45.60 9.5 -199 16 0.9167 -66.33 -60.81 24 1.3750 -44.2212161.1944 -50.91 -60.81 24 1.7917 -33.94 By Calculation Adjusted fastener withdrawal load from NDS, W' = Cd x W x P where Cd = 1.6, W = 17.8, P = 2.5-(2 x 0.3125) = 2.1875. Thus W' = 62.3 lb/fastener, which is more than the tested fastener load so the allowable design load from the testing can be used. Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 6 of 44 Table 2K, Allowable Design Loads Based on Constant Fastener Load, 8d (2-3/8"L) ring shank box nail, DFL Studs, fasteners exposed (face nail)Check for results using 8.25 inch plank values from Report Number 2149-07-10 (C).Design load = ultimate failure load/FOS = -296psf/3 = -98.7 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.778 sq.ft. Fastener load = design load X tributary area = -98.7 X 0.778 = -76.74 pounds, which will be used for the calculation Adjusted fastener withdrawal load per ESR-1539 = 84 lb/fastener, which is larger than the test fastener load Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -172.67 -76.74 24 0.6667 -115.11 6.25 16 0.5556 -138.13 -76.74 24 0.8333 -92.097.25 16 0.6667 -115.11 -76.74 24 1.0000 -76.747.5 16 0.6944 -110.51 -76.74 24 1.0417 -73.67 8 16 0.7500 -102.32 -76.74 24 1.1250 -68.21 8.25 -296 16 0.7778 -98.67 -76.74 24 1.1667 -65.78 9.25 16 0.8889 -86.33 -76.74 24 1.3333 -57.56 9.5 16 0.9167 -83.72 -76.74 24 1.3750 -55.8112161.1944 -64.25 -76.74 24 1.7917 -42.83 Table 2L Allowable Design Loads Based on Constant Fastener Load, 8d siding nail (0.092" shank), DFL Studs, fasteners exposed (face nail)Check for results using 8.25 inch plank values from Report Number 2149-07-10 (E).Design load = ultimate failure load/FOS = -253psf/3 = -84.3 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.778 sq.ft. Fastener load = design load X tributary area = -84.3 X 0.778 = -65.59 pounds, which will be used for the calculation The adjusted nail withdrawal load per ESR-1539 = 67.0 lb/fastener, which is larger than the test fastener load.Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -147.58 -65.59 24 0.6667 -98.39 6.25 16 0.5556 -118.07 -65.59 24 0.8333 -78.717.25 16 0.6667 -98.39 -65.59 24 1.0000 -65.597.5 16 0.6944 -94.45 -65.59 24 1.0417 -62.97 8 16 0.7500 -87.46 -65.59 24 1.1250 -58.30 8.25 -253 16 0.7778 -84.33 -65.59 24 1.1667 -56.22 9.25 16 0.8889 -73.79 -65.59 24 1.3333 -49.199.5 16 0.9167 -71.56 -65.59 24 1.3750 -47.7012161.1944 -54.91 -65.59 24 1.7917 -36.61 Table 2M, Allowable Design Loads Based on Constant Fastener Load, 6d siding nail (0.092" shank), DFL Studs, fasteners exposed (face nail)Check for results using 8.25 inch plank values from Report Number 2341-08-06.Design load = ultimate failure load/FOS = -165psf/3 = -55 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.778 sq.ft. Fastener load = design load X tributary area = -55.0 X 0.778 = -42.78 pounds, which will be used for the calculation The adjusted nail withdrawal load per ESR-1539 = 49.1 lb/fastener, which is larger than the test fastener load.Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -96.25 -42.78 24 0.6667 -64.17 6.25 16 0.5556 -77.00 -42.78 24 0.8333 -51.337.25 16 0.6667 -64.17 -42.78 24 1.0000 -42.787.5 16 0.6944 -61.60 -42.78 24 1.0417 -41.07 8 16 0.7500 -57.04 -42.78 24 1.1250 -38.02 8.25 -165 16 0.7778 -55.00 -42.78 24 1.1667 -36.67 9.25 16 0.8889 -48.13 -42.78 24 1.3333 -32.089.5 16 0.9167 -46.67 -42.78 24 1.3750 -31.1112161.1944 -35.81 -42.78 24 1.7917 -23.88 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 7 of 44 Table 2N, Allowable Design Loads Based on Constant Fastener Load, 8d siding nail (0.092" shank), SPF Studs, fasteners exposed (face nail)Check for results using 8.25 inch plank values from Report Number 2149-07-10 (F).Design load = ultimate failure load/FOS = -168psf/3 = -56.0 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.778 sq.ft. Fastener load = design load X tributary area = -56.0 X 0.778 = -43.56 pounds The adjusted nail withdrawal load per ESR-1539 = 43.0 lb/fastener, which is more conservative and will be used for the calculation. Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches)Tested Condition, Ultimate (psf)Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF) or Stud Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)5.25 16 0.4444 -96.75 -43.00 24 0.6667 -64.50 6.25 16 0.5556 -77.40 -43.00 24 0.8333 -51.607.25 16 0.6667 -64.50 -43.00 24 1.0000 -43.007.5 16 0.6944 -61.92 -43.00 24 1.0417 -41.28 8 16 0.7500 -57.33 -43.00 24 1.1250 -38.22 8.25 -168 16 0.7778 -55.29 -43.00 24 1.1667 -36.86 9.25 16 0.8889 -48.38 -43.00 24 1.3333 -32.25 9.5 16 0.9167 -46.91 -43.00 24 1.3750 -31.2712161.1944 -36.00 -43.00 24 1.7917 -24.00 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 D2018 IBC Figures 1609.3(1) - 1609.3(8) Equation 2, V=Vult {ref. 2015 IBC & 2017 FBC Section 1602.1 definitions} Vult , 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); Equation 3,p=qh*(GCp-GCpi){ref. ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} qh , velocity pressure at mean roof height h GCp , product of external pressure coefficient and gust-effect factor GCpi , product of internal pressure coefficient and gust-effect factor 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*V2*(GCp-GCpi){ref. 2015 & 2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi){ref. 2017 and 2020 FBC} Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Equation 5,0.6D + 0.6W {ref. ASCE 7-10 & 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 Vult, Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 DESIGN WIND LOAD PROCEDURES: , basic wind speed (3-second gust MPH) as determined from: 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 or 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. 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, Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 8 of 44 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2015/2018 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 GCpi0-15 0.57 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18200.62 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.70 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 0.18450.785 0.785 1.065 1.245 1 0.85 -1.4 0.18500.81 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 Wind Speed (3- second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)B B B B B B B B B B B B B B0-15 -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 -63.720-14.4 -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 -66.440-15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.145-16.2 -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 -75.560-17.5 -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 210Height (ft)C C C C C C C C C C C C C C 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 -89.235-20.8 -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 -101.060-23.3 -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 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 3, Coefficients and Constants used in Determining V and p, Kz The coefficients and constants listed in Table 3 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. Height (ft) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020Page 9 of 44 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)D D D D D D D D D D D D D D 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 -98.225-23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.930-23.9 -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 -113.350-26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.555-26.6 -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 4, 5, and 6 are based on ASCE 7-10 and 7-16, and are consistent with the 2015/2018 IBC, and the 2017/2020 Florida Building Code. Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 10 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 0-15 182 165 150 141 128 116 -47.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 182 161 147 141 124 114 -47.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 182 157 144 141 122 112 -47.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 182 154 142 141 119 110 -47.9 0.7 0.98 1.16 1 0.85 -1 0.235178152140138117108-47.9 0.73 1.01 1.19 1 0.85 -1 0.240175149138135116107-47.9 0.76 1.04 1.22 1 0.85 -1 0.245172148137133114106-47.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 169 146 135 131 113 105 -47.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 167 145 134 130 112 104 -47.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 165 143 133 128 111 103 -47.9 0.85 1.13 1.31 1 0.85 -1 0.21001371211141069488-47.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 163 148 134 126 115 104 -38.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220163144131126111102-38.3 0.7 0.9 1.08 1 0.85 -1 0.225163141129126109100-38.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 163 138 127 126 107 98 -38.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 160 136 125 124 105 97 -38.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 156 134 123 121 104 96 -38.3 0.76 1.04 1.22 1 0.85 -1 0.24515413212211910295-38.3 0.79 1.07 1.25 1 0.85 -1 0.25015113112111710194-38.3 0.81 1.09 1.27 1 0.85 -1 0.25515012912011610093-38.3 0.83 1.11 1.29 1 0.85 -1 0.2601481281191159992-38.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 122 --95 ---38.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 149 135 123 115 105 95 -31.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 149 131 120 115 102 93 -31.9 0.7 0.9 1.08 1 0.85 -1 0.2251491281181159991-31.9 0.7 0.94 1.12 1 0.85 -1 0.2301491261161159789-31.9 0.7 0.98 1.16 1 0.85 -1 0.2351461241141139688-31.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 143 122 113 111 95 87 -31.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 140 121 112 109 93 86 -31.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 138 119 110 107 92 86 -31.9 0.81 1.09 1.27 1 0.85 -1 0.255137118-106 91 --31.9 0.83 1.11 1.29 1 0.85 -1 0.260135117-105 91 --31.9 0.85 1.13 1.31 1 0.85 -1 0.2100112--87 ---31.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 146 132 120 113 102 93 -30.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 146 129 117 113 100 91 -30.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 146 126 115 113 97 89 -30.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 146 123 113 113 95 88 -30.7 0.7 0.98 1.16 1 0.85 -1 0.2351431211121119487-30.7 0.73 1.01 1.19 1 0.85 -1 0.2401401201101089386-30.7 0.76 1.04 1.22 1 0.85 -1 0.245138118-107 92 --30.7 0.79 1.07 1.25 1 0.85 -1 0.250135117-105 90 --30.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 134 116 -104 90 --30.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 132 115 -102 89 --30.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------30.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 140 127 116 109 99 90 -28.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2201401241131099687-28.4 0.7 0.9 1.08 1 0.85 -1 0.2251401211111099486-28.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 140 119 -109 92 --28.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 137 117 -106 90 --28.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 135 115 -104 89 --28.4 0.76 1.04 1.22 1 0.85 -1 0.245132114-103 88 --28.4 0.79 1.07 1.25 1 0.85 -1 0.250130112-101 87 --28.4 0.81 1.09 1.27 1 0.85 -1 0.255129111-100 86 --28.4 0.83 1.11 1.29 1 0.85 -1 0.260127110-99 85 --28.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------28.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 TABLE 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 7.5 5/16 5.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Kz 16 Blind nail 2X4 Wood SPF 16 HardiePlank 5/16 Coefficients used in Table 6 calculations for Vult HardiePlank HardiePlank 5/16 2X4 Wood SPF 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF HardiePlank 5/16 HardiePlank 5/16 Wind exposure category 8 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 2X4 Wood SPF 16 Blind nail 16 7.25 6.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF 16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 11 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 138 125 114 107 97 88 -27.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 138 121 111 107 94 86 -27.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 138 119 -107 92 --27.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 138 116 -107 90 --27.4 0.7 0.98 1.16 1 0.85 -1 0.235135115-104 89 --27.4 0.73 1.01 1.19 1 0.85 -1 0.240132113-102 88 --27.4 0.76 1.04 1.22 1 0.85 -1 0.245130112-101 86 --27.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 128 110 -99 85 --27.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 126 --98 ---27.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 125 --97 ---27.4 0.85 1.13 1.31 1 0.85 -1 0.2100-------27.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 129 117 -100 91 --24.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220129114-100 88 --24.0 0.7 0.9 1.08 1 0.85 -1 0.225129111-100 86 --24.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 129 --100 ---24.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 126 --98 ---24.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 124 --96 ---24.0 0.76 1.04 1.22 1 0.85 -1 0.245122--94 ---24.0 0.79 1.07 1.25 1 0.85 -1 0.250120--93 ---24.0 0.81 1.09 1.27 1 0.85 -1 0.255118--92 ---24.0 0.83 1.11 1.29 1 0.85 -1 0.260117--91 ---24.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------24.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 127 115 -98 89 --23.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 127 112 -98 87 --23.2 0.7 0.9 1.08 1 0.85 -1 0.225127--98 ---23.2 0.7 0.94 1.12 1 0.85 -1 0.230127--98 ---23.2 0.7 0.98 1.16 1 0.85 -1 0.235124--96 ---23.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 122 --94 ---23.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 120 --93 ---23.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 118 --91 ---23.2 0.81 1.09 1.27 1 0.85 -1 0.255116--90 ---23.2 0.83 1.11 1.29 1 0.85 -1 0.260115--89 ---23.2 0.85 1.13 1.31 1 0.85 -1 0.2100-------23.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 111 --86 ---17.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 111 --86 ---17.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 111 --86 ---17.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 111 --86 ---17.8 0.7 0.98 1.16 1 0.85 -1 0.235-------17.8 0.73 1.01 1.19 1 0.85 -1 0.240-------17.8 0.76 1.04 1.22 1 0.85 -1 0.245-------17.8 0.79 1.07 1.25 1 0.85 -1 0.250-------17.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 -------17.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------17.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------17.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 149 135 123 115 105 95 -31.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22014913112011510293-31.9 0.7 0.9 1.08 1 0.85 -1 0.2251491281181159991-31.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 149 126 116 115 97 89 -31.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 146 124 114 113 96 88 -31.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 143 122 113 111 95 87 -31.9 0.76 1.04 1.22 1 0.85 -1 0.2451401211121099386-31.9 0.79 1.07 1.25 1 0.85 -1 0.2501381191101079286-31.9 0.81 1.09 1.27 1 0.85 -1 0.255137118-106 91 --31.9 0.83 1.11 1.29 1 0.85 -1 0.260135117-105 91 --31.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 112 --87 ---31.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 133 121 -103 94 --25.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 133 117 -103 91 --25.6 0.7 0.9 1.08 1 0.85 -1 0.225133115-103 89 --25.6 0.7 0.94 1.12 1 0.85 -1 0.230133112-103 87 --25.6 0.7 0.98 1.16 1 0.85 -1 0.235130111-101 86 --25.6 0.73 1.01 1.19 1 0.85 -1 0.240128--99 ---25.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 126 --97 ---25.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 124 --96 ---25.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 122 --95 ---25.6 0.83 1.11 1.29 1 0.85 -1 0.260121--94 ---25.6 0.85 1.13 1.31 1 0.85 -1 0.2100-------25.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 2X4 Wood SPF 16 16 16 HardiePlank 5/16 9.5 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF HardiePlank 5/16 9.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail HardiePlank 5/16 24 16 HardiePlank 5/16 2X4 Wood SPF 6.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF 24 HardiePlank 5/16 5.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail HardiePlank 5/16 12 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF 8.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 12 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 121 110 -94 85 --21.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 121 --94 ---21.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 121 --94 ---21.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 121 --94 ---21.3 0.7 0.98 1.16 1 0.85 -1 0.235119--92 ---21.3 0.73 1.01 1.19 1 0.85 -1 0.240117--90 ---21.3 0.76 1.04 1.22 1 0.85 -1 0.245115--89 ---21.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 113 --87 ---21.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 112 --86 ---21.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 110 --85 ---21.3 0.85 1.13 1.31 1 0.85 -1 0.2100-------21.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 119 --92 ---20.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220119--92 ---20.4 0.7 0.9 1.08 1 0.85 -1 0.225119--92 ---20.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 119 --92 ---20.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 117 --90 ---20.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 114 --88 ---20.4 0.76 1.04 1.22 1 0.85 -1 0.245112--87 ---20.4 0.79 1.07 1.25 1 0.85 -1 0.250111--86 ---20.4 0.81 1.09 1.27 1 0.85 -1 0.255-------20.4 0.83 1.11 1.29 1 0.85 -1 0.260-------20.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------20.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 114 --89 ---18.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 114 --89 ---18.9 0.7 0.9 1.08 1 0.85 -1 0.225114--89 ---18.9 0.7 0.94 1.12 1 0.85 -1 0.230114--89 ---18.9 0.7 0.98 1.16 1 0.85 -1 0.235112--87 ---18.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 -------18.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 -------18.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 -------18.9 0.81 1.09 1.27 1 0.85 -1 0.255-------18.9 0.83 1.11 1.29 1 0.85 -1 0.260-------18.9 0.85 1.13 1.31 1 0.85 -1 0.2100-------18.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 112 --87 ---18.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 112 --87 ---18.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 112 --87 ---18.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 112 --87 ---18.3 0.7 0.98 1.16 1 0.85 -1 0.235110--85 ---18.3 0.73 1.01 1.19 1 0.85 -1 0.240-------18.3 0.76 1.04 1.22 1 0.85 -1 0.245-------18.3 0.79 1.07 1.25 1 0.85 -1 0.250-------18.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 -------18.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------18.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------18.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 260 236 215 202 183 166 -98.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220260230210202178162-98.0 0.7 0.9 1.08 1 0.85 -1 0.225260225206202174160-98.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 260 220 202 202 171 157 -98.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 255 217 200 198 168 155 -98.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 250 214 197 194 166 153 -98.0 0.76 1.04 1.22 1 0.85 -1 0.245246211195191164151-98.0 0.79 1.07 1.25 1 0.85 -1 0.250242209193188162150-98.0 0.81 1.09 1.27 1 0.85 -1 0.255239207192185160149-98.0 0.83 1.11 1.29 1 0.85 -1 0.260236205190183159147-98.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 196 173 163 152 134 126 -98.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 233 211 192 180 164 149 -78.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 233 205 188 180 159 145 -78.4 0.7 0.9 1.08 1 0.85 -1 0.225233201184180156143-78.4 0.7 0.94 1.12 1 0.85 -1 0.230233197181180153140-78.4 0.7 0.98 1.16 1 0.85 -1 0.235228194179177150138-78.4 0.73 1.01 1.19 1 0.85 -1 0.240224191176173148137-78.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 220 189 175 170 146 135 -78.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 217 187 173 168 145 134 -78.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 214 185 172 166 143 133 -78.4 0.83 1.11 1.29 1 0.85 -1 0.260211183170164142132-78.4 0.85 1.13 1.31 1 0.85 -1 0.2100175155146136120113-78.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 247.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF HardiePlank 5/16 8.25 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF 24 24 HardiePlank 5/16 2X4 Wood SPF 24 HardiePlank 5/16 8 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail HardiePlank 5/16 7.5 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail Blind nail 2X4 Wood SPF HardiePlank 5/16 5.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 166.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 16 HardiePlank 5/16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 13 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 213 193 175 165 149 136 -65.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1 0.235208177163161137126-65.3 0.73 1.01 1.19 1 0.85 -1 0.240204174161158135125-65.3 0.76 1.04 1.22 1 0.85 -1 0.245201172159156134124-65.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 193 167 155 149 130 120 -65.3 0.85 1.13 1.31 1 0.85 -1 0.2100160142133124110103-65.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 208 189 172 161 146 133 -62.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220208184168161142130-62.7 0.7 0.9 1.08 1 0.85 -1 0.225208180165161139128-62.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 208 176 162 161 136 125 -62.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 204 173 160 158 134 124 -62.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 200 171 158 155 132 122 -62.7 0.76 1.04 1.22 1 0.85 -1 0.245197169156152131121-62.7 0.79 1.07 1.25 1 0.85 -1 0.250194167155150129120-62.7 0.81 1.09 1.27 1 0.85 -1 0.255191165154148128119-62.7 0.83 1.11 1.29 1 0.85 -1 0.260189164152146127118-62.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 157 139 130 121 107 101 -62.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 201 182 165 155 141 128 -58.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 201 177 161 155 137 125 -58.1 0.7 0.9 1.08 1 0.85 -1 0.225201173159155134123-58.1 0.7 0.94 1.12 1 0.85 -1 0.230201169156155131121-58.1 0.7 0.98 1.16 1 0.85 -1 0.235196167154152129119-58.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 192 165 152 149 127 118 -58.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 189 163 150 147 126 116 -58.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 186 161 149 144 124 115 -58.1 0.81 1.09 1.27 1 0.85 -1 0.255184159148143123114-58.1 0.83 1.11 1.29 1 0.85 -1 0.260182158147141122114-58.1 0.85 1.13 1.31 1 0.85 -1 0.210015113412511710397-58.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 197 179 162 153 138 126 -56.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 197 174 159 153 135 123 -56.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 197 170 156 153 132 121 -56.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 197 166 153 153 129 118 -56.0 0.7 0.98 1.16 1 0.85 -1 0.235193164151149127117-56.0 0.73 1.01 1.19 1 0.85 -1 0.240189162149146125116-56.0 0.76 1.04 1.22 1 0.85 -1 0.245186160148144124114-56.0 0.79 1.07 1.25 1 0.85 -1 0.250183158146142122113-56.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 181 156 145 140 121 112 -56.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 179 155 144 138 120 111 -56.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 148 131 123 115 102 95 -56.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 184 167 152 143 129 118 -49.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220184162148143126115-49.0 0.7 0.9 1.08 1 0.85 -1 0.225184159146143123113-49.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 184 156 143 143 121 111 -49.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 180 153 141 140 119 109 -49.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 177 151 140 137 117 108 -49.0 0.76 1.04 1.22 1 0.85 -1 0.245174149138135116107-49.0 0.79 1.07 1.25 1 0.85 -1 0.250171148137133114106-49.0 0.81 1.09 1.27 1 0.85 -1 0.255169146136131113105-49.0 0.83 1.11 1.29 1 0.85 -1 0.260167145135129112104-49.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 138 123 115 107 95 89 -49.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 181 165 150 140 127 116 -47.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 181 160 146 140 124 113 -47.5 0.7 0.9 1.08 1 0.85 -1 0.225181157143140121111-47.5 0.7 0.94 1.12 1 0.85 -1 0.230181153141140119109-47.5 0.7 0.98 1.16 1 0.85 -1 0.235178151139138117108-47.5 0.73 1.01 1.19 1 0.85 -1 0.240174149137135115106-47.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 171 147 136 133 114 105 -47.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 169 145 135 131 113 104 -47.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 167 144 134 129 112 103 -47.5 0.83 1.11 1.29 1 0.85 -1 0.260165143133127111103-47.5 0.85 1.13 1.31 1 0.85 -1 0.21001361211131069488-47.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 8 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 16 2X4 Wood SPF 8.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 16 16 2X4 Wood SPF 16 HardiePlank 5/16 7.5 No. 11 ga. X 1-3/4" long Roofing nail Blind nail HardiePlank 5/16 7.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 16 16 HardiePlank 5/16 HardiePlank 5/16 9.5 No. 11 ga. X 1-3/4" long Roofing nail Blind nail HardiePlank 5/16 9.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 14 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 159 144 131 123 112 101 -36.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 159 140 128 123 109 99 -36.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 159 137 126 123 106 97 -36.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 159 134 123 123 104 96 -36.5 0.7 0.98 1.16 1 0.85 -1 0.23515613212212110294-36.5 0.73 1.01 1.19 1 0.85 -1 0.24015213012011810193-36.5 0.76 1.04 1.22 1 0.85 -1 0.24515012911911610092-36.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 148 127 118 114 99 91 -36.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 146 126 117 113 98 91 -36.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 144 125 116 112 97 90 -36.5 0.85 1.13 1.31 1 0.85 -1 0.2100119--92 ---36.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 213 193 175 165 149 136 -65.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220213188171165145133-65.3 0.7 0.9 1.08 1 0.85 -1 0.225213184168165142130-65.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 204 174 161 158 135 125 -65.3 0.76 1.04 1.22 1 0.85 -1 0.245201172159156134124-65.3 0.79 1.07 1.25 1 0.85 -1 0.250198170158153132122-65.3 0.81 1.09 1.27 1 0.85 -1 0.255195169157151131121-65.3 0.83 1.11 1.29 1 0.85 -1 0.260193167155149130120-65.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 160 142 133 124 110 103 -65.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 190 173 157 147 134 121 -52.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 190 168 153 147 130 119 -52.3 0.7 0.9 1.08 1 0.85 -1 0.225190164150147127116-52.3 0.7 0.94 1.12 1 0.85 -1 0.230190161148147125114-52.3 0.7 0.98 1.16 1 0.85 -1 0.235186158146144123113-52.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 183 156 144 141 121 112 -52.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 180 154 143 139 119 110 -52.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 177 152 141 137 118 109 -52.3 0.81 1.09 1.27 1 0.85 -1 0.255175151140135117109-52.3 0.83 1.11 1.29 1 0.85 -1 0.260173150139134116108-52.3 0.85 1.13 1.31 1 0.85 -1 0.21001431271191119892-52.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 174 158 143 135 122 111 -43.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 174 153 140 135 119 108 -43.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 174 150 137 135 116 106 -43.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 174 147 135 135 114 104 -43.5 0.7 0.98 1.16 1 0.85 -1 0.235170145133132112103-43.5 0.73 1.01 1.19 1 0.85 -1 0.240167142132129110102-43.5 0.76 1.04 1.22 1 0.85 -1 0.245164141130127109101-43.5 0.79 1.07 1.25 1 0.85 -1 0.250161139129125108100-43.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 159 138 128 124 107 99 -43.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 158 137 127 122 106 98 -43.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 130 116 -101 90 --43.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 170 154 140 132 120 109 -41.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220170150137132116106-41.8 0.7 0.9 1.08 1 0.85 -1 0.225170147135132114104-41.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 170 144 132 132 111 102 -41.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 167 142 130 129 110 101 -41.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 163 140 129 126 108 100 -41.8 0.76 1.04 1.22 1 0.85 -1 0.24516113812812410799-41.8 0.79 1.07 1.25 1 0.85 -1 0.25015813612612310698-41.8 0.81 1.09 1.27 1 0.85 -1 0.25515613512512110597-41.8 0.83 1.11 1.29 1 0.85 -1 0.26015413412412010496-41.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 128 113 -99 88 --41.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 164 149 135 127 115 105 -38.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 164 144 132 127 112 102 -38.7 0.7 0.9 1.08 1 0.85 -1 0.225164141129127109100-38.7 0.7 0.94 1.12 1 0.85 -1 0.23016413812712710799-38.7 0.7 0.98 1.16 1 0.85 -1 0.23516013612612410697-38.7 0.73 1.01 1.19 1 0.85 -1 0.24015713412412210496-38.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 155 133 123 120 103 95 -38.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 152 131 122 118 102 94 -38.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 150 130 121 116 101 93 -38.7 0.83 1.11 1.29 1 0.85 -1 0.26014912912011510093-38.7 0.85 1.13 1.31 1 0.85 -1 0.2100123--95 ---38.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 12 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 245.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 16 HardiePlank 5/16 7.5 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 24 2X4 Wood SPF 8 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 24 24 HardiePlank 5/16 2X4 Wood SPF 24 HardiePlank 5/16 7.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail HardiePlank 5/16 6.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF HardiePlank 5/16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 15 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 161 146 133 125 113 103 -37.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 161 142 129 125 110 100 -37.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 161 139 127 125 107 98 -37.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 161 136 125 125 105 97 -37.3 0.7 0.98 1.16 1 0.85 -1 0.23515713412312210496-37.3 0.73 1.01 1.19 1 0.85 -1 0.24015413212212010294-37.3 0.76 1.04 1.22 1 0.85 -1 0.24515213012111810193-37.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 149 129 119 116 100 92 -37.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 148 128 118 114 99 92 -37.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 146 127 118 113 98 91 -37.3 0.85 1.13 1.31 1 0.85 -1 0.2100121--94 ---37.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 150 136 124 116 106 96 -32.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22015013312111610394-32.6 0.7 0.9 1.08 1 0.85 -1 0.22515013011911610092-32.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 150 127 117 116 98 90 -32.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 147 125 115 114 97 89 -32.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 144 123 114 112 95 88 -32.6 0.76 1.04 1.22 1 0.85 -1 0.2451421221131109487-32.6 0.79 1.07 1.25 1 0.85 -1 0.2501401201121089386-32.6 0.81 1.09 1.27 1 0.85 -1 0.2551381191111079286-32.6 0.83 1.11 1.29 1 0.85 -1 0.260136118-106 92 --32.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 113 --87 ---32.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 148 134 122 115 104 95 -31.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 148 131 119 115 101 92 -31.7 0.7 0.9 1.08 1 0.85 -1 0.2251481281171159991-31.7 0.7 0.94 1.12 1 0.85 -1 0.2301481251151159789-31.7 0.7 0.98 1.16 1 0.85 -1 0.2351451231141129588-31.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 142 121 112 110 94 87 -31.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 140 120 111 108 93 86 -31.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 138 119 -107 92 --31.7 0.81 1.09 1.27 1 0.85 -1 0.255136118-105 91 --31.7 0.83 1.11 1.29 1 0.85 -1 0.260134117-104 90 --31.7 0.85 1.13 1.31 1 0.85 -1 0.2100111--86 ---31.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 130 118 -100 91 --24.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 130 114 -100 89 --24.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 130 112 -100 87 --24.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 130 --100 ---24.3 0.7 0.98 1.16 1 0.85 -1 0.235127--98 ---24.3 0.73 1.01 1.19 1 0.85 -1 0.240125--96 ---24.3 0.76 1.04 1.22 1 0.85 -1 0.245123--95 ---24.3 0.79 1.07 1.25 1 0.85 -1 0.250121--93 ---24.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 119 --92 ---24.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 118 --91 ---24.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------24.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 210 191 173 163 148 134 -63.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220210186169163144131-63.9 0.7 0.9 1.08 1 0.85 -1 0.225210182166163141129-63.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 210 178 163 163 138 127 -63.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 206 175 161 160 136 125 -63.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 202 173 159 156 134 123 -63.9 0.76 1.04 1.22 1 0.85 -1 0.245199171158154132122-63.9 0.79 1.07 1.25 1 0.85 -1 0.250196169156151131121-63.9 0.81 1.09 1.27 1 0.85 -1 0.255193167155150129120-63.9 0.83 1.11 1.29 1 0.85 -1 0.260191166154148128119-63.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 158 140 131 122 108 102 -63.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 188 171 155 146 132 120 -51.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 188 166 151 146 129 117 -51.1 0.7 0.9 1.08 1 0.85 -1 0.225188162149146126115-51.1 0.7 0.94 1.12 1 0.85 -1 0.230188159146146123113-51.1 0.7 0.98 1.16 1 0.85 -1 0.235184157144143121112-51.1 0.73 1.01 1.19 1 0.85 -1 0.240181154143140120110-51.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 178 153 141 138 118 109 -51.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 175 151 140 135 117 108 -51.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 173 149 139 134 116 107 -51.1 0.83 1.11 1.29 1 0.85 -1 0.260171148138132115107-51.1 0.85 1.13 1.31 1 0.85 -1 0.21001411251181099791-51.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 9.5 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 24 2X4 Wood SPF 12 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 24 24 2X4 Wood SPF 24 HardiePlank 5/16 9.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail HardiePlank 5/16 8.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 16 16 HardiePlank 5/16 HardiePlank 5/16 6.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail HardiePlank 5/16 5.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 16 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 172 156 142 133 121 110 -42.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 172 151 138 133 117 107 -42.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 172 148 136 133 115 105 -42.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 172 145 133 133 112 103 -42.6 0.7 0.98 1.16 1 0.85 -1 0.235168143132130111102-42.6 0.73 1.01 1.19 1 0.85 -1 0.240165141130128109101-42.6 0.76 1.04 1.22 1 0.85 -1 0.245162139129126108100-42.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 160 138 128 124 107 99 -42.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 158 136 127 122 106 98 -42.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 156 135 126 121 105 97 -42.6 0.85 1.13 1.31 1 0.85 -1 0.2100129114-100 89 --42.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 168 153 139 130 118 107 -40.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220168148135130115105-40.9 0.7 0.9 1.08 1 0.85 -1 0.225168145133130112103-40.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 168 142 131 130 110 101 -40.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 165 140 129 128 109 100 -40.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 162 138 127 125 107 99 -40.9 0.76 1.04 1.22 1 0.85 -1 0.24515913612612310698-40.9 0.79 1.07 1.25 1 0.85 -1 0.25015613512512110497-40.9 0.81 1.09 1.27 1 0.85 -1 0.25515513412412010496-40.9 0.83 1.11 1.29 1 0.85 -1 0.26015313212311810395-40.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 126 112 -98 87 --40.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 162 147 133 125 114 103 -37.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 162 143 130 125 111 101 -37.9 0.7 0.9 1.08 1 0.85 -1 0.22516214012812510899-37.9 0.7 0.94 1.12 1 0.85 -1 0.23016213712612510697-37.9 0.7 0.98 1.16 1 0.85 -1 0.23515913512412310496-37.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 155 133 123 120 103 95 -37.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 153 131 121 118 102 94 -37.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 151 130 120 117 101 93 -37.9 0.81 1.09 1.27 1 0.85 -1 0.25514912911911510092-37.9 0.83 1.11 1.29 1 0.85 -1 0.2601471271181149992-37.9 0.85 1.13 1.31 1 0.85 -1 0.2100122--94 ---37.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 159 144 131 123 112 102 -36.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 159 140 128 123 109 99 -36.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 159 137 126 123 106 97 -36.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 159 134 124 123 104 96 -36.5 0.7 0.98 1.16 1 0.85 -1 0.23515613212212110394-36.5 0.73 1.01 1.19 1 0.85 -1 0.24015313012011810193-36.5 0.76 1.04 1.22 1 0.85 -1 0.24515012911911610092-36.5 0.79 1.07 1.25 1 0.85 -1 0.2501481271181159991-36.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 146 126 117 113 98 91 -36.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 144 125 116 112 97 90 -36.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 119 --93 ---36.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 149 135 123 115 105 95 -31.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22014913112011510293-31.9 0.7 0.9 1.08 1 0.85 -1 0.2251491281181159991-31.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 149 126 116 115 97 90 -31.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 146 124 114 113 96 88 -31.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 143 122 113 111 95 87 -31.9 0.76 1.04 1.22 1 0.85 -1 0.2451401211121099386-31.9 0.79 1.07 1.25 1 0.85 -1 0.2501381191101079286-31.9 0.81 1.09 1.27 1 0.85 -1 0.255137118-106 91 --31.9 0.83 1.11 1.29 1 0.85 -1 0.260135117-105 91 --31.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 112 --87 ---31.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 146 133 121 113 103 94 -31.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 146 129 118 113 100 91 -31.0 0.7 0.9 1.08 1 0.85 -1 0.2251461261161139890-31.0 0.7 0.94 1.12 1 0.85 -1 0.2301461241141139688-31.0 0.7 0.98 1.16 1 0.85 -1 0.2351431221121119487-31.0 0.73 1.01 1.19 1 0.85 -1 0.2401411201111099386-31.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 138 119 -107 92 --31.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 136 117 -105 91 --31.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 135 116 -104 90 --31.0 0.83 1.11 1.29 1 0.85 -1 0.260133115-103 89 --31.0 0.85 1.13 1.31 1 0.85 -1 0.2100110--85 ---31.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 7.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 167.5 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 16 HardiePlank 5/16 9.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 16 2X4 Wood SPF 9.5 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 16 16 HardiePlank 5/16 2X4 Wood SPF 16 HardiePlank 5/16 8.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail HardiePlank 5/16 8 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF HardiePlank 5/16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 17 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 128 116 -99 90 --23.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 128 113 -99 88 --23.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 128 111 -99 86 --23.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 128 --99 ---23.8 0.7 0.98 1.16 1 0.85 -1 0.235126--97 ---23.8 0.73 1.01 1.19 1 0.85 -1 0.240123--95 ---23.8 0.76 1.04 1.22 1 0.85 -1 0.245121--94 ---23.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 119 --92 ---23.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 118 --91 ---23.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 116 --90 ---23.8 0.85 1.13 1.31 1 0.85 -1 0.2100-------23.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 172 156 142 133 121 110 -42.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220172151138133117107-42.6 0.7 0.9 1.08 1 0.85 -1 0.225172148136133115105-42.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 172 145 133 133 112 103 -42.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 168 143 132 130 111 102 -42.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 165 141 130 128 109 101 -42.6 0.76 1.04 1.22 1 0.85 -1 0.245162139129126108100-42.6 0.79 1.07 1.25 1 0.85 -1 0.25016013812812410799-42.6 0.81 1.09 1.27 1 0.85 -1 0.25515813612712210698-42.6 0.83 1.11 1.29 1 0.85 -1 0.26015613512612110597-42.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 129 114 -100 89 --42.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 154 139 127 119 108 98 -34.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 154 135 124 119 105 96 -34.1 0.7 0.9 1.08 1 0.85 -1 0.22515413312111910394-34.1 0.7 0.94 1.12 1 0.85 -1 0.23015413011911910192-34.1 0.7 0.98 1.16 1 0.85 -1 0.2351501281181179991-34.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 147 126 116 114 98 90 -34.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 145 125 115 112 96 89 -34.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 143 123 114 111 95 88 -34.1 0.81 1.09 1.27 1 0.85 -1 0.2551411221131099488-34.1 0.83 1.11 1.29 1 0.85 -1 0.2601391211121089487-34.1 0.85 1.13 1.31 1 0.85 -1 0.2100115--89 ---34.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 140 127 116 109 99 90 -28.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 140 124 113 109 96 87 -28.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 140 121 111 109 94 86 -28.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 140 119 -109 92 --28.4 0.7 0.98 1.16 1 0.85 -1 0.235137117-106 90 --28.4 0.73 1.01 1.19 1 0.85 -1 0.240135115-104 89 --28.4 0.76 1.04 1.22 1 0.85 -1 0.245132114-103 88 --28.4 0.79 1.07 1.25 1 0.85 -1 0.250130112-101 87 --28.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 129 111 -100 86 --28.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 127 110 -99 85 --28.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------28.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 137 125 113 106 97 88 -27.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2201371211111069486-27.3 0.7 0.9 1.08 1 0.85 -1 0.225137119-106 92 --27.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 137 116 -106 90 --27.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 135 114 -104 89 --27.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 132 113 -102 87 --27.3 0.76 1.04 1.22 1 0.85 -1 0.245130111-101 86 --27.3 0.79 1.07 1.25 1 0.85 -1 0.250128110-99 85 --27.3 0.81 1.09 1.27 1 0.85 -1 0.255126--98 ---27.3 0.83 1.11 1.29 1 0.85 -1 0.260125--97 ---27.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------27.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 132 120 -102 93 --25.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 132 117 -102 90 --25.2 0.7 0.9 1.08 1 0.85 -1 0.225132114-102 88 --25.2 0.7 0.94 1.12 1 0.85 -1 0.230132112-102 87 --25.2 0.7 0.98 1.16 1 0.85 -1 0.235129110-100 85 --25.2 0.73 1.01 1.19 1 0.85 -1 0.240127--98 ---25.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 125 --97 ---25.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 123 --95 ---25.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 121 --94 ---25.2 0.83 1.11 1.29 1 0.85 -1 0.260120--93 ---25.2 0.85 1.13 1.31 1 0.85 -1 0.2100-------25.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 6.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 24 2X4 Wood SPF 7.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 24 16 2X4 Wood SPF 24 HardiePlank 5/16 5.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail HardiePlank 5/16 12 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 24 24 HardiePlank 5/16 HardiePlank 5/16 8 No. 11 ga. X 1-1/4" long Roofing nail Blind nail HardiePlank 5/16 7.5 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 18 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 130 118 -101 91 --24.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 130 115 -101 89 --24.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 130 112 -101 87 --24.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 130 --101 ---24.3 0.7 0.98 1.16 1 0.85 -1 0.235127--98 ---24.3 0.73 1.01 1.19 1 0.85 -1 0.240125--97 ---24.3 0.76 1.04 1.22 1 0.85 -1 0.245123--95 ---24.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 121 --93 ---24.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 119 --92 ---24.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 118 --91 ---24.3 0.85 1.13 1.31 1 0.85 -1 0.2100-------24.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 121 110 -94 85 --21.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220121--94 ---21.3 0.7 0.9 1.08 1 0.85 -1 0.225121--94 ---21.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 121 --94 ---21.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 119 --92 ---21.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 117 --90 ---21.3 0.76 1.04 1.22 1 0.85 -1 0.245115--89 ---21.3 0.79 1.07 1.25 1 0.85 -1 0.250113--87 ---21.3 0.81 1.09 1.27 1 0.85 -1 0.255112--86 ---21.3 0.83 1.11 1.29 1 0.85 -1 0.260110--85 ---21.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------21.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 120 --93 ---20.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 120 --93 ---20.7 0.7 0.9 1.08 1 0.85 -1 0.225120--93 ---20.7 0.7 0.94 1.12 1 0.85 -1 0.230120--93 ---20.7 0.7 0.98 1.16 1 0.85 -1 0.235117--91 ---20.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 115 --89 ---20.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 113 --87 ---20.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 111 --86 ---20.7 0.81 1.09 1.27 1 0.85 -1 0.255-------20.7 0.83 1.11 1.29 1 0.85 -1 0.260-------20.7 0.85 1.13 1.31 1 0.85 -1 0.2100-------20.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 247 224 204 191 174 158 -88.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 247 218 199 191 169 154 -88.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 247 213 195 191 165 151 -88.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 247 209 192 191 162 149 -88.2 0.7 0.98 1.16 1 0.85 -1 0.235242206190188159147-88.2 0.73 1.01 1.19 1 0.85 -1 0.240237203187184157145-88.2 0.76 1.04 1.22 1 0.85 -1 0.245233200185181155144-88.2 0.79 1.07 1.25 1 0.85 -1 0.250230198184178153142-88.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 227 196 182 176 152 141 -88.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 224 195 181 174 151 140 -88.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 186 165 155 144 127 120 -88.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 221 201 182 171 155 141 -70.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220221195178171151138-70.6 0.7 0.9 1.08 1 0.85 -1 0.225221191175171148135-70.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 221 187 172 171 145 133 -70.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 217 184 170 168 143 131 -70.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 212 181 167 164 141 130 -70.6 0.76 1.04 1.22 1 0.85 -1 0.245209179166162139128-70.6 0.79 1.07 1.25 1 0.85 -1 0.250206177164159137127-70.6 0.81 1.09 1.27 1 0.85 -1 0.255203176163157136126-70.6 0.83 1.11 1.29 1 0.85 -1 0.260201174162155135125-70.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 166 147 138 129 114 107 -70.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 202 183 166 156 142 129 -58.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 202 178 162 156 138 126 -58.8 0.7 0.9 1.08 1 0.85 -1 0.225202174160156135124-58.8 0.7 0.94 1.12 1 0.85 -1 0.230202171157156132121-58.8 0.7 0.98 1.16 1 0.85 -1 0.235198168155153130120-58.8 0.73 1.01 1.19 1 0.85 -1 0.240194166153150128118-58.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 191 164 151 148 127 117 -58.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 188 162 150 145 125 116 -58.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 185 160 149 144 124 115 -58.8 0.83 1.11 1.29 1 0.85 -1 0.260183159148142123114-58.8 0.85 1.13 1.31 1 0.85 -1 0.210015213412611710498-58.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 16 HardiePlank 5/16 7.25 6d common nail Face nail 2X4 Wood SPF 16 2X4 Wood SPF HardiePlank 5/16 6.25 6d common nail Face nail HardiePlank 5/16 8.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 249.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 2X4 Wood SPF 24 HardiePlank 5/16 5.25 6d common nail Face nail 24 HardiePlank 5/16 2X4 Wood SPF 16 HardiePlank 5/16 9.5 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 19 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 198 179 163 153 139 126 -56.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 198 174 159 153 135 123 -56.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 198 171 156 153 132 121 -56.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 198 167 154 153 129 119 -56.5 0.7 0.98 1.16 1 0.85 -1 0.235194165152150128117-56.5 0.73 1.01 1.19 1 0.85 -1 0.240190162150147126116-56.5 0.76 1.04 1.22 1 0.85 -1 0.245187160148145124115-56.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 184 158 147 142 123 114 -56.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 182 157 146 141 122 113 -56.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 179 156 145 139 121 112 -56.5 0.85 1.13 1.31 1 0.85 -1 0.210014913212411510296-56.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 190 173 157 147 134 122 -52.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220190168153147130119-52.3 0.7 0.9 1.08 1 0.85 -1 0.225190164150147127117-52.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 190 161 148 147 125 115 -52.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 186 158 146 144 123 113 -52.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 183 156 144 141 121 112 -52.3 0.76 1.04 1.22 1 0.85 -1 0.245180154143139120111-52.3 0.79 1.07 1.25 1 0.85 -1 0.250177153141137118109-52.3 0.81 1.09 1.27 1 0.85 -1 0.255175151140135117109-52.3 0.83 1.11 1.29 1 0.85 -1 0.260173150139134116108-52.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 143 127 119 111 98 92 -52.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 187 170 154 145 131 119 -50.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 187 165 150 145 128 117 -50.4 0.7 0.9 1.08 1 0.85 -1 0.225187161148145125114-50.4 0.7 0.94 1.12 1 0.85 -1 0.230187158145145122112-50.4 0.7 0.98 1.16 1 0.85 -1 0.235183156143142121111-50.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 179 153 142 139 119 110 -50.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 176 152 140 137 117 109 -50.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 174 150 139 135 116 107 -50.4 0.81 1.09 1.27 1 0.85 -1 0.255172148138133115107-50.4 0.83 1.11 1.29 1 0.85 -1 0.260170147137131114106-50.4 0.85 1.13 1.31 1 0.85 -1 0.21001401241171099690-50.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 175 159 144 135 123 112 -44.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 175 154 141 135 119 109 -44.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 175 151 138 135 117 107 -44.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 175 148 136 135 114 105 -44.1 0.7 0.98 1.16 1 0.85 -1 0.235171146134133113104-44.1 0.73 1.01 1.19 1 0.85 -1 0.240168143132130111103-44.1 0.76 1.04 1.22 1 0.85 -1 0.245165142131128110102-44.1 0.79 1.07 1.25 1 0.85 -1 0.250162140130126109101-44.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 161 139 129 124 108 100 -44.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 159 138 128 123 107 99 -44.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 131 116 -102 90 --44.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 172 156 142 133 121 110 -42.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220172152139133118107-42.8 0.7 0.9 1.08 1 0.85 -1 0.225172149136133115105-42.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 172 145 134 133 113 104 -42.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 169 143 132 131 111 102 -42.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 165 141 130 128 109 101 -42.8 0.76 1.04 1.22 1 0.85 -1 0.245163140129126108100-42.8 0.79 1.07 1.25 1 0.85 -1 0.25016013812812410799-42.8 0.81 1.09 1.27 1 0.85 -1 0.25515813712712210698-42.8 0.83 1.11 1.29 1 0.85 -1 0.26015613512612110597-42.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 129 115 -100 89 --42.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 151 137 124 117 106 96 -32.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 151 133 121 117 103 94 -32.8 0.7 0.9 1.08 1 0.85 -1 0.22515113011911710192-32.8 0.7 0.94 1.12 1 0.85 -1 0.2301511271171179991-32.8 0.7 0.98 1.16 1 0.85 -1 0.2351481261161149790-32.8 0.73 1.01 1.19 1 0.85 -1 0.2401451241141129688-32.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 142 122 113 110 95 88 -32.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 140 121 112 109 94 87 -32.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 138 120 111 107 93 86 -32.8 0.83 1.11 1.29 1 0.85 -1 0.2601371191101069285-32.8 0.85 1.13 1.31 1 0.85 -1 0.2100113--88 ---32.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 167.5 6d common nail Face nail 2X4 Wood SPF HardiePlank 5/16 9.25 6d common nail Face nail 16 2X4 Wood SPF 9.5 6d common nail Face nail 2X4 Wood SPF 16 16 HardiePlank 5/16 2X4 Wood SPF 16 HardiePlank 5/16 8.25 6d common nail Face nail HardiePlank 5/16 8 6d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 HardiePlank 5/16 12 6d common nail Face nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 20 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 202 183 166 156 142 129 -58.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 202 178 162 156 138 126 -58.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 202 174 160 156 135 124 -58.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 202 171 157 156 132 121 -58.8 0.7 0.98 1.16 1 0.85 -1 0.235198168155153130120-58.8 0.73 1.01 1.19 1 0.85 -1 0.240194166153150128118-58.8 0.76 1.04 1.22 1 0.85 -1 0.245191164151148127117-58.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 188 162 150 145 125 116 -58.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 185 160 149 144 124 115 -58.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 183 159 148 142 123 114 -58.8 0.85 1.13 1.31 1 0.85 -1 0.210015213412611710498-58.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 181 164 149 140 127 115 -47.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220181159145140123113-47.1 0.7 0.9 1.08 1 0.85 -1 0.225181156143140121111-47.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 181 153 140 140 118 109 -47.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 177 150 138 137 116 107 -47.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 173 148 137 134 115 106 -47.1 0.76 1.04 1.22 1 0.85 -1 0.245170146135132113105-47.1 0.79 1.07 1.25 1 0.85 -1 0.250168145134130112104-47.1 0.81 1.09 1.27 1 0.85 -1 0.255166143133128111103-47.1 0.83 1.11 1.29 1 0.85 -1 0.260164142132127110102-47.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 136 120 113 105 93 87 -47.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 165 150 136 128 116 105 -39.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 165 145 133 128 113 103 -39.2 0.7 0.9 1.08 1 0.85 -1 0.225165142130128110101-39.2 0.7 0.94 1.12 1 0.85 -1 0.23016513912812810899-39.2 0.7 0.98 1.16 1 0.85 -1 0.23516113712612510698-39.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 158 135 125 123 105 97 -39.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 156 134 124 121 103 96 -39.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 153 132 122 119 102 95 -39.2 0.81 1.09 1.27 1 0.85 -1 0.25515113112111710194-39.2 0.83 1.11 1.29 1 0.85 -1 0.26015013012011610093-39.2 0.85 1.13 1.31 1 0.85 -1 0.2100124--96 ---39.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 161 147 133 125 114 103 -37.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 161 142 130 125 110 101 -37.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 161 139 128 125 108 99 -37.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 161 136 125 125 106 97 -37.7 0.7 0.98 1.16 1 0.85 -1 0.23515813412412210496-37.7 0.73 1.01 1.19 1 0.85 -1 0.24015513212212010395-37.7 0.76 1.04 1.22 1 0.85 -1 0.24515213112111810194-37.7 0.79 1.07 1.25 1 0.85 -1 0.25015012912011610093-37.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 148 128 119 115 99 92 -37.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 147 127 118 114 98 91 -37.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 121 --94 ---37.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 155 141 128 120 109 99 -34.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22015513712512010697-34.9 0.7 0.9 1.08 1 0.85 -1 0.22515513412312010495-34.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 155 131 121 120 102 93 -34.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 152 129 119 118 100 92 -34.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 149 127 118 116 99 91 -34.9 0.76 1.04 1.22 1 0.85 -1 0.2451471261171149890-34.9 0.79 1.07 1.25 1 0.85 -1 0.2501441251151129689-34.9 0.81 1.09 1.27 1 0.85 -1 0.2551431231141119689-34.9 0.83 1.11 1.29 1 0.85 -1 0.2601411221141099588-34.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 117 --90 ---34.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 153 138 126 118 107 97 -33.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 153 135 123 118 104 95 -33.6 0.7 0.9 1.08 1 0.85 -1 0.22515313212111810293-33.6 0.7 0.94 1.12 1 0.85 -1 0.23015312911911810092-33.6 0.7 0.98 1.16 1 0.85 -1 0.2351491271171169891-33.6 0.73 1.01 1.19 1 0.85 -1 0.2401461251161139790-33.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 144 124 114 112 96 89 -33.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 142 122 113 110 95 88 -33.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 140 121 112 109 94 87 -33.6 0.83 1.11 1.29 1 0.85 -1 0.2601381201121079386-33.6 0.85 1.13 1.31 1 0.85 -1 0.2100115--89 ---33.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 6.25 6d common nail Face nail 24 2X4 Wood SPF 7.25 6d common nail Face nail 2X4 Wood SPF 24 2X4 Wood SPF 24 HardiePlank 5/16 5.25 6d common nail Face nail HardiePlank 5/16 8.25 6d common nail Face nail 2X4 Wood SPF 24 24 HardiePlank 5/16 2X4 Wood SPF 24 HardiePlank 5/16 8 6d common nail Face nail HardiePlank 5/16 7.5 6d common nail Face nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 21 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 143 130 118 111 100 91 -29.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 143 126 115 111 97 89 -29.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 143 123 113 111 95 87 -29.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 143 121 111 111 93 86 -29.4 0.7 0.98 1.16 1 0.85 -1 0.235140119-108 92 --29.4 0.73 1.01 1.19 1 0.85 -1 0.240137117-106 91 --29.4 0.76 1.04 1.22 1 0.85 -1 0.245135116-104 90 --29.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 133 114 -103 89 --29.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 131 113 -102 88 --29.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 130 112 -100 87 --29.4 0.85 1.13 1.31 1 0.85 -1 0.2100-------29.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 141 128 116 109 99 90 -28.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2201411241131099688-28.5 0.7 0.9 1.08 1 0.85 -1 0.2251411211111099486-28.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 141 119 -109 92 --28.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 138 117 -107 91 --28.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 135 115 -104 89 --28.5 0.76 1.04 1.22 1 0.85 -1 0.245133114-103 88 --28.5 0.79 1.07 1.25 1 0.85 -1 0.250131113-101 87 --28.5 0.81 1.09 1.27 1 0.85 -1 0.255129112-100 86 --28.5 0.83 1.11 1.29 1 0.85 -1 0.260128111-99 86 --28.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------28.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 123 112 -95 87 --21.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 123 --95 ---21.9 0.7 0.9 1.08 1 0.85 -1 0.225123--95 ---21.9 0.7 0.94 1.12 1 0.85 -1 0.230123--95 ---21.9 0.7 0.98 1.16 1 0.85 -1 0.235121--93 ---21.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 118 --92 ---21.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 116 --90 ---21.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 114 --89 ---21.9 0.81 1.09 1.27 1 0.85 -1 0.255113--88 ---21.9 0.83 1.11 1.29 1 0.85 -1 0.260112--87 ---21.9 0.85 1.13 1.31 1 0.85 -1 0.2100-------21.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 308 279 254 238 216 197 -136.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 308 271 248 238 210 192 -136.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 308 266 243 238 206 188 -136.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 308 260 239 238 202 185 -136.8 0.7 0.98 1.16 1 0.85 -1 0.235301256236233198183-136.8 0.73 1.01 1.19 1 0.85 -1 0.240295253233229196181-136.8 0.76 1.04 1.22 1 0.85 -1 0.245291250231225193179-136.8 0.79 1.07 1.25 1 0.85 -1 0.250286247229222191177-136.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 283 244 227 219 189 176 -136.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 279 242 225 216 188 174 -136.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 231 205 192 179 159 149 -136.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 275 250 227 213 194 176 -109.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220275243222213188172-109.5 0.7 0.9 1.08 1 0.85 -1 0.225275238218213184169-109.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 275 233 214 213 180 166 -109.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 270 229 211 209 178 164 -109.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 264 226 209 205 175 162 -109.5 0.76 1.04 1.22 1 0.85 -1 0.245260223206201173160-109.5 0.79 1.07 1.25 1 0.85 -1 0.250256221204198171158-109.5 0.81 1.09 1.27 1 0.85 -1 0.255253219203196169157-109.5 0.83 1.11 1.29 1 0.85 -1 0.260250217201194168156-109.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 207 183 172 160 142 133 -109.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 251 228 207 195 177 160 -91.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 251 222 202 195 172 157 -91.2 0.7 0.9 1.08 1 0.85 -1 0.225251217199195168154-91.2 0.7 0.94 1.12 1 0.85 -1 0.230251212195195165151-91.2 0.7 0.98 1.16 1 0.85 -1 0.235246209193191162149-91.2 0.73 1.01 1.19 1 0.85 -1 0.240241206190187160147-91.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 237 204 188 184 158 146 -91.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 234 201 187 181 156 145 -91.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 231 200 185 179 155 143 -91.2 0.83 1.11 1.29 1 0.85 -1 0.260228198184177153142-91.2 0.85 1.13 1.31 1 0.85 -1 0.2100189167157146130122-91.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 16 HardiePlank 5/16 6.25 8d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 7.25 8d common nail Face nail 2X4 Wood SPF 16 Face nail 2X4 Wood SPF 249.25 6d common nail Face nail 2X4 Wood SPF 2X4 Wood SPF 24 24 HardiePlank 5/16 HardiePlank 5/16 12 6d common nail Face nail HardiePlank 5/16 9.5 6d common nail Face nail 2X4 Wood SPF HardiePlank 5/16 5.25 8d common nail Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 22 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 246 223 203 191 173 157 -87.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 246 217 198 191 168 154 -87.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 246 212 195 191 165 151 -87.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 246 208 191 191 161 148 -87.6 0.7 0.98 1.16 1 0.85 -1 0.235241205189187159146-87.6 0.73 1.01 1.19 1 0.85 -1 0.240236202187183156144-87.6 0.76 1.04 1.22 1 0.85 -1 0.245233200185180155143-87.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 229 197 183 177 153 142 -87.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 226 196 181 175 151 141 -87.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 223 194 180 173 150 139 -87.6 0.85 1.13 1.31 1 0.85 -1 0.2100185164154143127119-87.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 237 215 195 184 167 151 -81.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220237209191184162148-81.1 0.7 0.9 1.08 1 0.85 -1 0.225237204187184158145-81.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 237 200 184 184 155 143 -81.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 232 197 182 180 153 141 -81.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 227 194 179 176 151 139 -81.1 0.76 1.04 1.22 1 0.85 -1 0.245224192178173149138-81.1 0.79 1.07 1.25 1 0.85 -1 0.250220190176171147136-81.1 0.81 1.09 1.27 1 0.85 -1 0.255218188175169146135-81.1 0.83 1.11 1.29 1 0.85 -1 0.260215186173167144134-81.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 178 158 148 138 122 115 -81.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 233 211 192 180 164 149 -78.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 233 205 187 180 159 145 -78.2 0.7 0.9 1.08 1 0.85 -1 0.225233201184180156142-78.2 0.7 0.94 1.12 1 0.85 -1 0.230233197181180152140-78.2 0.7 0.98 1.16 1 0.85 -1 0.235228194178176150138-78.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 223 191 176 173 148 137 -78.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 220 189 174 170 146 135 -78.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 216 186 173 168 144 134 -78.2 0.81 1.09 1.27 1 0.85 -1 0.255214185171166143133-78.2 0.83 1.11 1.29 1 0.85 -1 0.260211183170164142132-78.2 0.85 1.13 1.31 1 0.85 -1 0.2100175155145135120113-78.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 218 198 179 169 153 139 -68.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 218 192 175 169 149 136 -68.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 218 188 172 169 145 133 -68.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 218 184 169 169 142 131 -68.4 0.7 0.98 1.16 1 0.85 -1 0.235213181167165140129-68.4 0.73 1.01 1.19 1 0.85 -1 0.240209179165162138128-68.4 0.76 1.04 1.22 1 0.85 -1 0.245206176163159137126-68.4 0.79 1.07 1.25 1 0.85 -1 0.250202174162157135125-68.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 200 173 160 155 134 124 -68.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 198 171 159 153 133 123 -68.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 163 145 136 127 112 105 -68.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 214 195 177 166 151 137 -66.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220214189173166146134-66.3 0.7 0.9 1.08 1 0.85 -1 0.225214185169166143131-66.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 214 181 166 166 140 129 -66.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 210 178 164 163 138 127 -66.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 206 176 162 159 136 126 -66.3 0.76 1.04 1.22 1 0.85 -1 0.245202174161157135124-66.3 0.79 1.07 1.25 1 0.85 -1 0.250199172159154133123-66.3 0.81 1.09 1.27 1 0.85 -1 0.255197170158152132122-66.3 0.83 1.11 1.29 1 0.85 -1 0.260195169157151131121-66.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 161 143 134 125 111 104 -66.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 188 170 155 145 132 120 -50.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 188 166 151 145 128 117 -50.9 0.7 0.9 1.08 1 0.85 -1 0.225188162148145126115-50.9 0.7 0.94 1.12 1 0.85 -1 0.230188159146145123113-50.9 0.7 0.98 1.16 1 0.85 -1 0.235184156144142121112-50.9 0.73 1.01 1.19 1 0.85 -1 0.240180154142140119110-50.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 177 152 141 137 118 109 -50.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 175 150 139 135 117 108 -50.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 172 149 138 134 115 107 -50.9 0.83 1.11 1.29 1 0.85 -1 0.260170148137132114106-50.9 0.85 1.13 1.31 1 0.85 -1 0.21001411251171099791-50.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 9.5 8d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 12 8d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 8 8d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 8.25 8d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 9.25 8d common nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 7.5 8d common nail Face nail 2X4 Wood SPF 16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 23 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 251 228 207 195 177 160 -91.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 251 222 202 195 172 157 -91.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 251 217 199 195 168 154 -91.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 251 212 195 195 165 151 -91.2 0.7 0.98 1.16 1 0.85 -1 0.235246209193191162149-91.2 0.73 1.01 1.19 1 0.85 -1 0.240241206190187160147-91.2 0.76 1.04 1.22 1 0.85 -1 0.245237204188184158146-91.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 234 201 187 181 156 145 -91.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 231 200 185 179 155 143 -91.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 228 198 184 177 153 142 -91.2 0.85 1.13 1.31 1 0.85 -1 0.2100189167157146130122-91.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 225 204 185 174 158 144 -73.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220225198181174154140-73.0 0.7 0.9 1.08 1 0.85 -1 0.225225194178174150138-73.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 225 190 175 174 147 135 -73.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 220 187 172 171 145 134 -73.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 216 184 170 167 143 132 -73.0 0.76 1.04 1.22 1 0.85 -1 0.245212182169164141131-73.0 0.79 1.07 1.25 1 0.85 -1 0.250209180167162140129-73.0 0.81 1.09 1.27 1 0.85 -1 0.255206179166160138128-73.0 0.83 1.11 1.29 1 0.85 -1 0.260204177164158137127-73.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 169 150 140 131 116 109 -73.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 205 186 169 159 144 131 -60.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 205 181 165 159 140 128 -60.8 0.7 0.9 1.08 1 0.85 -1 0.225205177162159137126-60.8 0.7 0.94 1.12 1 0.85 -1 0.230205173159159134123-60.8 0.7 0.98 1.16 1 0.85 -1 0.235201171157156132122-60.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 197 168 155 153 130 120 -60.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 194 166 154 150 129 119 -60.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 191 164 152 148 127 118 -60.8 0.81 1.09 1.27 1 0.85 -1 0.255188163151146126117-60.8 0.83 1.11 1.29 1 0.85 -1 0.260186162150144125116-60.8 0.85 1.13 1.31 1 0.85 -1 0.210015413712811910699-60.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 201 182 166 156 141 128 -58.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 201 177 162 156 137 125 -58.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 201 174 159 156 134 123 -58.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 201 170 156 156 132 121 -58.4 0.7 0.98 1.16 1 0.85 -1 0.235197167154153130119-58.4 0.73 1.01 1.19 1 0.85 -1 0.240193165152149128118-58.4 0.76 1.04 1.22 1 0.85 -1 0.245190163151147126117-58.4 0.79 1.07 1.25 1 0.85 -1 0.250187161149145125116-58.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 185 160 148 143 124 115 -58.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 182 158 147 141 123 114 -58.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 151 134 126 117 104 97 -58.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 193 176 159 150 136 124 -54.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220193171156150132121-54.0 0.7 0.9 1.08 1 0.85 -1 0.225193167153150129118-54.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 193 164 150 150 127 116 -54.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 189 161 148 147 125 115 -54.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 186 159 147 144 123 114 -54.0 0.76 1.04 1.22 1 0.85 -1 0.245183157145142121112-54.0 0.79 1.07 1.25 1 0.85 -1 0.250180155144139120111-54.0 0.81 1.09 1.27 1 0.85 -1 0.255178154143138119110-54.0 0.83 1.11 1.29 1 0.85 -1 0.260176152141136118110-54.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 145 129 121 113 100 94 -54.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 190 172 157 147 134 121 -52.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 190 168 153 147 130 118 -52.1 0.7 0.9 1.08 1 0.85 -1 0.225190164150147127116-52.1 0.7 0.94 1.12 1 0.85 -1 0.230190161148147124114-52.1 0.7 0.98 1.16 1 0.85 -1 0.235186158146144123113-52.1 0.73 1.01 1.19 1 0.85 -1 0.240182156144141121111-52.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 179 154 142 139 119 110 -52.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 177 152 141 137 118 109 -52.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 174 151 140 135 117 108 -52.1 0.83 1.11 1.29 1 0.85 -1 0.260172150139134116108-52.1 0.85 1.13 1.31 1 0.85 -1 0.21001431261191119892-52.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 8 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 8.25 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 6.25 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 7.25 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 7.5 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 5.25 8d common nail Face nail 2X4 Wood SPF 24 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 24 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 178 161 147 138 125 113 -45.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 178 157 143 138 121 111 -45.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 178 153 140 138 119 109 -45.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 178 150 138 138 116 107 -45.6 0.7 0.98 1.16 1 0.85 -1 0.235174148136135115106-45.6 0.73 1.01 1.19 1 0.85 -1 0.240171146135132113104-45.6 0.76 1.04 1.22 1 0.85 -1 0.245168144133130112103-45.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 165 142 132 128 110 102 -45.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 163 141 131 126 109 101 -45.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 161 140 130 125 108 101 -45.6 0.85 1.13 1.31 1 0.85 -1 0.21001331181111039286-45.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 175 159 144 136 123 112 -44.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220175154141136120109-44.2 0.7 0.9 1.08 1 0.85 -1 0.225175151138136117107-44.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 175 148 136 136 115 105 -44.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 171 146 134 133 113 104 -44.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 168 144 133 130 111 103 -44.2 0.76 1.04 1.22 1 0.85 -1 0.245165142131128110102-44.2 0.79 1.07 1.25 1 0.85 -1 0.250163140130126109101-44.2 0.81 1.09 1.27 1 0.85 -1 0.255161139129124108100-44.2 0.83 1.11 1.29 1 0.85 -1 0.26015913812812310799-44.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 131 117 -102 90 --44.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 153 139 126 119 108 98 -33.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 153 135 123 119 105 96 -33.9 0.7 0.9 1.08 1 0.85 -1 0.22515313212111910294-33.9 0.7 0.94 1.12 1 0.85 -1 0.23015313011911910092-33.9 0.7 0.98 1.16 1 0.85 -1 0.2351501281181169991-33.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 147 126 116 114 97 90 -33.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 145 124 115 112 96 89 -33.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 143 123 114 110 95 88 -33.9 0.81 1.09 1.27 1 0.85 -1 0.2551411221131099487-33.9 0.83 1.11 1.29 1 0.85 -1 0.2601391211121089387-33.9 0.85 1.13 1.31 1 0.85 -1 0.2100115--89 ---33.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 346 314 285 268 243 221 -172.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220346305278268236216-172.7 0.7 0.9 1.08 1 0.85 -1 0.225346298273268231212-172.7 0.7 0.94 1.12 1 0.85 -1 0.230346292269268226208-172.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 339 288 265 262 223 205 -172.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 332 284 262 257 220 203 -172.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 327 280 259 253 217 201 -172.7 0.79 1.07 1.25 1 0.85 -1 0.250321277257249215199-172.7 0.81 1.09 1.27 1 0.85 -1 0.255318275255246213197-172.7 0.83 1.11 1.29 1 0.85 -1 0.260314272253243211196-172.7 0.85 1.13 1.31 1 0.85 -1 0.2100260230216201178167-172.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 309 281 255 240 217 198 -138.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220309273249240211193-138.1 0.7 0.9 1.08 1 0.85 -1 0.225309267245240207189-138.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 309 261 240 240 202 186 -138.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 303 257 237 235 199 184 -138.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 297 254 234 230 197 181 -138.1 0.76 1.04 1.22 1 0.85 -1 0.245292251232226194180-138.1 0.79 1.07 1.25 1 0.85 -1 0.250288248230223192178-138.1 0.81 1.09 1.27 1 0.85 -1 0.255284246228220190176-138.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 281 243 226 217 189 175 -138.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 232 206 193 180 160 150 -138.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 282 256 233 219 198 180 -115.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 282 249 227 219 193 176 -115.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 282 244 223 219 189 173 -115.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 282 239 219 219 185 170 -115.1 0.7 0.98 1.16 1 0.85 -1 0.235276235217214182168-115.1 0.73 1.01 1.19 1 0.85 -1 0.240271232214210179166-115.1 0.76 1.04 1.22 1 0.85 -1 0.245267229212207177164-115.1 0.79 1.07 1.25 1 0.85 -1 0.250262226210203175162-115.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 259 224 208 201 174 161 -115.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 256 222 206 198 172 160 -115.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 212 188 176 164 146 137 -115.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 9.5 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 12 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 9.25 8d common nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 5.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 166.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL 2X4 wood DFL 16 16 HardiePlank 5/16 HardiePlank 5/16 7.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 25 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 277 251 228 214 194 177 -110.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220277244223214189173-110.5 0.7 0.9 1.08 1 0.85 -1 0.225277239219214185169-110.5 0.7 0.94 1.12 1 0.85 -1 0.230277234215214181166-110.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 271 230 212 210 178 164 -110.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 265 227 210 206 176 162 -110.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 261 224 207 202 174 161 -110.5 0.79 1.07 1.25 1 0.85 -1 0.250257222205199172159-110.5 0.81 1.09 1.27 1 0.85 -1 0.255254220204197170158-110.5 0.83 1.11 1.29 1 0.85 -1 0.260251218202194169157-110.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 208 184 173 161 143 134 -110.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 266 242 219 206 187 170 -102.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220266235214206182166-102.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 266 230 210 206 178 163 -102.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 266 225 207 206 174 160 -102.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 261 222 204 202 172 158 -102.3 0.73 1.01 1.19 1 0.85 -1 0.240255218202198169156-102.3 0.76 1.04 1.22 1 0.85 -1 0.245251216200195167155-102.3 0.79 1.07 1.25 1 0.85 -1 0.250247213198192165153-102.3 0.81 1.09 1.27 1 0.85 -1 0.255244211196189164152-102.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 242 210 195 187 162 151 -102.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 200 177 166 155 137 129 -102.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 261 237 215 202 184 167 -98.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 261 231 210 202 179 163 -98.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 261 226 207 202 175 160 -98.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 261 221 203 202 171 157 -98.7 0.7 0.98 1.16 1 0.85 -1 0.235256218200198169155-98.7 0.73 1.01 1.19 1 0.85 -1 0.240251214198194166153-98.7 0.76 1.04 1.22 1 0.85 -1 0.245247212196191164152-98.7 0.79 1.07 1.25 1 0.85 -1 0.250243209194188162150-98.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 240 208 193 186 161 149 -98.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 237 206 191 184 159 148 -98.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 196 174 163 152 135 127 -98.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 245 222 202 189 172 156 -86.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 245 216 197 189 167 152 -86.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 245 211 193 189 163 150 -86.3 0.7 0.94 1.12 1 0.85 -1 0.230245207190189160147-86.3 0.7 0.98 1.16 1 0.85 -1 0.235239204188185158145-86.3 0.73 1.01 1.19 1 0.85 -1 0.240235201185182155143-86.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 231 198 183 179 154 142 -86.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 227 196 182 176 152 141 -86.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 225 194 180 174 150 140 -86.3 0.83 1.11 1.29 1 0.85 -1 0.260222192179172149138-86.3 0.85 1.13 1.31 1 0.85 -1 0.2100184163153142126118-86.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 241 219 198 187 169 154 -83.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220241212194187164150-83.7 0.7 0.9 1.08 1 0.85 -1 0.225241208190187161147-83.7 0.7 0.94 1.12 1 0.85 -1 0.230241203187187158145-83.7 0.7 0.98 1.16 1 0.85 -1 0.235236200185183155143-83.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 231 198 182 179 153 141 -83.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 227 195 181 176 151 140 -83.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 224 193 179 173 149 138 -83.7 0.81 1.09 1.27 1 0.85 -1 0.255221191177171148137-83.7 0.83 1.11 1.29 1 0.85 -1 0.260219190176169147136-83.7 0.85 1.13 1.31 1 0.85 -1 0.2100181160150140124117-83.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 211 191 174 163 148 135 -64.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220211186170163144132-64.2 0.7 0.9 1.08 1 0.85 -1 0.225211182167163141129-64.2 0.7 0.94 1.12 1 0.85 -1 0.230211178164163138127-64.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 207 176 162 160 136 125 -64.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 202 173 160 157 134 124 -64.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 199 171 158 154 132 123 -64.2 0.79 1.07 1.25 1 0.85 -1 0.250196169157152131121-64.2 0.81 1.09 1.27 1 0.85 -1 0.255194168155150130120-64.2 0.83 1.11 1.29 1 0.85 -1 0.260191166154148129119-64.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 158 140 132 123 109 102 -64.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 8 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 16 2X4 wood DFL 8.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL 16 2X4 wood DFL 16 HardiePlank 5/16 7.5 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail HardiePlank 5/16 12 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL 16 16 HardiePlank 5/16 2X4 wood DFL 16 HardiePlank 5/16 9.5 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail HardiePlank 5/16 9.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 26 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 282 256 233 219 198 180 -115.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220282249227219193176-115.1 0.7 0.9 1.08 1 0.85 -1 0.225282244223219189173-115.1 0.7 0.94 1.12 1 0.85 -1 0.230282239219219185170-115.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 276 235 217 214 182 168 -115.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 271 232 214 210 179 166 -115.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 267 229 212 207 177 164 -115.1 0.79 1.07 1.25 1 0.85 -1 0.250262226210203175162-115.1 0.81 1.09 1.27 1 0.85 -1 0.255259224208201174161-115.1 0.83 1.11 1.29 1 0.85 -1 0.260256222206198172160-115.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 212 188 176 164 146 137 -115.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 253 229 208 196 178 161 -92.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220253223203196173157-92.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 253 218 200 196 169 155 -92.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 253 213 196 196 165 152 -92.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 247 210 194 192 163 150 -92.1 0.73 1.01 1.19 1 0.85 -1 0.240242207191188160148-92.1 0.76 1.04 1.22 1 0.85 -1 0.245238205189185159147-92.1 0.79 1.07 1.25 1 0.85 -1 0.250235202187182157145-92.1 0.81 1.09 1.27 1 0.85 -1 0.255232201186180155144-92.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 229 199 185 178 154 143 -92.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 190 168 158 147 130 122 -92.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 231 209 190 179 162 147 -76.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 231 203 186 179 157 144 -76.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 231 199 182 179 154 141 -76.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 231 195 179 179 151 139 -76.7 0.7 0.98 1.16 1 0.85 -1 0.235226192177175149137-76.7 0.73 1.01 1.19 1 0.85 -1 0.240221189175171147135-76.7 0.76 1.04 1.22 1 0.85 -1 0.245218187173169145134-76.7 0.79 1.07 1.25 1 0.85 -1 0.250214185171166143133-76.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 212 183 170 164 142 132 -76.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 209 181 169 162 141 131 -76.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 173 153 144 134 119 112 -76.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 226 205 186 175 159 144 -73.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 226 199 182 175 154 141 -73.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 226 195 179 175 151 138 -73.7 0.7 0.94 1.12 1 0.85 -1 0.230226191175175148136-73.7 0.7 0.98 1.16 1 0.85 -1 0.235221188173171146134-73.7 0.73 1.01 1.19 1 0.85 -1 0.240217185171168144133-73.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 213 183 169 165 142 131 -73.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 210 181 168 163 140 130 -73.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 207 179 166 161 139 129 -73.7 0.83 1.11 1.29 1 0.85 -1 0.260205178165159138128-73.7 0.85 1.13 1.31 1 0.85 -1 0.2100170150141131116109-73.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 217 197 179 168 153 139 -68.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220217192175168148136-68.2 0.7 0.9 1.08 1 0.85 -1 0.225217188172168145133-68.2 0.7 0.94 1.12 1 0.85 -1 0.230217184169168142131-68.2 0.7 0.98 1.16 1 0.85 -1 0.235213181167165140129-68.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 209 178 165 162 138 128 -68.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 205 176 163 159 136 126 -68.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 202 174 161 157 135 125 -68.2 0.81 1.09 1.27 1 0.85 -1 0.255200173160155134124-68.2 0.83 1.11 1.29 1 0.85 -1 0.260197171159153133123-68.2 0.85 1.13 1.31 1 0.85 -1 0.2100163145136126112105-68.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 213 194 176 165 150 136 -65.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220213188172165146133-65.8 0.7 0.9 1.08 1 0.85 -1 0.225213184169165143131-65.8 0.7 0.94 1.12 1 0.85 -1 0.230213180166165140128-65.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 209 178 164 162 138 127 -65.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 205 175 162 159 136 125 -65.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 202 173 160 156 134 124 -65.8 0.79 1.07 1.25 1 0.85 -1 0.250198171158154132123-65.8 0.81 1.09 1.27 1 0.85 -1 0.255196169157152131122-65.8 0.83 1.11 1.29 1 0.85 -1 0.260194168156150130121-65.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 160 142 133 124 110 103 -65.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 245.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL HardiePlank 5/16 7.5 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 24 2X4 wood DFL 8 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL 24 24 HardiePlank 5/16 2X4 wood DFL 24 HardiePlank 5/16 7.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail HardiePlank 5/16 6.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL 24 HardiePlank 5/16 HardiePlank 5/16 8.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 27 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 200 181 165 155 140 127 -57.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220200176161155136125-57.6 0.7 0.9 1.08 1 0.85 -1 0.225200172158155133122-57.6 0.7 0.94 1.12 1 0.85 -1 0.230200169155155131120-57.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 196 166 153 151 129 119 -57.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 192 164 151 148 127 117 -57.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 189 162 150 146 125 116 -57.6 0.79 1.07 1.25 1 0.85 -1 0.250186160148144124115-57.6 0.81 1.09 1.27 1 0.85 -1 0.255183159147142123114-57.6 0.83 1.11 1.29 1 0.85 -1 0.260181157146140122113-57.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 150 133 125 116 103 97 -57.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 197 178 162 152 138 126 -55.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220197173158152134123-55.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 197 170 155 152 131 120 -55.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 197 166 153 152 129 118 -55.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 193 164 151 149 127 117 -55.8 0.73 1.01 1.19 1 0.85 -1 0.240189161149146125115-55.8 0.76 1.04 1.22 1 0.85 -1 0.245186159147144123114-55.8 0.79 1.07 1.25 1 0.85 -1 0.250183158146142122113-55.8 0.81 1.09 1.27 1 0.85 -1 0.255181156145140121112-55.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 178 155 144 138 120 111 -55.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 148 131 123 114 101 95 -55.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 172 156 142 133 121 110 -42.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 172 152 139 133 118 107 -42.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 172 149 136 133 115 105 -42.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 172 146 134 133 113 104 -42.8 0.7 0.98 1.16 1 0.85 -1 0.235169143132131111102-42.8 0.73 1.01 1.19 1 0.85 -1 0.240165141130128109101-42.8 0.76 1.04 1.22 1 0.85 -1 0.245163140129126108100-42.8 0.79 1.07 1.25 1 0.85 -1 0.25016013812812410799-42.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 158 137 127 123 106 98 -42.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 156 136 126 121 105 98 -42.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 129 115 -100 89 --42.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 320 290 264 248 225 204 -147.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 320 282 257 248 218 199 -147.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 320 276 253 248 214 196 -147.6 0.7 0.94 1.12 1 0.85 -1 0.230320270248248209192-147.6 0.7 0.98 1.16 1 0.85 -1 0.235313266245242206190-147.6 0.73 1.01 1.19 1 0.85 -1 0.240307262242238203188-147.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 302 259 240 234 201 186 -147.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 297 256 237 230 198 184 -147.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 294 254 235 227 197 182 -147.6 0.83 1.11 1.29 1 0.85 -1 0.260290252234225195181-147.6 0.85 1.13 1.31 1 0.85 -1 0.2100240213200186165155-147.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 286 259 236 221 201 183 -118.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220286252230221195178-118.1 0.7 0.9 1.08 1 0.85 -1 0.225286247226221191175-118.1 0.7 0.94 1.12 1 0.85 -1 0.230286242222221187172-118.1 0.7 0.98 1.16 1 0.85 -1 0.235280238219217184170-118.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 274 235 217 213 182 168 -118.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 270 232 214 209 180 166 -118.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 266 229 212 206 178 164 -118.1 0.81 1.09 1.27 1 0.85 -1 0.255263227211203176163-118.1 0.83 1.11 1.29 1 0.85 -1 0.260259225209201174162-118.1 0.85 1.13 1.31 1 0.85 -1 0.2100215190179166147138-118.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 261 237 215 202 183 167 -98.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220261230210202178163-98.4 0.7 0.9 1.08 1 0.85 -1 0.225261225206202174160-98.4 0.7 0.94 1.12 1 0.85 -1 0.230261221203202171157-98.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 256 217 200 198 168 155 -98.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 251 214 198 194 166 153 -98.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 246 212 196 191 164 152 -98.4 0.79 1.07 1.25 1 0.85 -1 0.250243209194188162150-98.4 0.81 1.09 1.27 1 0.85 -1 0.255240207192186161149-98.4 0.83 1.11 1.29 1 0.85 -1 0.260237205191183159148-98.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 196 174 163 152 135 126 -98.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 9.5 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 24 2X4 wood DFL 12 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail 2X4 wood DFL 24 2X4 wood DFL 24 HardiePlank 5/16 9.25 8d ring shank box nail, 0.113" shank X 0.260" Head Dia. X 2.375" Long Face nail HardiePlank 5/16 7.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL 16 16 HardiePlank 5/16 2X4 wood DFL 16 HardiePlank 5/16 6.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 5.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 28 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 256 232 211 198 180 163 -94.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220256226206198175159-94.5 0.7 0.9 1.08 1 0.85 -1 0.225256221202198171157-94.5 0.7 0.94 1.12 1 0.85 -1 0.230256216199198167154-94.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 250 213 196 194 165 152 -94.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 245 210 194 190 163 150 -94.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 242 207 192 187 161 149 -94.5 0.79 1.07 1.25 1 0.85 -1 0.250238205190184159147-94.5 0.81 1.09 1.27 1 0.85 -1 0.255235203188182157146-94.5 0.83 1.11 1.29 1 0.85 -1 0.260232201187180156145-94.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 192 170 160 149 132 124 -94.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 246 223 203 191 173 157 -87.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220246217198191168153-87.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 246 212 195 191 165 151 -87.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 246 208 191 191 161 148 -87.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 241 205 189 187 159 146 -87.5 0.73 1.01 1.19 1 0.85 -1 0.240236202186183156144-87.5 0.76 1.04 1.22 1 0.85 -1 0.245232200185180155143-87.5 0.79 1.07 1.25 1 0.85 -1 0.250229197183177153142-87.5 0.81 1.09 1.27 1 0.85 -1 0.255226195181175151140-87.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 223 194 180 173 150 139 -87.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 185 164 154 143 127 119 -87.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 242 219 199 187 170 154 -84.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 242 213 195 187 165 151 -84.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 242 209 191 187 162 148 -84.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 242 204 188 187 158 145 -84.3 0.7 0.98 1.16 1 0.85 -1 0.235237201185183156144-84.3 0.73 1.01 1.19 1 0.85 -1 0.240232198183180154142-84.3 0.76 1.04 1.22 1 0.85 -1 0.245228196181177152140-84.3 0.79 1.07 1.25 1 0.85 -1 0.250225194179174150139-84.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 222 192 178 172 149 138 -84.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 219 190 177 170 147 137 -84.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 182 161 151 141 125 117 -84.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 226 205 186 175 159 144 -73.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 226 199 182 175 154 141 -73.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 226 195 179 175 151 138 -73.8 0.7 0.94 1.12 1 0.85 -1 0.230226191176175148136-73.8 0.7 0.98 1.16 1 0.85 -1 0.235221188173171146134-73.8 0.73 1.01 1.19 1 0.85 -1 0.240217185171168144133-73.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 213 183 170 165 142 131 -73.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 210 181 168 163 140 130 -73.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 208 180 167 161 139 129 -73.8 0.83 1.11 1.29 1 0.85 -1 0.260205178165159138128-73.8 0.85 1.13 1.31 1 0.85 -1 0.2100170151141132117109-73.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 223 202 184 172 156 142 -71.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220223196179172152139-71.6 0.7 0.9 1.08 1 0.85 -1 0.225223192176172149136-71.6 0.7 0.94 1.12 1 0.85 -1 0.230223188173172146134-71.6 0.7 0.98 1.16 1 0.85 -1 0.235218185171169144132-71.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 214 183 169 165 141 131 -71.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 210 180 167 163 140 129 -71.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 207 178 165 160 138 128 -71.6 0.81 1.09 1.27 1 0.85 -1 0.255204177164158137127-71.6 0.83 1.11 1.29 1 0.85 -1 0.260202175163156136126-71.6 0.85 1.13 1.31 1 0.85 -1 0.2100167148139130115108-71.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 195 177 161 151 137 125 -54.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220195172157151133122-54.9 0.7 0.9 1.08 1 0.85 -1 0.225195168154151130119-54.9 0.7 0.94 1.12 1 0.85 -1 0.230195165151151128117-54.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 191 162 150 148 126 116 -54.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 187 160 148 145 124 114 -54.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 184 158 146 143 122 113 -54.9 0.79 1.07 1.25 1 0.85 -1 0.250181156145140121112-54.9 0.81 1.09 1.27 1 0.85 -1 0.255179155144139120111-54.9 0.83 1.11 1.29 1 0.85 -1 0.260177153143137119110-54.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 146 130 122 113 101 94 -54.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 167.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL HardiePlank 5/16 9.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 16 2X4 wood DFL 9.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL 16 16 HardiePlank 5/16 2X4 wood DFL 16 HardiePlank 5/16 8.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 8 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL 16 HardiePlank 5/16 HardiePlank 5/16 12 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 29 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 261 237 215 202 183 167 -98.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220261230210202178163-98.4 0.7 0.9 1.08 1 0.85 -1 0.225261225206202174160-98.4 0.7 0.94 1.12 1 0.85 -1 0.230261221203202171157-98.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 256 217 200 198 168 155 -98.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 251 214 198 194 166 153 -98.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 246 212 196 191 164 152 -98.4 0.79 1.07 1.25 1 0.85 -1 0.250243209194188162150-98.4 0.81 1.09 1.27 1 0.85 -1 0.255240207192186161149-98.4 0.83 1.11 1.29 1 0.85 -1 0.260237205191183159148-98.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 196 174 163 152 135 126 -98.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220233206188181159146-78.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 233 201 185 181 156 143 -78.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.85 -1 0.240224192177174148137-78.7 0.76 1.04 1.22 1 0.85 -1 0.245220189175171147136-78.7 0.79 1.07 1.25 1 0.85 -1 0.250217187173168145134-78.7 0.81 1.09 1.27 1 0.85 -1 0.255214185172166144133-78.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 213 193 176 165 150 136 -65.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 213 188 172 165 146 133 -65.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 213 184 168 165 142 131 -65.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 213 180 166 165 140 128 -65.6 0.7 0.98 1.16 1 0.85 -1 0.235209177163162137127-65.6 0.73 1.01 1.19 1 0.85 -1 0.240205175161158135125-65.6 0.76 1.04 1.22 1 0.85 -1 0.245201173160156134124-65.6 0.79 1.07 1.25 1 0.85 -1 0.250198171158153132123-65.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 196 169 157 152 131 122 -65.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 193 168 156 150 130 121 -65.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 160 142 133 124 110 103 -65.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 209 190 172 162 147 133 -63.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 209 184 168 162 143 130 -63.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 209 180 165 162 140 128 -63.0 0.7 0.94 1.12 1 0.85 -1 0.230209176162162137126-63.0 0.7 0.98 1.16 1 0.85 -1 0.235204174160158135124-63.0 0.73 1.01 1.19 1 0.85 -1 0.240200171158155133123-63.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 197 169 157 153 131 121 -63.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 194 167 155 150 130 120 -63.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 192 166 154 149 128 119 -63.0 0.83 1.11 1.29 1 0.85 -1 0.260190164153147127118-63.0 0.85 1.13 1.31 1 0.85 -1 0.2100157139131122108101-63.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 201 182 166 156 141 128 -58.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220201177162156137125-58.3 0.7 0.9 1.08 1 0.85 -1 0.225201173159156134123-58.3 0.7 0.94 1.12 1 0.85 -1 0.230201170156156132121-58.3 0.7 0.98 1.16 1 0.85 -1 0.235197167154152130119-58.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 193 165 152 149 128 118 -58.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 190 163 151 147 126 117 -58.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 187 161 149 145 125 116 -58.3 0.81 1.09 1.27 1 0.85 -1 0.255185160148143124115-58.3 0.83 1.11 1.29 1 0.85 -1 0.260182158147141123114-58.3 0.85 1.13 1.31 1 0.85 -1 0.210015113412611710497-58.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220197174159153135123-56.2 0.7 0.9 1.08 1 0.85 -1 0.225197170156153132121-56.2 0.7 0.94 1.12 1 0.85 -1 0.230197167153153129119-56.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 186 160 148 144 124 115 -56.2 0.79 1.07 1.25 1 0.85 -1 0.250183158146142122113-56.2 0.81 1.09 1.27 1 0.85 -1 0.255181157145140121113-56.2 0.83 1.11 1.29 1 0.85 -1 0.260179155144139120112-56.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 148 131 123 115 102 96 -56.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 6.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 24 2X4 wood DFL 7.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL 24 2X4 wood DFL 24 HardiePlank 5/16 5.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 8.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL 24 24 HardiePlank 5/16 2X4 wood DFL 24 HardiePlank 5/16 8 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 7.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 30 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 185 167 152 143 130 118 -49.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220185163149143126115-49.2 0.7 0.9 1.08 1 0.85 -1 0.225185159146143123113-49.2 0.7 0.94 1.12 1 0.85 -1 0.230185156143143121111-49.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 181 154 142 140 119 110 -49.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 177 151 140 137 117 108 -49.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 174 150 138 135 116 107 -49.2 0.79 1.07 1.25 1 0.85 -1 0.250172148137133115106-49.2 0.81 1.09 1.27 1 0.85 -1 0.255169147136131114105-49.2 0.83 1.11 1.29 1 0.85 -1 0.260167145135130113105-49.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 139 123 115 107 95 89 -49.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 182 165 150 141 128 116 -47.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220182160146141124113-47.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 182 157 144 141 121 111 -47.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 182 154 141 141 119 109 -47.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 178 151 139 138 117 108 -47.7 0.73 1.01 1.19 1 0.85 -1 0.240174149138135116107-47.7 0.76 1.04 1.22 1 0.85 -1 0.245172147136133114106-47.7 0.79 1.07 1.25 1 0.85 -1 0.250169146135131113105-47.7 0.81 1.09 1.27 1 0.85 -1 0.255167144134129112104-47.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 165 143 133 128 111 103 -47.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 137 121 114 106 94 88 -47.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 159 144 131 123 112 102 -36.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 159 140 128 123 109 99 -36.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 159 137 126 123 106 98 -36.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 159 135 124 123 104 96 -36.6 0.7 0.98 1.16 1 0.85 -1 0.23515613312212110395-36.6 0.73 1.01 1.19 1 0.85 -1 0.24015313112111810193-36.6 0.76 1.04 1.22 1 0.85 -1 0.24515012911911610092-36.6 0.79 1.07 1.25 1 0.85 -1 0.2501481281181159992-36.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 146 126 117 113 98 91 -36.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 144 125 116 112 97 90 -36.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 120 --93 ---36.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 258 234 213 200 181 165 -96.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 258 228 208 200 176 161 -96.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 258 223 204 200 173 158 -96.3 0.7 0.94 1.12 1 0.85 -1 0.230258218201200169155-96.3 0.7 0.98 1.16 1 0.85 -1 0.235253215198196166153-96.3 0.73 1.01 1.19 1 0.85 -1 0.240248212196192164151-96.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 244 209 194 189 162 150 -96.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 240 207 192 186 160 148 -96.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 237 205 190 184 159 147 -96.3 0.83 1.11 1.29 1 0.85 -1 0.260234203189181157146-96.3 0.85 1.13 1.31 1 0.85 -1 0.2100194172161150133125-96.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 231 210 190 179 162 147 -77.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220231204186179158144-77.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 231 199 183 179 154 141 -77.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 231 195 179 179 151 139 -77.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 226 192 177 175 149 137 -77.0 0.73 1.01 1.19 1 0.85 -1 0.240222189175172147135-77.0 0.76 1.04 1.22 1 0.85 -1 0.245218187173169145134-77.0 0.79 1.07 1.25 1 0.85 -1 0.250215185171166143133-77.0 0.81 1.09 1.27 1 0.85 -1 0.255212183170164142132-77.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 210 182 169 162 141 131 -77.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 173 154 144 134 119 112 -77.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 211 191 174 163 148 135 -64.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220211186170163144131-64.2 0.7 0.9 1.08 1 0.85 -1 0.225211182167163141129-64.2 0.7 0.94 1.12 1 0.85 -1 0.230211178164163138127-64.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 206 175 162 160 136 125 -64.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 202 173 160 157 134 124 -64.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 199 171 158 154 132 122 -64.2 0.79 1.07 1.25 1 0.85 -1 0.250196169157152131121-64.2 0.81 1.09 1.27 1 0.85 -1 0.255194167155150130120-64.2 0.83 1.11 1.29 1 0.85 -1 0.260191166154148129119-64.2 0.85 1.13 1.31 1 0.85 -1 0.2100158140132123109102-64.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 249.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL HardiePlank 5/16 5.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 16 2X4 wood DFL 6.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL 24 24 HardiePlank 5/16 2X4 wood DFL 16 HardiePlank 5/16 12 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 9.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 wood DFL 16 HardiePlank 5/16 HardiePlank 5/16 7.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 31 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 207 187 170 160 145 132 -61.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 207 182 166 160 141 129 -61.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 207 178 163 160 138 126 -61.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 207 175 160 160 135 124 -61.6 0.7 0.98 1.16 1 0.85 -1 0.235202172158157133123-61.6 0.73 1.01 1.19 1 0.85 -1 0.240198169156154131121-61.6 0.76 1.04 1.22 1 0.85 -1 0.245195167155151130120-61.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 192 166 153 149 128 119 -61.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 190 164 152 147 127 118 -61.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 187 163 151 145 126 117 -61.6 0.85 1.13 1.31 1 0.85 -1 0.2100155138129120107100-61.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 199 180 164 154 140 127 -57.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220199175160154136124-57.0 0.7 0.9 1.08 1 0.85 -1 0.225199172157154133122-57.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 199 168 154 154 130 120 -57.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 195 165 152 151 128 118 -57.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 191 163 151 148 126 117 -57.0 0.76 1.04 1.22 1 0.85 -1 0.245188161149145125115-57.0 0.79 1.07 1.25 1 0.85 -1 0.250185159148143123114-57.0 0.81 1.09 1.27 1 0.85 -1 0.255183158146141122113-57.0 0.83 1.11 1.29 1 0.85 -1 0.260180156145140121113-57.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 149 132 124 116 103 96 -57.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 195 177 161 151 137 125 -55.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 195 172 157 151 133 122 -55.0 0.7 0.9 1.08 1 0.85 -1 0.225195168154151130120-55.0 0.7 0.94 1.12 1 0.85 -1 0.230195165152151128117-55.0 0.7 0.98 1.16 1 0.85 -1 0.235191162150148126116-55.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 187 160 148 145 124 115 -55.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 184 158 146 143 123 113 -55.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 181 156 145 141 121 112 -55.0 0.81 1.09 1.27 1 0.85 -1 0.255179155144139120111-55.0 0.83 1.11 1.29 1 0.85 -1 0.260177154143137119111-55.0 0.85 1.13 1.31 1 0.85 -1 0.210014713012211410194-55.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 183 166 151 141 128 117 -48.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 183 161 147 141 125 114 -48.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 183 158 144 141 122 112 -48.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 183 154 142 141 120 110 -48.1 0.7 0.98 1.16 1 0.85 -1 0.235179152140138118108-48.1 0.73 1.01 1.19 1 0.85 -1 0.240175150138136116107-48.1 0.76 1.04 1.22 1 0.85 -1 0.245172148137134115106-48.1 0.79 1.07 1.25 1 0.85 -1 0.250170146136131113105-48.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 168 145 134 130 112 104 -48.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 166 144 133 128 111 103 -48.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 137 122 114 106 94 88 -48.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 180 163 148 139 126 115 -46.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220180159145139123112-46.7 0.7 0.9 1.08 1 0.85 -1 0.225180155142139120110-46.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 180 152 140 139 118 108 -46.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 176 150 138 136 116 107 -46.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 173 147 136 134 114 105 -46.7 0.76 1.04 1.22 1 0.85 -1 0.245170146135132113104-46.7 0.79 1.07 1.25 1 0.85 -1 0.250167144133129112103-46.7 0.81 1.09 1.27 1 0.85 -1 0.255165143132128111103-46.7 0.83 1.11 1.29 1 0.85 -1 0.260163141131126110102-46.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 135 120 112 105 93 87 -46.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 157 143 130 122 111 101 -35.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 157 139 127 122 108 98 -35.8 0.7 0.9 1.08 1 0.85 -1 0.22515713612412210596-35.8 0.7 0.94 1.12 1 0.85 -1 0.23015713312212210395-35.8 0.7 0.98 1.16 1 0.85 -1 0.23515413112111910294-35.8 0.73 1.01 1.19 1 0.85 -1 0.24015112911911710092-35.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 149 128 118 115 99 91 -35.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 146 126 117 113 98 91 -35.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 145 125 116 112 97 90 -35.8 0.83 1.11 1.29 1 0.85 -1 0.2601431241151119689-35.8 0.85 1.13 1.31 1 0.85 -1 0.2100118--92 ---35.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 8 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 16 2X4 wood DFL 8.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL 16 2X4 wood DFL 16 HardiePlank 5/16 7.5 0.092" shank X 0.222" HD X 2" long Siding nail Face nail HardiePlank 5/16 12 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL 16 16 HardiePlank 5/16 2X4 wood DFL 16 HardiePlank 5/16 9.5 0.092" shank X 0.222" HD X 2" long Siding nail Face nail HardiePlank 5/16 9.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 32 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 211 191 174 163 148 135 -64.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 211 186 170 163 144 131 -64.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 211 182 167 163 141 129 -64.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 211 178 164 163 138 127 -64.2 0.7 0.98 1.16 1 0.85 -1 0.235206175162160136125-64.2 0.73 1.01 1.19 1 0.85 -1 0.240202173160157134124-64.2 0.76 1.04 1.22 1 0.85 -1 0.245199171158154132122-64.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 196 169 157 152 131 121 -64.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 194 167 155 150 130 120 -64.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 191 166 154 148 129 119 -64.2 0.85 1.13 1.31 1 0.85 -1 0.2100158140132123109102-64.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 189 171 155 146 133 120 -51.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220189166152146129118-51.3 0.7 0.9 1.08 1 0.85 -1 0.225189163149146126115-51.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 189 159 146 146 123 113 -51.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 185 157 145 143 122 112 -51.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 181 155 143 140 120 111 -51.3 0.76 1.04 1.22 1 0.85 -1 0.245178153141138118110-51.3 0.79 1.07 1.25 1 0.85 -1 0.250175151140136117108-51.3 0.81 1.09 1.27 1 0.85 -1 0.255173150139134116108-51.3 0.83 1.11 1.29 1 0.85 -1 0.260171148138133115107-51.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 142 126 118 110 97 91 -51.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 172 156 142 133 121 110 -42.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 172 152 139 133 118 107 -42.8 0.7 0.9 1.08 1 0.85 -1 0.225172149136133115105-42.8 0.7 0.94 1.12 1 0.85 -1 0.230172145134133113104-42.8 0.7 0.98 1.16 1 0.85 -1 0.235169143132131111102-42.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 165 141 130 128 109 101 -42.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 163 140 129 126 108 100 -42.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 160 138 128 124 107 99 -42.8 0.81 1.09 1.27 1 0.85 -1 0.25515813712712210698-42.8 0.83 1.11 1.29 1 0.85 -1 0.26015613512612110597-42.8 0.85 1.13 1.31 1 0.85 -1 0.2100129115-100 89 --42.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 169 153 139 131 119 108 -41.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 169 149 136 131 115 105 -41.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 169 146 133 131 113 103 -41.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 169 143 131 131 110 101 -41.1 0.7 0.98 1.16 1 0.85 -1 0.235165140129128109100-41.1 0.73 1.01 1.19 1 0.85 -1 0.24016213812812510799-41.1 0.76 1.04 1.22 1 0.85 -1 0.24515913712612310698-41.1 0.79 1.07 1.25 1 0.85 -1 0.25015713512512110597-41.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 155 134 124 120 104 96 -41.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 153 133 123 119 103 95 -41.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 127 112 -98 87 --41.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 162 147 134 126 114 104 -38.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220162143131126111101-38.0 0.7 0.9 1.08 1 0.85 -1 0.22516214012812610899-38.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 162 137 126 126 106 98 -38.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 159 135 124 123 105 96 -38.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 156 133 123 121 103 95 -38.0 0.76 1.04 1.22 1 0.85 -1 0.24515313212211910294-38.0 0.79 1.07 1.25 1 0.85 -1 0.25015113012011710193-38.0 0.81 1.09 1.27 1 0.85 -1 0.25514912912011510093-38.0 0.83 1.11 1.29 1 0.85 -1 0.2601471281191149992-38.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 122 --94 ---38.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 159 145 131 123 112 102 -36.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 159 141 128 123 109 99 -36.7 0.7 0.9 1.08 1 0.85 -1 0.22515913812612310798-36.7 0.7 0.94 1.12 1 0.85 -1 0.23015913512412310496-36.7 0.7 0.98 1.16 1 0.85 -1 0.23515613312212110395-36.7 0.73 1.01 1.19 1 0.85 -1 0.24015313112111810194-36.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 150 129 119 117 100 93 -36.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 148 128 118 115 99 92 -36.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 146 127 117 113 98 91 -36.7 0.83 1.11 1.29 1 0.85 -1 0.2601451251161129790-36.7 0.85 1.13 1.31 1 0.85 -1 0.2100120--93 ---36.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 245.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL HardiePlank 5/16 7.5 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 24 2X4 wood DFL 8 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL 24 24 HardiePlank 5/16 2X4 wood DFL 24 HardiePlank 5/16 7.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail HardiePlank 5/16 6.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL 24 HardiePlank 5/16 HardiePlank 5/16 8.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 33 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 149 135 123 115 105 95 -32.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 149 131 120 115 102 93 -32.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 149 129 118 115 100 91 -32.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 149 126 116 115 98 90 -32.1 0.7 0.98 1.16 1 0.85 -1 0.2351461241141139689-32.1 0.73 1.01 1.19 1 0.85 -1 0.2401431221131119587-32.1 0.76 1.04 1.22 1 0.85 -1 0.2451411211121099487-32.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 139 119 111 107 93 86 -32.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 137 118 -106 92 --32.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 135 117 -105 91 --32.1 0.85 1.13 1.31 1 0.85 -1 0.2100112--87 ---32.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 147 133 121 114 103 94 -31.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22014712911811410092-31.1 0.7 0.9 1.08 1 0.85 -1 0.2251471271161149890-31.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 147 124 114 114 96 88 -31.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 144 122 113 111 95 87 -31.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 141 120 111 109 93 86 -31.1 0.76 1.04 1.22 1 0.85 -1 0.2451391191101079285-31.1 0.79 1.07 1.25 1 0.85 -1 0.250136118-106 91 --31.1 0.81 1.09 1.27 1 0.85 -1 0.255135117-104 90 --31.1 0.83 1.11 1.29 1 0.85 -1 0.260133116-103 89 --31.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 110 --85 ---31.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 129 117 -100 90 --23.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 129 113 -100 88 --23.9 0.7 0.9 1.08 1 0.85 -1 0.225129111-100 86 --23.9 0.7 0.94 1.12 1 0.85 -1 0.230129--100 ---23.9 0.7 0.98 1.16 1 0.85 -1 0.235126--98 ---23.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 123 --96 ---23.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 121 --94 ---23.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 120 --93 ---23.9 0.81 1.09 1.27 1 0.85 -1 0.255118--91 ---23.9 0.83 1.11 1.29 1 0.85 -1 0.260117--90 ---23.9 0.85 1.13 1.31 1 0.85 -1 0.2100-------23.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 259 235 213 201 182 165 -96.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 259 228 208 201 177 161 -96.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 259 223 205 201 173 159 -96.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 259 219 201 201 169 156 -96.8 0.7 0.98 1.16 1 0.85 -1 0.235254216199196167154-96.8 0.73 1.01 1.19 1 0.85 -1 0.240248212196192165152-96.8 0.76 1.04 1.22 1 0.85 -1 0.245244210194189163150-96.8 0.79 1.07 1.25 1 0.85 -1 0.250241207192186161149-96.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 238 206 191 184 159 148 -96.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 235 204 189 182 158 147 -96.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 194 172 162 151 134 125 -96.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 232 210 191 179 163 148 -77.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220232204186179158144-77.4 0.7 0.9 1.08 1 0.85 -1 0.225232200183179155142-77.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 232 196 180 179 152 139 -77.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 227 193 178 176 149 138 -77.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 222 190 175 172 147 136 -77.4 0.76 1.04 1.22 1 0.85 -1 0.245219188174169145134-77.4 0.79 1.07 1.25 1 0.85 -1 0.250215186172167144133-77.4 0.81 1.09 1.27 1 0.85 -1 0.255213184171165142132-77.4 0.83 1.11 1.29 1 0.85 -1 0.260210182169163141131-77.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 174 154 145 135 119 112 -77.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 211 192 174 164 149 135 -64.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 211 186 170 164 144 132 -64.5 0.7 0.9 1.08 1 0.85 -1 0.225211182167164141129-64.5 0.7 0.94 1.12 1 0.85 -1 0.230211179164164138127-64.5 0.7 0.98 1.16 1 0.85 -1 0.235207176162160136126-64.5 0.73 1.01 1.19 1 0.85 -1 0.240203173160157134124-64.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 200 171 158 155 133 123 -64.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 196 169 157 152 131 122 -64.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 194 168 156 150 130 121 -64.5 0.83 1.11 1.29 1 0.85 -1 0.260192166154149129120-64.5 0.85 1.13 1.31 1 0.85 -1 0.2100159141132123109102-64.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 9.5 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 24 2X4 wood DFL 12 0.092" shank X 0.222" HD X 2" long Siding nail Face nail 2X4 wood DFL 24 2X4 wood DFL 24 HardiePlank 5/16 9.25 0.092" shank X 0.222" HD X 2" long Siding nail Face nail HardiePlank 5/16 7.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 16 16 HardiePlank 5/16 2X4 Wood SPF 16 HardiePlank 5/16 6.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 5.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 34 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 207 188 171 160 146 132 -61.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 207 183 167 160 141 129 -61.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 207 179 164 160 138 127 -61.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 207 175 161 160 136 125 -61.9 0.7 0.98 1.16 1 0.85 -1 0.235203172159157134123-61.9 0.73 1.01 1.19 1 0.85 -1 0.240199170157154132121-61.9 0.76 1.04 1.22 1 0.85 -1 0.245196168155151130120-61.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 192 166 154 149 129 119 -61.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 190 164 153 147 127 118 -61.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 188 163 151 146 126 117 -61.9 0.85 1.13 1.31 1 0.85 -1 0.2100156138129120107100-61.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 199 181 164 154 140 127 -57.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220199176160154136124-57.3 0.7 0.9 1.08 1 0.85 -1 0.225199172157154133122-57.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 199 168 155 154 130 120 -57.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 195 166 153 151 128 118 -57.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 191 163 151 148 127 117 -57.3 0.76 1.04 1.22 1 0.85 -1 0.245188161149146125116-57.3 0.79 1.07 1.25 1 0.85 -1 0.250185160148143124115-57.3 0.81 1.09 1.27 1 0.85 -1 0.255183158147142123114-57.3 0.83 1.11 1.29 1 0.85 -1 0.260181157146140121113-57.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 150 133 125 116 103 96 -57.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 196 178 161 152 138 125 -55.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 196 173 158 152 134 122 -55.3 0.7 0.9 1.08 1 0.85 -1 0.225196169155152131120-55.3 0.7 0.94 1.12 1 0.85 -1 0.230196165152152128118-55.3 0.7 0.98 1.16 1 0.85 -1 0.235192163150148126116-55.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 188 161 148 145 124 115 -55.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 185 159 147 143 123 114 -55.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 182 157 145 141 121 113 -55.3 0.81 1.09 1.27 1 0.85 -1 0.255180155144139120112-55.3 0.83 1.11 1.29 1 0.85 -1 0.260178154143138119111-55.3 0.85 1.13 1.31 1 0.85 -1 0.210014713012211410195-55.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 183 166 151 142 129 117 -48.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 183 161 147 142 125 114 -48.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 183 158 145 142 122 112 -48.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 183 155 142 142 120 110 -48.4 0.7 0.98 1.16 1 0.85 -1 0.235179152140139118109-48.4 0.73 1.01 1.19 1 0.85 -1 0.240176150139136116107-48.4 0.76 1.04 1.22 1 0.85 -1 0.245173148137134115106-48.4 0.79 1.07 1.25 1 0.85 -1 0.250170147136132114105-48.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 168 145 135 130 113 104 -48.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 166 144 134 129 112 104 -48.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 138 122 114 107 94 89 -48.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 180 164 149 140 127 115 -46.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220180159145140123112-46.9 0.7 0.9 1.08 1 0.85 -1 0.225180156142140120110-46.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 180 152 140 140 118 108 -46.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 176 150 138 137 116 107 -46.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 173 148 137 134 115 106 -46.9 0.76 1.04 1.22 1 0.85 -1 0.245170146135132113105-46.9 0.79 1.07 1.25 1 0.85 -1 0.250168144134130112104-46.9 0.81 1.09 1.27 1 0.85 -1 0.255166143133128111103-46.9 0.83 1.11 1.29 1 0.85 -1 0.260164142132127110102-46.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 135 120 113 105 93 87 -46.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 158 143 130 122 111 101 -36.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 158 139 127 122 108 98 -36.0 0.7 0.9 1.08 1 0.85 -1 0.22515813612512210697-36.0 0.7 0.94 1.12 1 0.85 -1 0.23015813312312210395-36.0 0.7 0.98 1.16 1 0.85 -1 0.23515513112112010294-36.0 0.73 1.01 1.19 1 0.85 -1 0.24015213012011710093-36.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 149 128 118 115 99 92 -36.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 147 127 117 114 98 91 -36.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 145 125 116 112 97 90 -36.0 0.83 1.11 1.29 1 0.85 -1 0.2601431241151119689-36.0 0.85 1.13 1.31 1 0.85 -1 0.2100119--92 ---36.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 167.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF HardiePlank 5/16 9.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 16 2X4 Wood SPF 9.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 16 16 HardiePlank 5/16 2X4 Wood SPF 16 HardiePlank 5/16 8.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 8 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 16 HardiePlank 5/16 HardiePlank 5/16 12 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 35 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 211 192 174 164 149 135 -64.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 211 186 170 164 144 132 -64.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 211 182 167 164 141 129 -64.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 211 179 164 164 138 127 -64.5 0.7 0.98 1.16 1 0.85 -1 0.235207176162160136126-64.5 0.73 1.01 1.19 1 0.85 -1 0.240203173160157134124-64.5 0.76 1.04 1.22 1 0.85 -1 0.245200171158155133123-64.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 196 169 157 152 131 122 -64.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 194 168 156 150 130 121 -64.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 192 166 154 149 129 120 -64.5 0.85 1.13 1.31 1 0.85 -1 0.2100159141132123109102-64.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 189 172 156 146 133 121 -51.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220189167152146129118-51.6 0.7 0.9 1.08 1 0.85 -1 0.225189163149146126116-51.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 189 160 147 146 124 114 -51.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 185 157 145 143 122 112 -51.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 181 155 143 141 120 111 -51.6 0.76 1.04 1.22 1 0.85 -1 0.245179153142138119110-51.6 0.79 1.07 1.25 1 0.85 -1 0.250176151140136117109-51.6 0.81 1.09 1.27 1 0.85 -1 0.255174150139134116108-51.6 0.83 1.11 1.29 1 0.85 -1 0.260172149138133115107-51.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 142 126 118 110 97 92 -51.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 173 152 139 134 118 108 -43.0 0.7 0.9 1.08 1 0.85 -1 0.225173149136134115106-43.0 0.7 0.94 1.12 1 0.85 -1 0.230173146134134113104-43.0 0.7 0.98 1.16 1 0.85 -1 0.235169144132131111103-43.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 166 142 131 128 110 101 -43.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 163 140 129 126 108 100 -43.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 160 138 128 124 107 99 -43.0 0.81 1.09 1.27 1 0.85 -1 0.25515813712712310698-43.0 0.83 1.11 1.29 1 0.85 -1 0.26015713612612110598-43.0 0.85 1.13 1.31 1 0.85 -1 0.2100130115-100 89 --43.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 169 153 139 131 119 108 -41.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 169 149 136 131 116 105 -41.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 169 146 134 131 113 104 -41.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 169 143 131 131 111 102 -41.3 0.7 0.98 1.16 1 0.85 -1 0.235166141130128109100-41.3 0.73 1.01 1.19 1 0.85 -1 0.24016213912812610799-41.3 0.76 1.04 1.22 1 0.85 -1 0.24516013712712410698-41.3 0.79 1.07 1.25 1 0.85 -1 0.25015713612612210597-41.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 155 134 125 120 104 96 -41.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 153 133 124 119 103 96 -41.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 127 113 -98 87 --41.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 163 148 134 126 114 104 -38.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220163143131126111101-38.2 0.7 0.9 1.08 1 0.85 -1 0.225163140129126109100-38.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 163 137 126 126 106 98 -38.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 159 135 125 123 105 97 -38.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 156 133 123 121 103 95 -38.2 0.76 1.04 1.22 1 0.85 -1 0.24515413212211910294-38.2 0.79 1.07 1.25 1 0.85 -1 0.25015113012111710194-38.2 0.81 1.09 1.27 1 0.85 -1 0.25514912912011610093-38.2 0.83 1.11 1.29 1 0.85 -1 0.2601481281191149992-38.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 122 --95 ---38.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 160 145 132 124 112 102 -36.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 160 141 129 124 109 100 -36.9 0.7 0.9 1.08 1 0.85 -1 0.22516013812612410798-36.9 0.7 0.94 1.12 1 0.85 -1 0.23016013512412410596-36.9 0.7 0.98 1.16 1 0.85 -1 0.23515713312312110395-36.9 0.73 1.01 1.19 1 0.85 -1 0.24015313112111910294-36.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 151 130 120 117 100 93 -36.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 149 128 119 115 99 92 -36.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 147 127 118 114 98 91 -36.9 0.83 1.11 1.29 1 0.85 -1 0.2601451261171129791-36.9 0.85 1.13 1.31 1 0.85 -1 0.2100120--93 ---36.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 6.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 24 2X4 Wood SPF 7.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 24 2X4 Wood SPF 24 HardiePlank 5/16 5.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 24 24 HardiePlank 5/16 2X4 Wood SPF 24 HardiePlank 5/16 8 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 7.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF HardiePlank 5/16 8.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 36 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 150 136 123 116 105 96 -32.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 150 132 120 116 102 93 -32.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 150 129 118 116 100 92 -32.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 150 126 116 116 98 90 -32.3 0.7 0.98 1.16 1 0.85 -1 0.2351461251151139689-32.3 0.73 1.01 1.19 1 0.85 -1 0.2401441231131119588-32.3 0.76 1.04 1.22 1 0.85 -1 0.2451411211121099487-32.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 139 120 111 108 93 86 -32.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 137 119 110 106 92 85 -32.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 136 118 -105 91 --32.3 0.85 1.13 1.31 1 0.85 -1 0.2100112--87 ---32.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 147 134 121 114 103 94 -31.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22014713011911410192-31.3 0.7 0.9 1.08 1 0.85 -1 0.2251471271161149890-31.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 147 124 114 114 96 89 -31.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 144 123 113 112 95 87 -31.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 141 121 112 109 94 86 -31.3 0.76 1.04 1.22 1 0.85 -1 0.2451391191101089286-31.3 0.79 1.07 1.25 1 0.85 -1 0.250137118-106 91 --31.3 0.81 1.09 1.27 1 0.85 -1 0.255135117-105 91 --31.3 0.83 1.11 1.29 1 0.85 -1 0.260134116-103 90 --31.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 111 --86 ---31.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 129 117 -100 91 --24.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 129 114 -100 88 --24.0 0.7 0.9 1.08 1 0.85 -1 0.225129111-100 86 --24.0 0.7 0.94 1.12 1 0.85 -1 0.230129--100 ---24.0 0.7 0.98 1.16 1 0.85 -1 0.235126--98 ---24.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 124 --96 ---24.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 122 --94 ---24.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 120 --93 ---24.0 0.81 1.09 1.27 1 0.85 -1 0.255118--92 ---24.0 0.83 1.11 1.29 1 0.85 -1 0.260117--91 ---24.0 0.85 1.13 1.31 1 0.85 -1 0.2100-------24.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 302 274 249 234 213 193 -132.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 302 267 243 234 207 189 -132.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 302 261 239 234 202 185 -132.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 302 256 235 234 198 182 -132.1 0.7 0.98 1.16 1 0.85 -1 0.235296252232229195180-132.1 0.73 1.01 1.19 1 0.85 -1 0.240290248229225192177-132.1 0.76 1.04 1.22 1 0.85 -1 0.245286245227221190176-132.1 0.79 1.07 1.25 1 0.85 -1 0.250281242225218188174-132.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 278 240 223 215 186 173 -132.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 274 238 221 213 184 171 -132.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 227 201 189 176 156 146 -132.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 271 245 223 210 190 173 -105.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220271239218210185169-105.7 0.7 0.9 1.08 1 0.85 -1 0.225271233214210181166-105.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 271 229 210 210 177 163 -105.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 265 225 207 205 174 161 -105.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 260 222 205 201 172 159 -105.7 0.76 1.04 1.22 1 0.85 -1 0.245255219203198170157-105.7 0.79 1.07 1.25 1 0.85 -1 0.250251217201195168156-105.7 0.81 1.09 1.27 1 0.85 -1 0.255248215199192166154-105.7 0.83 1.11 1.29 1 0.85 -1 0.260245213198190165153-105.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 203 180 169 157 140 131 -105.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 247 224 204 191 174 158 -88.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 247 218 199 191 169 154 -88.1 0.7 0.9 1.08 1 0.85 -1 0.225247213195191165151-88.1 0.7 0.94 1.12 1 0.85 -1 0.230247209192191162149-88.1 0.7 0.98 1.16 1 0.85 -1 0.235242206189187159147-88.1 0.73 1.01 1.19 1 0.85 -1 0.240237203187184157145-88.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 233 200 185 181 155 143 -88.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 230 198 183 178 153 142 -88.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 227 196 182 176 152 141 -88.1 0.83 1.11 1.29 1 0.85 -1 0.260224194181174151140-88.1 0.85 1.13 1.31 1 0.85 -1 0.2100185164154144127120-88.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 9.25 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 2X4 Wood SPF 24 24 HardiePlank 5/16 HardiePlank 5/16 12 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail HardiePlank 5/16 9.5 0.092" shank X 0.222" HD X 2.5" long Siding nail Face nail 2X4 Wood SPF 24 HardiePlank 5/16 7.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) 16 16 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 6.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail HardiePlank 5/16 5.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 37 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 242 220 199 187 170 155 -84.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 242 213 195 187 165 151 -84.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 242 209 191 187 162 148 -84.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 242 204 188 187 158 146 -84.5 0.7 0.98 1.16 1 0.85 -1 0.235237201186184156144-84.5 0.73 1.01 1.19 1 0.85 -1 0.240232198183180154142-84.5 0.76 1.04 1.22 1 0.85 -1 0.245228196181177152141-84.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 225 194 180 174 150 139 -84.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 222 192 178 172 149 138 -84.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 220 190 177 170 148 137 -84.5 0.85 1.13 1.31 1 0.85 -1 0.2100182161151141125117-84.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 233 211 192 180 164 149 -78.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220233205187180159145-78.3 0.7 0.9 1.08 1 0.85 -1 0.225233201184180156143-78.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 233 197 181 180 152 140 -78.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 228 194 179 177 150 138 -78.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 223 191 176 173 148 137 -78.3 0.76 1.04 1.22 1 0.85 -1 0.245220189175170146135-78.3 0.79 1.07 1.25 1 0.85 -1 0.250216187173168145134-78.3 0.81 1.09 1.27 1 0.85 -1 0.255214185172166143133-78.3 0.83 1.11 1.29 1 0.85 -1 0.260211183170164142132-78.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 175 155 146 135 120 113 -78.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 229 207 188 177 161 146 -75.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 229 202 184 177 156 143 -75.5 0.7 0.9 1.08 1 0.85 -1 0.225229197181177153140-75.5 0.7 0.94 1.12 1 0.85 -1 0.230229193178177150138-75.5 0.7 0.98 1.16 1 0.85 -1 0.235224190175173147136-75.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 219 188 173 170 145 134 -75.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 216 185 171 167 144 133 -75.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 213 183 170 165 142 131 -75.5 0.81 1.09 1.27 1 0.85 -1 0.255210182168163141130-75.5 0.83 1.11 1.29 1 0.85 -1 0.260207180167161139129-75.5 0.85 1.13 1.31 1 0.85 -1 0.2100172152143133118111-75.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 214 189 172 166 146 133 -66.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 214 185 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 214 181 166 166 140 129 -66.0 0.7 0.98 1.16 1 0.85 -1 0.235209178164162138127-66.0 0.73 1.01 1.19 1 0.85 -1 0.240205175162159136125-66.0 0.76 1.04 1.22 1 0.85 -1 0.245202173160156134124-66.0 0.79 1.07 1.25 1 0.85 -1 0.250199171159154133123-66.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 196 170 158 152 132 122 -66.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 194 168 156 150 130 121 -66.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 161 142 134 124 110 104 -66.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 211 191 174 163 148 134 -64.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220211186170163144131-64.0 0.7 0.9 1.08 1 0.85 -1 0.225211182166163141129-64.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 211 178 164 163 138 127 -64.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 206 175 162 160 136 125 -64.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 202 173 160 157 134 124 -64.0 0.76 1.04 1.22 1 0.85 -1 0.245199171158154132122-64.0 0.79 1.07 1.25 1 0.85 -1 0.250196169156152131121-64.0 0.81 1.09 1.27 1 0.85 -1 0.255193167155150130120-64.0 0.83 1.11 1.29 1 0.85 -1 0.260191166154148128119-64.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 158 140 132 123 109 102 -64.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 187 169 154 145 131 119 -50.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 187 165 150 145 128 116 -50.3 0.7 0.9 1.08 1 0.85 -1 0.225187161148145125114-50.3 0.7 0.94 1.12 1 0.85 -1 0.230187158145145122112-50.3 0.7 0.98 1.16 1 0.85 -1 0.235183155143142120111-50.3 0.73 1.01 1.19 1 0.85 -1 0.240179153141139119110-50.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 176 151 140 137 117 108 -50.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 174 150 139 134 116 107 -50.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 171 148 138 133 115 107 -50.3 0.83 1.11 1.29 1 0.85 -1 0.260169147136131114106-50.3 0.85 1.13 1.31 1 0.85 -1 0.21001401241171099690-50.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 167.5 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 9.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 16 20ga. Steel (33mil, fy = 33 ksi) 9.5 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) 16 16 HardiePlank 5/16 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 8.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail HardiePlank 5/16 8 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 HardiePlank 5/16 12 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 38 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 223 203 184 173 157 143 -72.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 223 197 180 173 153 139 -72.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 223 193 177 173 149 137 -72.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 223 189 174 173 146 134 -72.1 0.7 0.98 1.16 1 0.85 -1 0.235219186171169144133-72.1 0.73 1.01 1.19 1 0.85 -1 0.240214183169166142131-72.1 0.76 1.04 1.22 1 0.85 -1 0.245211181168163140130-72.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 208 179 166 161 139 128 -72.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 205 177 165 159 137 127 -72.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 203 176 163 157 136 127 -72.1 0.85 1.13 1.31 1 0.85 -1 0.2100168149140130115108-72.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 200 181 165 155 140 128 -57.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220200176161155137125-57.7 0.7 0.9 1.08 1 0.85 -1 0.225200172158155134122-57.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 200 169 155 155 131 120 -57.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 196 166 153 152 129 119 -57.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 192 164 151 149 127 117 -57.7 0.76 1.04 1.22 1 0.85 -1 0.245189162150146125116-57.7 0.79 1.07 1.25 1 0.85 -1 0.250186160148144124115-57.7 0.81 1.09 1.27 1 0.85 -1 0.255184159147142123114-57.7 0.83 1.11 1.29 1 0.85 -1 0.260181157146140122113-57.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 150 133 125 116 103 97 -57.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 182 166 150 141 128 116 -48.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 182 161 147 141 125 114 -48.1 0.7 0.9 1.08 1 0.85 -1 0.225182157144141122112-48.1 0.7 0.94 1.12 1 0.85 -1 0.230182154142141119110-48.1 0.7 0.98 1.16 1 0.85 -1 0.235179152140138118108-48.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 175 150 138 136 116 107 -48.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 172 148 137 133 115 106 -48.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 170 146 135 131 113 105 -48.1 0.81 1.09 1.27 1 0.85 -1 0.255168145134130112104-48.1 0.83 1.11 1.29 1 0.85 -1 0.260166144133128111103-48.1 0.85 1.13 1.31 1 0.85 -1 0.21001371211141069488-48.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 179 162 147 138 126 114 -46.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 179 158 144 138 122 111 -46.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 179 154 141 138 119 109 -46.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 179 151 139 138 117 108 -46.1 0.7 0.98 1.16 1 0.85 -1 0.235175149137136115106-46.1 0.73 1.01 1.19 1 0.85 -1 0.240172147135133114105-46.1 0.76 1.04 1.22 1 0.85 -1 0.245169145134131112104-46.1 0.79 1.07 1.25 1 0.85 -1 0.250166143133129111103-46.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 164 142 132 127 110 102 -46.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 162 141 131 126 109 101 -46.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 134 119 112 104 92 87 -46.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 172 156 142 133 121 110 -42.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220172152138133117107-42.7 0.7 0.9 1.08 1 0.85 -1 0.225172148136133115105-42.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 172 145 134 133 113 103 -42.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 168 143 132 130 111 102 -42.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 165 141 130 128 109 101 -42.7 0.76 1.04 1.22 1 0.85 -1 0.245162139129126108100-42.7 0.79 1.07 1.25 1 0.85 -1 0.25016013812812410799-42.7 0.81 1.09 1.27 1 0.85 -1 0.25515813712712210698-42.7 0.83 1.11 1.29 1 0.85 -1 0.26015613512612110597-42.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 129 115 -100 89 --42.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 169 153 139 131 119 108 -41.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 169 149 136 131 115 105 -41.2 0.7 0.9 1.08 1 0.85 -1 0.225169146134131113103-41.2 0.7 0.94 1.12 1 0.85 -1 0.230169143131131111102-41.2 0.7 0.98 1.16 1 0.85 -1 0.235165141130128109100-41.2 0.73 1.01 1.19 1 0.85 -1 0.24016213912812610799-41.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 159 137 127 124 106 98 -41.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 157 135 125 122 105 97 -41.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 155 134 124 120 104 96 -41.2 0.83 1.11 1.29 1 0.85 -1 0.26015313312311910396-41.2 0.85 1.13 1.31 1 0.85 -1 0.2100127112-98 87 --41.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 6.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 24 20ga. Steel (33mil, fy = 33 ksi) 7.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) 24 20ga. Steel (33mil, fy = 33 ksi) 24 HardiePlank 5/16 5.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail HardiePlank 5/16 8.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) 24 24 HardiePlank 5/16 20ga. Steel (33mil, fy = 33 ksi) 24 HardiePlank 5/16 8 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail HardiePlank 5/16 7.5 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 39 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 158 143 130 122 111 101 -36.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 158 139 127 122 108 99 -36.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 158 136 125 122 106 97 -36.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 158 134 123 122 103 95 -36.0 0.7 0.98 1.16 1 0.85 -1 0.23515513212112010294-36.0 0.73 1.01 1.19 1 0.85 -1 0.24015213012011710093-36.0 0.76 1.04 1.22 1 0.85 -1 0.2451491281181169992-36.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 147 127 117 114 98 91 -36.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 145 125 116 112 97 90 -36.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 143 124 115 111 96 89 -36.0 0.85 1.13 1.31 1 0.85 -1 0.2100119--92 ---36.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 156 141 128 121 109 99 -35.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.22015613712512110697-35.0 0.7 0.9 1.08 1 0.85 -1 0.22515613412312110495-35.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 156 131 121 121 102 94 -35.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 152 130 119 118 100 92 -35.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 149 128 118 116 99 91 -35.0 0.76 1.04 1.22 1 0.85 -1 0.2451471261171149890-35.0 0.79 1.07 1.25 1 0.85 -1 0.2501451251161129789-35.0 0.81 1.09 1.27 1 0.85 -1 0.2551431241151119689-35.0 0.83 1.11 1.29 1 0.85 -1 0.2601411221141099588-35.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 117 --91 ---35.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 137 124 113 106 96 87 -27.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 137 121 110 106 93 85 -27.0 0.7 0.9 1.08 1 0.85 -1 0.225137118-106 91 --27.0 0.7 0.94 1.12 1 0.85 -1 0.230137116-106 90 --27.0 0.7 0.98 1.16 1 0.85 -1 0.235134114-104 88 --27.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 131 112 -102 87 --27.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 129 111 -100 86 --27.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 127 --98 ---27.0 0.81 1.09 1.27 1 0.85 -1 0.255126--97 ---27.0 0.83 1.11 1.29 1 0.85 -1 0.260124--96 ---27.0 0.85 1.13 1.31 1 0.85 -1 0.2100-------27.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 161 146 133 125 113 103 -37.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 161 142 129 125 110 100 -37.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 161 139 127 125 107 98 -37.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 161 136 125 125 105 97 -37.3 0.7 0.98 1.16 1 0.85 -1 0.23515713412312210496-37.3 0.73 1.01 1.19 1 0.85 -1 0.24015413212212010294-37.3 0.76 1.04 1.22 1 0.85 -1 0.24515213012111810193-37.3 0.79 1.07 1.25 1 0.85 -1 0.25014912911911610092-37.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 148 128 118 114 99 92 -37.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 146 127 118 113 98 91 -37.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 121 --94 ---37.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 144 131 119 111 101 92 -29.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2201441271161119890-29.9 0.7 0.9 1.08 1 0.85 -1 0.2251441241141119688-29.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 144 122 112 111 94 87 -29.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 141 120 110 109 93 85 -29.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 138 118 -107 91 --29.9 0.76 1.04 1.22 1 0.85 -1 0.245136117-105 90 --29.9 0.79 1.07 1.25 1 0.85 -1 0.250134115-104 89 --29.9 0.81 1.09 1.27 1 0.85 -1 0.255132114-102 88 --29.9 0.83 1.11 1.29 1 0.85 -1 0.260131113-101 88 --29.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------29.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 131 119 -102 92 --24.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 131 116 -102 90 --24.9 0.7 0.9 1.08 1 0.85 -1 0.225131113-102 88 --24.9 0.7 0.94 1.12 1 0.85 -1 0.230131111-102 86 --24.9 0.7 0.98 1.16 1 0.85 -1 0.235129--100 ---24.9 0.73 1.01 1.19 1 0.85 -1 0.240126--98 ---24.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 124 --96 ---24.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 122 --95 ---24.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 121 --93 ---24.9 0.83 1.11 1.29 1 0.85 -1 0.260119--92 ---24.9 0.85 1.13 1.31 1 0.85 -1 0.2100-------24.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 249.25 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 5.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 16 20ga. Steel (33mil, fy = 33 ksi) 6.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 24 24 HardiePlank 5/16 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 12 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail HardiePlank 5/16 9.5 ET&F 0.100” knurled shank diameter x 0.250” HD x 1.5” long Face nail 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 HardiePlank 5/16 7.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 40 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 129 117 -100 90 --23.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 129 113 -100 88 --23.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 129 111 -100 86 --23.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 129 --100 ---23.9 0.7 0.98 1.16 1 0.85 -1 0.235126--98 ---23.9 0.73 1.01 1.19 1 0.85 -1 0.240123--96 ---23.9 0.76 1.04 1.22 1 0.85 -1 0.245121--94 ---23.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 120 --93 ---23.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 118 --91 ---23.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 117 --90 ---23.9 0.85 1.13 1.31 1 0.85 -1 0.2100-------23.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 124 112 -96 87 --22.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220124--96 ---22.1 0.7 0.9 1.08 1 0.85 -1 0.225124--96 ---22.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 124 --96 ---22.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 121 --94 ---22.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 119 --92 ---22.1 0.76 1.04 1.22 1 0.85 -1 0.245117--91 ---22.1 0.79 1.07 1.25 1 0.85 -1 0.250115--89 ---22.1 0.81 1.09 1.27 1 0.85 -1 0.255114--88 ---22.1 0.83 1.11 1.29 1 0.85 -1 0.260112--87 ---22.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------22.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 122 110 -94 85 --21.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 122 --94 ---21.3 0.7 0.9 1.08 1 0.85 -1 0.225122--94 ---21.3 0.7 0.94 1.12 1 0.85 -1 0.230122--94 ---21.3 0.7 0.98 1.16 1 0.85 -1 0.235119--92 ---21.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 117 --90 ---21.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 115 --89 ---21.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 113 --88 ---21.3 0.81 1.09 1.27 1 0.85 -1 0.255112--86 ---21.3 0.83 1.11 1.29 1 0.85 -1 0.260110--85 ---21.3 0.85 1.13 1.31 1 0.85 -1 0.2100-------21.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 114 --88 ---18.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 114 --88 ---18.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 114 --88 ---18.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 114 --88 ---18.7 0.7 0.98 1.16 1 0.85 -1 0.235111--86 ---18.7 0.73 1.01 1.19 1 0.85 -1 0.240-------18.7 0.76 1.04 1.22 1 0.85 -1 0.245-------18.7 0.79 1.07 1.25 1 0.85 -1 0.250-------18.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 -------18.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------18.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------18.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 112 --87 ---18.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220112--87 ---18.1 0.7 0.9 1.08 1 0.85 -1 0.225112--87 ---18.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 112 --87 ---18.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 -------18.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 -------18.1 0.76 1.04 1.22 1 0.85 -1 0.245-------18.1 0.79 1.07 1.25 1 0.85 -1 0.250-------18.1 0.81 1.09 1.27 1 0.85 -1 0.255-------18.1 0.83 1.11 1.29 1 0.85 -1 0.260-------18.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------18.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 143 130 118 111 101 92 -29.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 143 126 115 111 98 89 -29.7 0.7 0.9 1.08 1 0.85 -1 0.2251431241131119688-29.7 0.7 0.94 1.12 1 0.85 -1 0.2301431211111119486-29.7 0.7 0.98 1.16 1 0.85 -1 0.235140119-109 92 --29.7 0.73 1.01 1.19 1 0.85 -1 0.240138118-107 91 --29.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 135 116 -105 90 --29.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 133 115 -103 89 --29.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 132 114 -102 88 --29.7 0.83 1.11 1.29 1 0.85 -1 0.260130113-101 87 --29.7 0.85 1.13 1.31 1 0.85 -1 0.2100-------29.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 8 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 16 20ga. Steel (33mil, fy = 33 ksi) 8.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 16 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 7.5 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 24 20ga. Steel (33mil, fy = 33 ksi) 5.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 16 16 HardiePlank 5/16 HardiePlank 5/16 9.5 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail HardiePlank 5/16 9.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 41 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 127 115 -98 89 --23.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 127 112 -98 87 --23.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 127 --98 ---23.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 127 --98 ---23.3 0.7 0.98 1.16 1 0.85 -1 0.235124--96 ---23.3 0.73 1.01 1.19 1 0.85 -1 0.240122--94 ---23.3 0.76 1.04 1.22 1 0.85 -1 0.245120--93 ---23.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 118 --92 ---23.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 117 --90 ---23.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 115 --89 ---23.3 0.85 1.13 1.31 1 0.85 -1 0.2100-------23.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 116 --90 ---19.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220116--90 ---19.4 0.7 0.9 1.08 1 0.85 -1 0.225116--90 ---19.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 116 --90 ---19.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 114 --88 ---19.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 111 --86 ---19.4 0.76 1.04 1.22 1 0.85 -1 0.245-------19.4 0.79 1.07 1.25 1 0.85 -1 0.250-------19.4 0.81 1.09 1.27 1 0.85 -1 0.255-------19.4 0.83 1.11 1.29 1 0.85 -1 0.260-------19.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------19.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 114 --88 ---18.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 114 --88 ---18.7 0.7 0.9 1.08 1 0.85 -1 0.225114--88 ---18.7 0.7 0.94 1.12 1 0.85 -1 0.230114--88 ---18.7 0.7 0.98 1.16 1 0.85 -1 0.235111--86 ---18.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 -------18.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 -------18.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 -------18.7 0.81 1.09 1.27 1 0.85 -1 0.255-------18.7 0.83 1.11 1.29 1 0.85 -1 0.260-------18.7 0.85 1.13 1.31 1 0.85 -1 0.2100-------18.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 284 258 234 220 200 181 -116.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 284 250 229 220 194 177 -116.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 284 245 224 220 190 174 -116.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 284 240 220 220 186 171 -116.3 0.7 0.98 1.16 1 0.85 -1 0.235278236218215183169-116.3 0.73 1.01 1.19 1 0.85 -1 0.240272233215211180167-116.3 0.76 1.04 1.22 1 0.85 -1 0.245268230213208178165-116.3 0.79 1.07 1.25 1 0.85 -1 0.250264227211204176163-116.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 261 225 209 202 175 162 -116.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 258 223 207 200 173 161 -116.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 213 189 177 165 146 137 -116.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 254 230 209 197 178 162 -93.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220254224204197173158-93.1 0.7 0.9 1.08 1 0.85 -1 0.225254219201197170155-93.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 254 215 197 197 166 153 -93.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 249 211 195 193 164 151 -93.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 244 208 192 189 161 149 -93.1 0.76 1.04 1.22 1 0.85 -1 0.245240206190186159147-93.1 0.79 1.07 1.25 1 0.85 -1 0.250236203188183158146-93.1 0.81 1.09 1.27 1 0.85 -1 0.255233202187181156145-93.1 0.83 1.11 1.29 1 0.85 -1 0.260230200186178155144-93.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 191 169 159 148 131 123 -93.1 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 232 210 191 180 163 148 -77.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 232 204 187 180 158 145 -77.6 0.7 0.9 1.08 1 0.85 -1 0.225232200183180155142-77.6 0.7 0.94 1.12 1 0.85 -1 0.230232196180180152139-77.6 0.7 0.98 1.16 1 0.85 -1 0.235227193178176149138-77.6 0.73 1.01 1.19 1 0.85 -1 0.240222190176172147136-77.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 219 188 174 170 146 135 -77.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 215 186 172 167 144 133 -77.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 213 184 171 165 143 132 -77.6 0.83 1.11 1.29 1 0.85 -1 0.260210182169163141131-77.6 0.85 1.13 1.31 1 0.85 -1 0.2100174154145135120112-77.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 7.5 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 24 24 20ga. Steel (33mil, fy = 33 ksi) 24 HardiePlank 5/16 7.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail HardiePlank 5/16 6.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Blind Nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 7.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 16 16 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 6.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail HardiePlank 5/16 5.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 42 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 227 206 187 176 160 145 -74.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 227 200 183 176 155 142 -74.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 227 196 180 176 152 139 -74.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 227 192 176 176 149 137 -74.5 0.7 0.98 1.16 1 0.85 -1 0.235222189174172146135-74.5 0.73 1.01 1.19 1 0.85 -1 0.240218186172169144133-74.5 0.76 1.04 1.22 1 0.85 -1 0.245214184170166143132-74.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 211 182 169 164 141 131 -74.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 209 180 167 162 140 130 -74.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 206 179 166 160 138 129 -74.5 0.85 1.13 1.31 1 0.85 -1 0.2100171151142132117110-74.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 218 198 180 169 154 140 -68.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220218193176169149136-68.9 0.7 0.9 1.08 1 0.85 -1 0.225218189173169146134-68.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 218 185 170 169 143 131 -68.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 214 182 168 166 141 130 -68.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 210 179 165 162 139 128 -68.9 0.76 1.04 1.22 1 0.85 -1 0.245206177164160137127-68.9 0.79 1.07 1.25 1 0.85 -1 0.250203175162157136126-68.9 0.81 1.09 1.27 1 0.85 -1 0.255201174161155134125-68.9 0.83 1.11 1.29 1 0.85 -1 0.260198172160154133124-68.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 164 145 137 127 113 106 -68.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 215 195 177 166 151 137 -66.5 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 215 189 173 166 147 134 -66.5 0.7 0.9 1.08 1 0.85 -1 0.225215185170166143131-66.5 0.7 0.94 1.12 1 0.85 -1 0.230215181167166140129-66.5 0.7 0.98 1.16 1 0.85 -1 0.235210179165163138127-66.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 206 176 163 159 136 126 -66.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 203 174 161 157 135 125 -66.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 199 172 159 154 133 123 -66.5 0.81 1.09 1.27 1 0.85 -1 0.255197170158153132122-66.5 0.83 1.11 1.29 1 0.85 -1 0.260195169157151131121-66.5 0.85 1.13 1.31 1 0.85 -1 0.2100161143134125111104-66.5 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 201 182 165 155 141 128 -58.2 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 201 177 162 155 137 125 -58.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 201 173 159 155 134 123 -58.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 201 170 156 155 131 121 -58.2 0.7 0.98 1.16 1 0.85 -1 0.235197167154152129119-58.2 0.73 1.01 1.19 1 0.85 -1 0.240193165152149128118-58.2 0.76 1.04 1.22 1 0.85 -1 0.245190163150147126117-58.2 0.79 1.07 1.25 1 0.85 -1 0.250187161149145125115-58.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 184 159 148 143 123 115 -58.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 182 158 147 141 122 114 -58.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 151 134 125 117 104 97 -58.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 198 179 163 153 139 126 -56.4 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220198174159153135123-56.4 0.7 0.9 1.08 1 0.85 -1 0.225198171156153132121-56.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 198 167 154 153 129 119 -56.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 194 165 152 150 127 117 -56.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 190 162 150 147 126 116 -56.4 0.76 1.04 1.22 1 0.85 -1 0.245187160148145124115-56.4 0.79 1.07 1.25 1 0.85 -1 0.250184158147142123114-56.4 0.81 1.09 1.27 1 0.85 -1 0.255181157146141122113-56.4 0.83 1.11 1.29 1 0.85 -1 0.260179156144139120112-56.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 148 132 124 115 102 96 -56.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 173 157 143 134 122 111 -43.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 173 153 139 134 118 108 -43.3 0.7 0.9 1.08 1 0.85 -1 0.225173149137134116106-43.3 0.7 0.94 1.12 1 0.85 -1 0.230173146134134113104-43.3 0.7 0.98 1.16 1 0.85 -1 0.235170144133131112103-43.3 0.73 1.01 1.19 1 0.85 -1 0.240166142131129110102-43.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 163 140 130 127 109 101 -43.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 161 139 129 125 107 100 -43.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 159 137 128 123 106 99 -43.3 0.83 1.11 1.29 1 0.85 -1 0.26015713612712210698-43.3 0.85 1.13 1.31 1 0.85 -1 0.2100130115-101 89 --43.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 167.5 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 9.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 16 20ga. Steel (33mil, fy = 33 ksi) 9.5 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 16 16 HardiePlank 5/16 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 8.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail HardiePlank 5/16 8 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 16 HardiePlank 5/16 HardiePlank 5/16 12 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 43 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 232 210 191 180 163 148 -77.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 232 204 187 180 158 145 -77.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 232 200 183 180 155 142 -77.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 232 196 180 180 152 139 -77.6 0.7 0.98 1.16 1 0.85 -1 0.235227193178176149138-77.6 0.73 1.01 1.19 1 0.85 -1 0.240222190176172147136-77.6 0.76 1.04 1.22 1 0.85 -1 0.245219188174170146135-77.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 215 186 172 167 144 133 -77.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 213 184 171 165 143 132 -77.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 210 182 169 163 141 131 -77.6 0.85 1.13 1.31 1 0.85 -1 0.2100174154145135120112-77.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 207 188 171 161 146 132 -62.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220207183167161142129-62.0 0.7 0.9 1.08 1 0.85 -1 0.225207179164161139127-62.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 207 175 161 161 136 125 -62.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 203 173 159 157 134 123 -62.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 199 170 157 154 132 122 -62.0 0.76 1.04 1.22 1 0.85 -1 0.245196168155152130120-62.0 0.79 1.07 1.25 1 0.85 -1 0.250193166154149129119-62.0 0.81 1.09 1.27 1 0.85 -1 0.255190165153147128118-62.0 0.83 1.11 1.29 1 0.85 -1 0.260188163152146126117-62.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 156 138 130 121 107 100 -62.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 189 172 156 147 133 121 -51.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 189 167 152 147 129 118 -51.7 0.7 0.9 1.08 1 0.85 -1 0.225189163150147126116-51.7 0.7 0.94 1.12 1 0.85 -1 0.230189160147147124114-51.7 0.7 0.98 1.16 1 0.85 -1 0.235185158145144122112-51.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 182 155 143 141 120 111 -51.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 179 153 142 138 119 110 -51.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 176 152 140 136 117 109 -51.7 0.81 1.09 1.27 1 0.85 -1 0.255174150139135116108-51.7 0.83 1.11 1.29 1 0.85 -1 0.260172149138133115107-51.7 0.85 1.13 1.31 1 0.85 -1 0.21001421261181109892-51.7 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 185 168 153 144 130 118 -49.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 185 163 149 144 127 116 -49.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 185 160 147 144 124 114 -49.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 185 157 144 144 121 112 -49.6 0.7 0.98 1.16 1 0.85 -1 0.235182154142141120110-49.6 0.73 1.01 1.19 1 0.85 -1 0.240178152140138118109-49.6 0.76 1.04 1.22 1 0.85 -1 0.245175150139136116108-49.6 0.79 1.07 1.25 1 0.85 -1 0.250172149138133115107-49.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 170 147 137 132 114 106 -49.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 168 146 136 130 113 105 -49.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 139 123 116 108 96 90 -49.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 178 162 147 138 125 114 -46.0 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220178157144138122111-46.0 0.7 0.9 1.08 1 0.85 -1 0.225178154141138119109-46.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 178 151 139 138 117 107 -46.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 175 149 137 135 115 106 -46.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 171 146 135 133 113 105 -46.0 0.76 1.04 1.22 1 0.85 -1 0.245168145134130112104-46.0 0.79 1.07 1.25 1 0.85 -1 0.250166143132128111103-46.0 0.81 1.09 1.27 1 0.85 -1 0.255164142131127110102-46.0 0.83 1.11 1.29 1 0.85 -1 0.260162140130125109101-46.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 134 119 112 104 92 86 -46.0 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 175 154 141 136 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1 0.225175151138136117107-44.3 0.7 0.94 1.12 1 0.85 -1 0.230175148136136115105-44.3 0.7 0.98 1.16 1 0.85 -1 0.235172146134133113104-44.3 0.73 1.01 1.19 1 0.85 -1 0.240168144133130111103-44.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 165 142 131 128 110 102 -44.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 161 139 129 125 108 100 -44.3 0.83 1.11 1.29 1 0.85 -1 0.26015913812812310799-44.3 0.85 1.13 1.31 1 0.85 -1 0.2100132117-102 90 --44.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePlank 5/16 6.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 24 20ga. Steel (33mil, fy = 33 ksi) 7.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 24 20ga. Steel (33mil, fy = 33 ksi) 24 HardiePlank 5/16 5.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 24 24 HardiePlank 5/16 20ga. Steel (33mil, fy = 33 ksi) 24 HardiePlank 5/16 8 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail HardiePlank 5/16 7.5 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 8.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1December 1, 2020Page 44 of 44 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 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 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 5/16 5.25 Kz Coefficients used in Table 6 calculations for Vult HardiePlank 0.093" shank X 0.222" HD X 2.0" long galv. Siding nail 2X4 Wood SPF Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2015/2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2015/2018 IBC Wind exposure category 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 2017/2020 FBC, 2015 IBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind nail 16 0-15 164 149 135 127 115 105 -38.8 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 164 145 132 127 112 102 -38.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 164 141 130 127 110 100 -38.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 164 139 127 127 107 99 -38.8 0.7 0.98 1.16 1 0.85 -1 0.23516013612612410697-38.8 0.73 1.01 1.19 1 0.85 -1 0.24015713412412210496-38.8 0.76 1.04 1.22 1 0.85 -1 0.24515513312312010395-38.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 152 131 122 118 102 94 -38.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 150 130 121 117 101 94 -38.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 149 129 120 115 100 93 -38.8 0.85 1.13 1.31 1 0.85 -1 0.2100123--95 ---38.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 161 146 133 125 113 103 -37.6 0.7 0.85 1.03 h≤60 1 0.85 -1 0.220161142130125110101-37.6 0.7 0.9 1.08 1 0.85 -1 0.22516113912812510899-37.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 161 136 125 125 106 97 -37.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 158 134 124 122 104 96 -37.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 155 132 122 120 103 95 -37.6 0.76 1.04 1.22 1 0.85 -1 0.24515213112111810194-37.6 0.79 1.07 1.25 1 0.85 -1 0.25015012912011610093-37.6 0.81 1.09 1.27 1 0.85 -1 0.2551481281191159992-37.6 0.83 1.11 1.29 1 0.85 -1 0.2601461271181139891-37.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 121 --94 ---37.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 141 128 117 110 99 90 -28.9 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 141 125 114 110 97 88 -28.9 0.7 0.9 1.08 1 0.85 -1 0.2251411221121109487-28.9 0.7 0.94 1.12 1 0.85 -1 0.230141119-110 93 --28.9 0.7 0.98 1.16 1 0.85 -1 0.235138118-107 91 --28.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 136 116 -105 90 --28.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 133 115 -103 89 --28.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 131 113 -102 88 --28.9 0.81 1.09 1.27 1 0.85 -1 0.255130112-101 87 --28.9 0.83 1.11 1.29 1 0.85 -1 0.260128111-99 86 --28.9 0.85 1.13 1.31 1 0.85 -1 0.2100-------28.9 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 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). 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 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested.2) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 1. Installation must be in accordance with siding manufacturer's instructions. 2. Screws shall penetrate the metal framing at least three full threads. Knurled shank pins must penetrate steel framing at least 1/4 inch. 4. Vasd = nominal design wind speed 9.25 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 24HardiePlank5/16 12 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) HardiePlank 5/16 9.5 No. 8 X 1.25" long X 0.375" head diameter ribbed wafer head screw Blind Nail 20ga. Steel (33mil, fy = 33 ksi) 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 24 24 Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20- 0730.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with CAE Engineering Reports No.:2001-10.2.1, 2001-10.2.2, 2001-10.2.3. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. EFFECTIVE DECEMBER 2019 SELECT CEDARMILL© | SMOOTH | BEADED CEDARMILL© | BEADED SMOOTH | CUSTOM COLONIAL SMOOTH® | CUSTOM COLONIAL™ ROUGHSAWN Visit jameshardiepros.com for the most recent version. HS11119 P1/4 12/19 HardiePlank® Lap 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: • HardiePlank® lap 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. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. Double Wall Construction water-resistive Figure 1 Single Wall Construction let-in bracing • Do not use HardiePlank lap siding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePlank lap 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 Characteristics 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. barrier plywood or OSB sheathing 24 in. o.c. max. INSTALLATION: JOINT TREATMENT One or more of the following joint treatment options are required by code (as referenced 2018 IRC R703.10.2) A. Joint Flashing (James Hardie recommended) B. Caulking* (Caulking is not recommended stud water- Figure 2 Nail line (If nail line is not present, place fastener between 3/4 in. & 1 in. from top of plank) water-resistive barrier for ColorPlus for aesthetic reasons as the Caulking resistive barrier Nail 3/8 in. from fastener and ColorPlus will weather differently. For the same reason, do not caulk nail heads on ColorPlus products.) C. “H” jointer cover joint flashing edge of plank Install planks in moderate contact at butt joints Leave appropriate gap between planks and trim, then caulk.* Install a 1 1/4 in. starter strip to ensure a consistent plank angle Note: Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. *Refer to Caulking section in these instructions. ¹For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com 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. HardiePlank® Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Figure 4 Horizontal Flashing Figure 5 Kickout Flashing Figure 6 Slabs, Path, Steps to Siding Figure 7 Min. 1 in. Figure 8 Min. ¼ in. Do not caulk Figure 9 Figure 10 Figure 11 Min. 1 in. Deck to Wall Z-Flashing Min. 1 in. Ground to Siding Gutter to Siding Sheltered Areas Z-Flashing Min. ¼ in. 6 in. 1 Mortar/Masonry in. 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 FASTENER REQUIREMENTS* Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). BLIND NAILING Nails - Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfast® nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.215 in. HD x 1-1/2 in. long • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). FACE NAILING Nails - Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. 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 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2 in. long) *Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 5 - Fastening Tips for HardiePlank Lap Siding. HS11119 P2/4 12/19 min 4 in. x 4 in. As required by IRC code Z-Flashing Extend shingles at least 1 in. out from the fascia when gutters are present L-Flashing Z- Flashing Min. ¼ in. HardiePlank® Lap Siding SNUG FLUSH DO NOT DO NOT DO NOT USE UNDER DRIVE IF, THEN OVER SLANT DRIVE IF, THEN ADDITIONAL NAIL FACE NAIL AL ALUMINUM FASTENERS HAMMER FLUSH COUNTERSINK & FILL STAPLES FASTENER REQUIREMENTS continued Figure 15 Figure 16 Stud 24” O.C. max Stud 24” O.C. max Nail Line Blind Nail Minimum overlap for Both Face and Blind Nailing min. 1 1/4 in. overlap Joint Flashing 3/4”-1” Face Nail 1 1/4” min. Overlap 1 1/4” min. Overlap Water Resistive Barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. Water Resistive Barrier Pin-backed corners may be done for aesthetic purposes only. Finish nails are recommended for pin-backs. Headed siding nails are allowed. Place pin-backs no closer than 1 in. from plank ends and 3/4 in. from plank edge into min. 3/8 in. wood structural panel. Pin-backs are not a substitute for blind or face nailing. 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. 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 preserva- tive-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, HardiePlank 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. 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 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). DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Factory-primed James Hardie products must be painted within 180 days of installation. 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. HS11119 P3/4 12/19 REMOVE & REPLACE CLIPPED HEAD NAILS STEEL FRAME WOOD FRAME HardiePlank® Lap Siding COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new 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. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK® LAP SIDING WIDTH SQ (1 SQ = 100 sq.ft.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 5 1/4 4 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 6 1/4 5 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 7 1/4 6 17 33 50 67 83 100 117 133 150 167 183 200 217 233 250 267 283 300 317 333 7 1/2 6 1/4 16 32 48 64 80 96 112 128 144 160 176 192 208 224 240 256 272 288 304 320 8 6 3/4 15 30 44 59 74 89 104 119 133 148 163 178 193 207 222 237 252 267 281 296 8 1/4 7 14 29 43 57 71 86 100 114 129 143 157 171 186 200 214 229 243 257 271 286 9 1/4 8 13 25 38 50 63 75 88 100 113 125 138 150 163 175 188 200 213 225 238 250 9 1/2 8 1/4 13 25 38 50 63 75 88 100 113 125 138 150 163 175 188 200 213 225 238 250 12 10 3/4 9 19 28 37 47 56 65 74 84 93 102 112 121 130 140 149 158 167 177 186 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. HS11119 P4/4 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: I In accordance with ICC-ES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One and Two-Family Dwellings, and the 2006, 2009, 2012 & 2015 International Building Code. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida Product Approval FL#13192, 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. © 2018 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 PPRI21-0002