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271 BELVEDERE ST RES22-0226 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: HITE JEFFREY A 1055 EAST COAST DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Built by Fletch 513 NAUTICAL BLVD N ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170503 0000 SALTAIR SEC 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 271 BELVEDERE ST RESIDENTIAL SIDING HARDIE LAP SIDING ON NORTH SIDE $11000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $110.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.23 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.15 TOTAL: $220.38 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 8/26/2022 PERMIT NUMBER RES22-0226 ISSUED: 8/26/2022 EXPIRES: 2/22/2023 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 8/26/2022 PERMIT NUMBER RES22-0226 ISSUED: 8/26/2022 EXPIRES: 2/22/2023 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 0;119%- IS REQUIRED.Phone: (904) 247-5826 Email: Building-Dept@coab.us Z 91 Se Iv Z-2-- CDD-Z Job Address:re Si','•', 'c.vt L I Ic,h FL Permit Number: N,(Z 1. 4 4s6 Legal Description 10-`S n-- 2.S -- Z 9 rJ 5 Fth,f S(.4.. 1 Zv# 5 1 RE# I '} Os 0 3 0 0 o O Valuation of Work(Replacement Cost)$ I I GOO Heated/Cooled SF +/' Non-Heated/Cooled Class of Work: New Addition *Iteration Repair Move Demo Pool Window/Door Use of existing/proposed structure(s): Commercial XResidential If an existing structure, is a fire sprinkler system installed?: Yes 51,,No Will tree(s)be removed in association with proposed project? Yes(must submit separate Tree Removal Permit) kNo Describe in detail the type of work to be performed: 1.10e, 6,1 -Fe - 4.4 1-11 z. 64,r4k 3.C. 0-r- tit- 1i $`S s;3,"1 w. II bi rc el-ced frJ i1, h..Ctli-c Ckp sic) vii t cin tx5 Florida Product Approval# i 31 2, 2 for multiple products use product approval form Property Owner Information Name 'SeAddress Z1-i R.614e...4 Lre 5f' City 130x State FL Zip 3Z2-3'-z, Phone cWe/ - ( 12 E-Mail •-fri1,(ilS c( a01 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information fl<-{z-l. 13. I Butt-r 6,1 Ft e-+c k Name of Company 'P1 L 3-i/1ti r ,,1 0( rS Qualifying Agent (r w1.+ iI e1-0-ver Address CI 3 fU V t cam(,- +3l ,i( City N_„44ftate rL Zip 3. Z 2 33 Office Phone 40 $- W5 "3't Z Job Site Contact Number s z 3 State Certification/Registration#1 L 12L1,733(T E-Mail 9ret t t 0 /{L- 1etQ r i Architect Name&Phone# Engineer's Name&Phone#_ Workers Compensation Insure' . . __ •••• 3 OR Exempt,3Expiration Date. s Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation nas commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER0 AN ATTORNEY BEFORE RECORDI G YjPFICE OF COMMENCEMENT. nature of Owner or Agent)Signature of Contractor) Signed and sworn to(or affirmed)before me this pi day of Signed and sworn to(or affirmed)before me th•is f' day of o?o).2Z ,by J ecc t4 i alt 20,42,by Ft c:' Signature of Notary) Sig ature of Notary) Notary Public State of FloridaPersonallyKnownORJeniferAMotes NI4rsonally Known OR Notary Public State of FloridaMyCommissionProducedIdentificationJeniferAMotesProducedIdentificati. fill HH i83o51 Type of Identification: Ex•.10/20/2025 My CommissionTypeofIdentification: 11111 Exp.10/20/2025 By Mike Jones at 9:08 am, Aug 15, 2022 REVIEWED FOR CODE COMPLIANCE NOTICE OF COMMENCEMENT State of 'FL Tax Folio No. County of pWG, To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: I D- 1 ' LS -- 2_49.1 Sot 1+r\ t / s LrT 45 , N i / Z Lrsr 45® c11.. rAddressofpropertybeingimproved: 2.41 Bj Ge1Ve 5+( t7T tti P LL 22Sj General description of improvements: 'nb )1;,.,g int' .J h`.fzi 4'c I cy S‘ d.4 0" 4(00 4% P4- port do /lath Sc jC- of o•sc J Owner: Teff tf Address: Owner's interest in site of the improvement: I OQ Fee Simple Titleholder(if other than owner): NA Name: Contractor: &r,n f Address: si3 N + $ RI..J /U A 6 32233 Telephone No.: got-I- L/65-3123 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Doc#" " 06775,OR PK 2(1801 Page 787 • o2Signed: Date: ' Number Pages:1 Before me thi 811 day of Au a34-,10,22, in the County of Duval,StateRecorded08/09/2022 09:16 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL Of Florida,has personally appeared 3c.P V}i4-G COUNTY Notary Public at Large,State of Florida,County of Duval. RECORDING $10.00 My commission expire5: o . 2 O. ? O Personally Known: Notary Public State of FI fde Produced Identification: Jenner A Motes 1111"1" HH 183051 EiXp.10/20i2025 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. By Toni Gindlesperger at 1:28 pm, Aug 25, 2022 By Mike Jones at 4:58 pm, Aug 25, 2022 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 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020 Page 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 studs space 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 By Toni Gindlesperger at 1:31 pm, Aug 25, 2022 By Mike Jones at 5:00 pm, Aug 25, 2022 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.1 December 1, 2020 Page 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 56.0 0.694 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 = 1.6 4. 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 -58.70 8 16 0.7500 -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, 2020 Page 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 -48.06 7.5 24 1.0417 -46.13 -48.06 8 24 1.1250 -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 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 = -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 -16.59 8 16 0.7500 -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 psf Effective 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 -19.44 9.25 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, 2020 Page 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-1035-88 Design 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 -45.96 8.25 16 0.7778 -66.47 -51.70 24 1.1667 -44.31 9.25 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 -25.56 7.25 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 -15.49 12 16 1.1944 -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 -41.80 8 16 0.7500 -58.06 -43.54 24 1.1250 -38.70 8.25 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, 2020 Page 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 -42.60 6.25 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 -25.24 8.25 16 0.7778 -36.51 -28.4 24 1.1667 -24.34 9.25 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 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 = -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 -34.86 8.25 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 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 = -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 -60.81 7.5 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 -44.22 12 16 1.1944 -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, 2020 Page 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 -92.09 7.25 16 0.6667 -115.11 -76.74 24 1.0000 -76.74 7.5 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 -55.81 12 16 1.1944 -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 -78.71 7.25 16 0.6667 -98.39 -65.59 24 1.0000 -65.59 7.5 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 -49.19 9.5 16 0.9167 -71.56 -65.59 24 1.3750 -47.70 12 16 1.1944 -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 -51.33 7.25 16 0.6667 -64.17 -42.78 24 1.0000 -42.78 7.5 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 -32.08 9.5 16 0.9167 -46.67 -42.78 24 1.3750 -31.11 12 16 1.1944 -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, 2020 Page 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 -51.60 7.25 16 0.6667 -64.50 -43.00 24 1.0000 -43.00 7.5 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 -31.27 12 16 1.1944 -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 D 2018 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, 2020 Page 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 GCpi 0-15 0.57 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 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 0.18 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)B B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Wind Speed (3- second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)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 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 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, 2020 Page 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 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 178 152 140 138 117 108 -47.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 175 149 138 135 116 107 -47.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 172 148 137 133 114 106 -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 0.2 100 137 121 114 106 94 88 -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 0.2 20 163 144 131 126 111 102 -38.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 163 141 129 126 109 100 -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 0.2 45 154 132 122 119 102 95 -38.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 151 131 121 117 101 94 -38.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 150 129 120 116 100 93 -38.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 148 128 119 115 99 92 -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 0.2 25 149 128 118 115 99 91 -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 0.2 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 0.2 55 137 118 -106 91 --31.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 135 117 -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 0-15 146 132 120 113 102 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 0.2 35 143 121 112 111 94 87 -30.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 140 120 110 108 93 86 -30.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 138 118 -107 92 --30.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 135 117 -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 0.2 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 0.2 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 0.2 45 132 114 -103 88 --28.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 130 112 -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 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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 135 115 -104 89 --27.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 132 113 -102 88 --27.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 130 112 -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 0.2 100 -------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 0.2 20 129 114 -100 88 --24.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 129 111 -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 0.2 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 0.2 55 118 --92 ---24.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 117 --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 0.2 25 127 --98 ---23.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 127 --98 ---23.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 124 --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 0.2 55 116 --90 ---23.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 115 --89 ---23.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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 0.2 35 -------17.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 -------17.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 -------17.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 -------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 0.2 20 149 131 120 115 102 93 -31.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 149 128 118 115 99 91 -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 0.2 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 0.2 55 137 118 -106 91 --31.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 135 117 -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 0.2 25 133 115 -103 89 --25.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 133 112 -103 87 --25.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 130 111 -101 86 --25.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 128 --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 0.2 60 121 --94 ---25.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 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 0.2 45 115 --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 0.2 100 -------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 0.2 20 119 --92 ---20.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 119 --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 0.2 45 112 --87 ---20.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 111 --86 ---20.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 -------20.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------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 0.2 25 114 --89 ---18.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 114 --89 ---18.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 112 --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 0.2 55 -------18.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------18.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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 0.2 35 110 --85 ---18.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 -------18.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 -------18.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 -------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 0.2 20 260 230 210 202 178 162 -98.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 260 225 206 202 174 160 -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 0.2 45 246 211 195 191 164 151 -98.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 242 209 193 188 162 150 -98.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 239 207 192 185 160 149 -98.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 236 205 190 183 159 147 -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 0.2 25 233 201 184 180 156 143 -78.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 233 197 181 180 153 140 -78.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 228 194 179 177 150 138 -78.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 224 191 176 173 148 137 -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 0.2 60 211 183 170 164 142 132 -78.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 175 155 146 136 120 113 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 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 0.2 45 201 172 159 156 134 124 -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 0.2 100 160 142 133 124 110 103 -65.3 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 208 189 172 161 146 133 -62.7 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 208 184 168 161 142 130 -62.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 208 180 165 161 139 128 -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 0.2 45 197 169 156 152 131 121 -62.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 194 167 155 150 129 120 -62.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 191 165 154 148 128 119 -62.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 189 164 152 146 127 118 -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 0.2 25 201 173 159 155 134 123 -58.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 201 169 156 155 131 121 -58.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 196 167 154 152 129 119 -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 0.2 55 184 159 148 143 123 114 -58.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 182 158 147 141 122 114 -58.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 151 134 125 117 103 97 -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 0.2 35 193 164 151 149 127 117 -56.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 189 162 149 146 125 116 -56.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 186 160 148 144 124 114 -56.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 183 158 146 142 122 113 -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 0.2 20 184 162 148 143 126 115 -49.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 184 159 146 143 123 113 -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 0.2 45 174 149 138 135 116 107 -49.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 171 148 137 133 114 106 -49.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 169 146 136 131 113 105 -49.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 167 145 135 129 112 104 -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 0.2 25 181 157 143 140 121 111 -47.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 181 153 141 140 119 109 -47.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 178 151 139 138 117 108 -47.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 174 149 137 135 115 106 -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 0.2 60 165 143 133 127 111 103 -47.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 136 121 113 106 94 88 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 156 132 122 121 102 94 -36.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 152 130 120 118 101 93 -36.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 150 129 119 116 100 92 -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 0.2 100 119 --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 0.2 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 0.2 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 0.2 45 201 172 159 156 134 124 -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 0.2 100 160 142 133 124 110 103 -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 0.2 25 190 164 150 147 127 116 -52.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 190 161 148 147 125 114 -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 0.2 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 0.2 55 175 151 140 135 117 109 -52.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 173 150 139 134 116 108 -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 0-15 174 158 143 135 122 111 -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 0.2 35 170 145 133 132 112 103 -43.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 167 142 132 129 110 102 -43.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 164 141 130 127 109 101 -43.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 161 139 129 125 108 100 -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 0.2 20 170 150 137 132 116 106 -41.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 170 147 135 132 114 104 -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 0.2 45 161 138 128 124 107 99 -41.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 158 136 126 123 106 98 -41.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 156 135 125 121 105 97 -41.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 154 134 124 120 104 96 -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 0.2 25 164 141 129 127 109 100 -38.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 164 138 127 127 107 99 -38.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 160 136 126 124 106 97 -38.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 157 134 124 122 104 96 -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 0.2 60 149 129 120 115 100 93 -38.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 123 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 157 134 123 122 104 96 -37.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 154 132 122 120 102 94 -37.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 152 130 121 118 101 93 -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 0.2 100 121 --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 0.2 20 150 133 121 116 103 94 -32.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 150 130 119 116 100 92 -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 0.2 45 142 122 113 110 94 87 -32.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 140 120 112 108 93 86 -32.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 138 119 111 107 92 86 -32.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 136 118 -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 0.2 25 148 128 117 115 99 91 -31.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 148 125 115 115 97 89 -31.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 145 123 114 112 95 88 -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 0.2 55 136 118 -105 91 --31.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 134 117 -104 90 --31.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 111 --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 0.2 35 127 --98 ---24.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 125 --96 ---24.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 123 --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 0.2 100 -------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 0.2 20 210 186 169 163 144 131 -63.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 210 182 166 163 141 129 -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 0.2 45 199 171 158 154 132 122 -63.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 196 169 156 151 131 121 -63.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 193 167 155 150 129 120 -63.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 191 166 154 148 128 119 -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 0.2 25 188 162 149 146 126 115 -51.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 188 159 146 146 123 113 -51.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 184 157 144 143 121 112 -51.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 181 154 143 140 120 110 -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 0.2 60 171 148 138 132 115 107 -51.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 141 125 118 109 97 91 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 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 0.2 45 162 139 129 126 108 100 -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 0.2 100 129 114 -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 0.2 20 168 148 135 130 115 105 -40.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 168 145 133 130 112 103 -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 0.2 45 159 136 126 123 106 98 -40.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 156 135 125 121 104 97 -40.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 155 134 124 120 104 96 -40.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 153 132 123 118 103 95 -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 0.2 25 162 140 128 125 108 99 -37.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 162 137 126 125 106 97 -37.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 159 135 124 123 104 96 -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 0.2 55 149 129 119 115 100 92 -37.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 147 127 118 114 99 92 -37.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 122 --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 0.2 35 156 132 122 121 103 94 -36.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 153 130 120 118 101 93 -36.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 150 129 119 116 100 92 -36.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 148 127 118 115 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 0.2 100 119 --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 0.2 20 149 131 120 115 102 93 -31.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 149 128 118 115 99 91 -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 0.2 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 0.2 55 137 118 -106 91 --31.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 135 117 -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 0.2 25 146 126 116 113 98 90 -31.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 146 124 114 113 96 88 -31.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 143 122 112 111 94 87 -31.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 141 120 111 109 93 86 -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 0.2 60 133 115 -103 89 --31.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 110 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 126 --97 ---23.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 123 --95 ---23.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 121 --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 0.2 100 -------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 0.2 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 0.2 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 0.2 45 162 139 129 126 108 100 -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 0.2 100 129 114 -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 0.2 25 154 133 121 119 103 94 -34.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 154 130 119 119 101 92 -34.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 150 128 118 117 99 91 -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 0.2 55 141 122 113 109 94 88 -34.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 139 121 112 108 94 87 -34.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 115 --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 0.2 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 0.2 45 132 114 -103 88 --28.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 130 112 -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 0.2 20 137 121 111 106 94 86 -27.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 137 119 -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 0.2 45 130 111 -101 86 --27.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 128 110 -99 85 --27.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 126 --98 ---27.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 125 --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 0.2 25 132 114 -102 88 --25.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 132 112 -102 87 --25.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 129 110 -100 85 --25.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 127 --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 0.2 60 120 --93 ---25.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 127 --98 ---24.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 125 --97 ---24.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 123 --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 0.2 100 -------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 0.2 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 0.2 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 0.2 45 115 --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 0.2 100 -------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 0.2 25 120 --93 ---20.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 120 --93 ---20.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 117 --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 0.2 55 -------20.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------20.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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 0.2 35 242 206 190 188 159 147 -88.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 237 203 187 184 157 145 -88.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 233 200 185 181 155 144 -88.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 230 198 184 178 153 142 -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 0.2 20 221 195 178 171 151 138 -70.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 221 191 175 171 148 135 -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 0.2 45 209 179 166 162 139 128 -70.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 206 177 164 159 137 127 -70.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 203 176 163 157 136 126 -70.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 201 174 162 155 135 125 -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 0.2 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 0.2 35 198 168 155 153 130 120 -58.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 194 166 153 150 128 118 -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 0.2 60 183 159 148 142 123 114 -58.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 152 134 126 117 104 98 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 194 165 152 150 128 117 -56.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 190 162 150 147 126 116 -56.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 187 160 148 145 124 115 -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 0.2 100 149 132 124 115 102 96 -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 0.2 20 190 168 153 147 130 119 -52.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 190 164 150 147 127 117 -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 0.2 45 180 154 143 139 120 111 -52.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 177 153 141 137 118 109 -52.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 175 151 140 135 117 109 -52.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 173 150 139 134 116 108 -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 0.2 25 187 161 148 145 125 114 -50.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 187 158 145 145 122 112 -50.4 0.7 0.98 1.16 1 0.85 -1 0.2 35 183 156 143 142 121 111 -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 0.2 55 172 148 138 133 115 107 -50.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 170 147 137 131 114 106 -50.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 140 124 117 109 96 90 -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 0.2 35 171 146 134 133 113 104 -44.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 168 143 132 130 111 103 -44.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 165 142 131 128 110 102 -44.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 162 140 130 126 109 101 -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 0.2 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 30 172 145 134 133 113 104 -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 0.2 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 0.2 55 158 137 127 122 106 98 -42.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 156 135 126 121 105 97 -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 0.2 25 151 130 119 117 101 92 -32.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 151 127 117 117 99 91 -32.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 148 126 116 114 97 90 -32.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 145 124 114 112 96 88 -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 0.2 60 137 119 110 106 92 85 -32.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 113 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 198 168 155 153 130 120 -58.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 194 166 153 150 128 118 -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 0.2 60 183 159 148 142 123 114 -58.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 152 134 126 117 104 98 -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 0.2 20 181 159 145 140 123 113 -47.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 181 156 143 140 121 111 -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 0.2 45 170 146 135 132 113 105 -47.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 168 145 134 130 112 104 -47.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 166 143 133 128 111 103 -47.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 164 142 132 127 110 102 -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 0.2 25 165 142 130 128 110 101 -39.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 165 139 128 128 108 99 -39.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 161 137 126 125 106 98 -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 0.2 55 151 131 121 117 101 94 -39.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 150 130 120 116 100 93 -39.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 124 --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 0.2 35 158 134 124 122 104 96 -37.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 155 132 122 120 103 95 -37.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 152 131 121 118 101 94 -37.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 150 129 120 116 100 93 -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 0.2 20 155 137 125 120 106 97 -34.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 155 134 123 120 104 95 -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 0.2 45 147 126 117 114 98 90 -34.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 144 125 115 112 96 89 -34.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 143 123 114 111 96 89 -34.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 141 122 114 109 95 88 -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 0.2 25 153 132 121 118 102 93 -33.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 153 129 119 118 100 92 -33.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 149 127 117 116 98 91 -33.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 146 125 116 113 97 90 -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 0.2 60 138 120 112 107 93 86 -33.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 115 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 140 119 -108 92 --29.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 137 117 -106 91 --29.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 135 116 -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 0.2 100 -------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 0.2 20 141 124 113 109 96 88 -28.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 141 121 111 109 94 86 -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 0.2 45 133 114 -103 88 --28.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 131 113 -101 87 --28.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 129 112 -100 86 --28.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 128 111 -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 0.2 25 123 --95 ---21.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 123 --95 ---21.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 121 --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 0.2 55 113 --88 ---21.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 112 --87 ---21.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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 0.2 35 301 256 236 233 198 183 -136.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 295 253 233 229 196 181 -136.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 291 250 231 225 193 179 -136.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 286 247 229 222 191 177 -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 0.2 20 275 243 222 213 188 172 -109.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 275 238 218 213 184 169 -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 0.2 45 260 223 206 201 173 160 -109.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 256 221 204 198 171 158 -109.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 253 219 203 196 169 157 -109.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 250 217 201 194 168 156 -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 0.2 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 0.2 35 246 209 193 191 162 149 -91.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 241 206 190 187 160 147 -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 0.2 60 228 198 184 177 153 142 -91.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 189 167 157 146 130 122 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 241 205 189 187 159 146 -87.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 236 202 187 183 156 144 -87.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 233 200 185 180 155 143 -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 0.2 100 185 164 154 143 127 119 -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 0.2 20 237 209 191 184 162 148 -81.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 237 204 187 184 158 145 -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 0.2 45 224 192 178 173 149 138 -81.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 220 190 176 171 147 136 -81.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 218 188 175 169 146 135 -81.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 215 186 173 167 144 134 -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 0.2 25 233 201 184 180 156 142 -78.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 233 197 181 180 152 140 -78.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 228 194 178 176 150 138 -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 0.2 55 214 185 171 166 143 133 -78.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 211 183 170 164 142 132 -78.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 175 155 145 135 120 113 -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 0.2 35 213 181 167 165 140 129 -68.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 209 179 165 162 138 128 -68.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 206 176 163 159 137 126 -68.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 202 174 162 157 135 125 -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 0.2 20 214 189 173 166 146 134 -66.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 214 185 169 166 143 131 -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 0.2 45 202 174 161 157 135 124 -66.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 199 172 159 154 133 123 -66.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 197 170 158 152 132 122 -66.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 195 169 157 151 131 121 -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 0.2 25 188 162 148 145 126 115 -50.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 188 159 146 145 123 113 -50.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 184 156 144 142 121 112 -50.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 180 154 142 140 119 110 -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 0.2 60 170 148 137 132 114 106 -50.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 141 125 117 109 97 91 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 246 209 193 191 162 149 -91.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 241 206 190 187 160 147 -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 0.2 60 228 198 184 177 153 142 -91.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 189 167 157 146 130 122 -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 0.2 20 225 198 181 174 154 140 -73.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 225 194 178 174 150 138 -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 0.2 45 212 182 169 164 141 131 -73.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 209 180 167 162 140 129 -73.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 206 179 166 160 138 128 -73.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 204 177 164 158 137 127 -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 0.2 25 205 177 162 159 137 126 -60.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 205 173 159 159 134 123 -60.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 201 171 157 156 132 122 -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 0.2 55 188 163 151 146 126 117 -60.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 186 162 150 144 125 116 -60.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 154 137 128 119 106 99 -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 0.2 35 197 167 154 153 130 119 -58.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 193 165 152 149 128 118 -58.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 190 163 151 147 126 117 -58.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 187 161 149 145 125 116 -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 0.2 20 193 171 156 150 132 121 -54.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 193 167 153 150 129 118 -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 0.2 45 183 157 145 142 121 112 -54.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 180 155 144 139 120 111 -54.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 178 154 143 138 119 110 -54.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 176 152 141 136 118 110 -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 0.2 25 190 164 150 147 127 116 -52.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 190 161 148 147 124 114 -52.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 186 158 146 144 123 113 -52.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 182 156 144 141 121 111 -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 0.2 60 172 150 139 134 116 108 -52.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 143 126 119 111 98 92 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 174 148 136 135 115 106 -45.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 171 146 135 132 113 104 -45.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 168 144 133 130 112 103 -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 0.2 100 133 118 111 103 92 86 -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 0.2 20 175 154 141 136 120 109 -44.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 175 151 138 136 117 107 -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 0.2 45 165 142 131 128 110 102 -44.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 163 140 130 126 109 101 -44.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 161 139 129 124 108 100 -44.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 159 138 128 123 107 99 -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 0.2 25 153 132 121 119 102 94 -33.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 153 130 119 119 100 92 -33.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 150 128 118 116 99 91 -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 0.2 55 141 122 113 109 94 87 -33.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 139 121 112 108 93 87 -33.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 115 --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 0.2 20 346 305 278 268 236 216 -172.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 346 298 273 268 231 212 -172.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 346 292 269 268 226 208 -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 0.2 50 321 277 257 249 215 199 -172.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 318 275 255 246 213 197 -172.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 314 272 253 243 211 196 -172.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 260 230 216 201 178 167 -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 0.2 20 309 273 249 240 211 193 -138.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 309 267 245 240 207 189 -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 0.2 45 292 251 232 226 194 180 -138.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 288 248 230 223 192 178 -138.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 284 246 228 220 190 176 -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 0.2 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 0.2 50 262 226 210 203 175 162 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 20 277 244 223 214 189 173 -110.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 277 239 219 214 185 169 -110.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 277 234 215 214 181 166 -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 0.2 50 257 222 205 199 172 159 -110.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 254 220 204 197 170 158 -110.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 251 218 202 194 169 157 -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 0.2 20 266 235 214 206 182 166 -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 0.2 40 255 218 202 198 169 156 -102.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 251 216 200 195 167 155 -102.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 247 213 198 192 165 153 -102.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 244 211 196 189 164 152 -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 0.2 35 256 218 200 198 169 155 -98.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 251 214 198 194 166 153 -98.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 247 212 196 191 164 152 -98.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 243 209 194 188 162 150 -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 0.2 30 245 207 190 189 160 147 -86.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 239 204 188 185 158 145 -86.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 235 201 185 182 155 143 -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 0.2 60 222 192 179 172 149 138 -86.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 184 163 153 142 126 118 -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 0.2 20 241 212 194 187 164 150 -83.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 241 208 190 187 161 147 -83.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 241 203 187 187 158 145 -83.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 236 200 185 183 155 143 -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 0.2 55 221 191 177 171 148 137 -83.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 219 190 176 169 147 136 -83.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 181 160 150 140 124 117 -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 0.2 20 211 186 170 163 144 132 -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 0.2 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 0.2 50 196 169 157 152 131 121 -64.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 194 168 155 150 130 120 -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 0.2 100 158 140 132 123 109 102 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 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 0.2 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 0.2 50 262 226 210 203 175 162 -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 0-15 253 229 208 196 178 161 -92.1 0.7 0.85 1.03 h≤60 1 0.85 -1 0.2 20 253 223 203 196 173 157 -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 0.2 40 242 207 191 188 160 148 -92.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 238 205 189 185 159 147 -92.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 235 202 187 182 157 145 -92.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 232 201 186 180 155 144 -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 0.2 35 226 192 177 175 149 137 -76.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 221 189 175 171 147 135 -76.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 218 187 173 169 145 134 -76.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 214 185 171 166 143 133 -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 0.2 30 226 191 175 175 148 136 -73.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 221 188 173 171 146 134 -73.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 217 185 171 168 144 133 -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 0.2 60 205 178 165 159 138 128 -73.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 170 150 141 131 116 109 -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 0.2 20 217 192 175 168 148 136 -68.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 217 188 172 168 145 133 -68.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 217 184 169 168 142 131 -68.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 213 181 167 165 140 129 -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 0.2 55 200 173 160 155 134 124 -68.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 197 171 159 153 133 123 -68.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 163 145 136 126 112 105 -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 0.2 20 213 188 172 165 146 133 -65.8 0.7 0.9 1.08 1 0.85 -1 0.2 25 213 184 169 165 143 131 -65.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 213 180 166 165 140 128 -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 0.2 50 198 171 158 154 132 123 -65.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 196 169 157 152 131 122 -65.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 194 168 156 150 130 121 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 20 200 176 161 155 136 125 -57.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 200 172 158 155 133 122 -57.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 200 169 155 155 131 120 -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 0.2 50 186 160 148 144 124 115 -57.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 183 159 147 142 123 114 -57.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 181 157 146 140 122 113 -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 0.2 20 197 173 158 152 134 123 -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 0.2 40 189 161 149 146 125 115 -55.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 186 159 147 144 123 114 -55.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 183 158 146 142 122 113 -55.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 181 156 145 140 121 112 -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 0.2 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 0.2 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 0.2 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 0.2 30 320 270 248 248 209 192 -147.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 313 266 245 242 206 190 -147.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 307 262 242 238 203 188 -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 0.2 60 290 252 234 225 195 181 -147.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 240 213 200 186 165 155 -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 0.2 20 286 252 230 221 195 178 -118.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 286 247 226 221 191 175 -118.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 286 242 222 221 187 172 -118.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 280 238 219 217 184 170 -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 0.2 55 263 227 211 203 176 163 -118.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 259 225 209 201 174 162 -118.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 215 190 179 166 147 138 -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 0.2 20 261 230 210 202 178 163 -98.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 261 225 206 202 174 160 -98.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 261 221 203 202 171 157 -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 0.2 50 243 209 194 188 162 150 -98.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 240 207 192 186 161 149 -98.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 237 205 191 183 159 148 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 20 256 226 206 198 175 159 -94.5 0.7 0.9 1.08 1 0.85 -1 0.2 25 256 221 202 198 171 157 -94.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 256 216 199 198 167 154 -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 0.2 50 238 205 190 184 159 147 -94.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 235 203 188 182 157 146 -94.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 232 201 187 180 156 145 -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 0.2 20 246 217 198 191 168 153 -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 0.2 40 236 202 186 183 156 144 -87.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 232 200 185 180 155 143 -87.5 0.79 1.07 1.25 1 0.85 -1 0.2 50 229 197 183 177 153 142 -87.5 0.81 1.09 1.27 1 0.85 -1 0.2 55 226 195 181 175 151 140 -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 0.2 35 237 201 185 183 156 144 -84.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 232 198 183 180 154 142 -84.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 228 196 181 177 152 140 -84.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 225 194 179 174 150 139 -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 0.2 30 226 191 176 175 148 136 -73.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 221 188 173 171 146 134 -73.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 217 185 171 168 144 133 -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 0.2 60 205 178 165 159 138 128 -73.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 170 151 141 132 117 109 -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 0.2 20 223 196 179 172 152 139 -71.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 223 192 176 172 149 136 -71.6 0.7 0.94 1.12 1 0.85 -1 0.2 30 223 188 173 172 146 134 -71.6 0.7 0.98 1.16 1 0.85 -1 0.2 35 218 185 171 169 144 132 -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 0.2 55 204 177 164 158 137 127 -71.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 202 175 163 156 136 126 -71.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 167 148 139 130 115 108 -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 0.2 20 195 172 157 151 133 122 -54.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 195 168 154 151 130 119 -54.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 195 165 151 151 128 117 -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 0.2 50 181 156 145 140 121 112 -54.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 179 155 144 139 120 111 -54.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 177 153 143 137 119 110 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 20 261 230 210 202 178 163 -98.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 261 225 206 202 174 160 -98.4 0.7 0.94 1.12 1 0.85 -1 0.2 30 261 221 203 202 171 157 -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 0.2 50 243 209 194 188 162 150 -98.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 240 207 192 186 161 149 -98.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 237 205 191 183 159 148 -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 0.2 20 233 206 188 181 159 146 -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 0.2 40 224 192 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 220 189 175 171 147 136 -78.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 217 187 173 168 145 134 -78.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 214 185 172 166 144 133 -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 0.2 35 209 177 163 162 137 127 -65.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 205 175 161 158 135 125 -65.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 201 173 160 156 134 124 -65.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 198 171 158 153 132 123 -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 0.2 30 209 176 162 162 137 126 -63.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 204 174 160 158 135 124 -63.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 200 171 158 155 133 123 -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 0.2 60 190 164 153 147 127 118 -63.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 157 139 131 122 108 101 -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 0.2 20 201 177 162 156 137 125 -58.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 201 173 159 156 134 123 -58.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 201 170 156 156 132 121 -58.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 197 167 154 152 130 119 -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 0.2 55 185 160 148 143 124 115 -58.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 182 158 147 141 123 114 -58.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 151 134 126 117 104 97 -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 0.2 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 197 167 153 153 129 119 -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 0.2 50 183 158 146 142 122 113 -56.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 181 157 145 140 121 113 -56.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 179 155 144 139 120 112 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 20 185 163 149 143 126 115 -49.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 185 159 146 143 123 113 -49.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 185 156 143 143 121 111 -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 0.2 50 172 148 137 133 115 106 -49.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 169 147 136 131 114 105 -49.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 167 145 135 130 113 105 -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 0.2 20 182 160 146 141 124 113 -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 0.2 40 174 149 138 135 116 107 -47.7 0.76 1.04 1.22 1 0.85 -1 0.2 45 172 147 136 133 114 106 -47.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 169 146 135 131 113 105 -47.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 167 144 134 129 112 104 -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 0.2 35 156 133 122 121 103 95 -36.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 153 131 121 118 101 93 -36.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 150 129 119 116 100 92 -36.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 148 128 118 115 99 92 -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 0.2 30 258 218 201 200 169 155 -96.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 253 215 198 196 166 153 -96.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 248 212 196 192 164 151 -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 0.2 60 234 203 189 181 157 146 -96.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 194 172 161 150 133 125 -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 0.2 20 231 204 186 179 158 144 -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 0.2 40 222 189 175 172 147 135 -77.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 218 187 173 169 145 134 -77.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 215 185 171 166 143 133 -77.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 212 183 170 164 142 132 -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 0.2 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 0.2 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 0.2 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 0.2 100 158 140 132 123 109 102 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 202 172 158 157 133 123 -61.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 198 169 156 154 131 121 -61.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 195 167 155 151 130 120 -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 0.2 100 155 138 129 120 107 100 -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 0.2 20 199 175 160 154 136 124 -57.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 199 172 157 154 133 122 -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 0.2 45 188 161 149 145 125 115 -57.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 185 159 148 143 123 114 -57.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 183 158 146 141 122 113 -57.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 180 156 145 140 121 113 -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 0.2 25 195 168 154 151 130 120 -55.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 195 165 152 151 128 117 -55.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 191 162 150 148 126 116 -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 0.2 55 179 155 144 139 120 111 -55.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 177 154 143 137 119 111 -55.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 147 130 122 114 101 94 -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 0.2 35 179 152 140 138 118 108 -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 45 172 148 137 134 115 106 -48.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 170 146 136 131 113 105 -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 0.2 20 180 159 145 139 123 112 -46.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 180 155 142 139 120 110 -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 0.2 45 170 146 135 132 113 104 -46.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 167 144 133 129 112 103 -46.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 165 143 132 128 111 103 -46.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 163 141 131 126 110 102 -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 0.2 25 157 136 124 122 105 96 -35.8 0.7 0.94 1.12 1 0.85 -1 0.2 30 157 133 122 122 103 95 -35.8 0.7 0.98 1.16 1 0.85 -1 0.2 35 154 131 121 119 102 94 -35.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 151 129 119 117 100 92 -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 0.2 60 143 124 115 111 96 89 -35.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 118 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 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 0.2 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 0.2 100 158 140 132 123 109 102 -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 0.2 20 189 166 152 146 129 118 -51.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 189 163 149 146 126 115 -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 0.2 45 178 153 141 138 118 110 -51.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 175 151 140 136 117 108 -51.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 173 150 139 134 116 108 -51.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 171 148 138 133 115 107 -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 0.2 25 172 149 136 133 115 105 -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 0.2 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 0.2 55 158 137 127 122 106 98 -42.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 156 135 126 121 105 97 -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 0-15 169 153 139 131 119 108 -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 0.2 35 165 140 129 128 109 100 -41.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 162 138 128 125 107 99 -41.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 159 137 126 123 106 98 -41.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 157 135 125 121 105 97 -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 0.2 20 162 143 131 126 111 101 -38.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 162 140 128 126 108 99 -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 0.2 45 153 132 122 119 102 94 -38.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 151 130 120 117 101 93 -38.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 149 129 120 115 100 93 -38.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 147 128 119 114 99 92 -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 0.2 25 159 138 126 123 107 98 -36.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 159 135 124 123 104 96 -36.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 156 133 122 121 103 95 -36.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 153 131 121 118 101 94 -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 0.2 60 145 125 116 112 97 90 -36.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 120 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 146 124 114 113 96 89 -32.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 143 122 113 111 95 87 -32.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 141 121 112 109 94 87 -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 0.2 100 112 --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 0.2 20 147 129 118 114 100 92 -31.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 147 127 116 114 98 90 -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 0.2 45 139 119 110 107 92 85 -31.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 136 118 -106 91 --31.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 135 117 -104 90 --31.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 133 116 -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 0.2 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 0.2 35 126 --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 0.2 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 0.2 100 -------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 0.2 35 254 216 199 196 167 154 -96.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 248 212 196 192 165 152 -96.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 244 210 194 189 163 150 -96.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 241 207 192 186 161 149 -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 0.2 20 232 204 186 179 158 144 -77.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 232 200 183 179 155 142 -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 0.2 45 219 188 174 169 145 134 -77.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 215 186 172 167 144 133 -77.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 213 184 171 165 142 132 -77.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 210 182 169 163 141 131 -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 0.2 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 0.2 35 207 176 162 160 136 126 -64.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 203 173 160 157 134 124 -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 0.2 60 192 166 154 149 129 120 -64.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 159 141 132 123 109 102 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 203 172 159 157 134 123 -61.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 199 170 157 154 132 121 -61.9 0.76 1.04 1.22 1 0.85 -1 0.2 45 196 168 155 151 130 120 -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 0.2 100 156 138 129 120 107 100 -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 0.2 20 199 176 160 154 136 124 -57.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 199 172 157 154 133 122 -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 0.2 45 188 161 149 146 125 116 -57.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 185 160 148 143 124 115 -57.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 183 158 147 142 123 114 -57.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 181 157 146 140 121 113 -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 0.2 25 196 169 155 152 131 120 -55.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 196 165 152 152 128 118 -55.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 192 163 150 148 126 116 -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 0.2 55 180 155 144 139 120 112 -55.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 178 154 143 138 119 111 -55.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 147 130 122 114 101 95 -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 0.2 35 179 152 140 139 118 109 -48.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 176 150 139 136 116 107 -48.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 173 148 137 134 115 106 -48.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 170 147 136 132 114 105 -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 0.2 20 180 159 145 140 123 112 -46.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 180 156 142 140 120 110 -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 0.2 45 170 146 135 132 113 105 -46.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 168 144 134 130 112 104 -46.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 166 143 133 128 111 103 -46.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 164 142 132 127 110 102 -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 0.2 25 158 136 125 122 106 97 -36.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 158 133 123 122 103 95 -36.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 155 131 121 120 102 94 -36.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 152 130 120 117 100 93 -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 0.2 60 143 124 115 111 96 89 -36.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 119 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 207 176 162 160 136 126 -64.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 203 173 160 157 134 124 -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 0.2 60 192 166 154 149 129 120 -64.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 159 141 132 123 109 102 -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 0.2 20 189 167 152 146 129 118 -51.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 189 163 149 146 126 116 -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 0.2 45 179 153 142 138 119 110 -51.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 176 151 140 136 117 109 -51.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 174 150 139 134 116 108 -51.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 172 149 138 133 115 107 -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 0.2 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 173 146 134 134 113 104 -43.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 169 144 132 131 111 103 -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 0.2 55 158 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 130 115 -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 0.2 35 166 141 130 128 109 100 -41.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 162 139 128 126 107 99 -41.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 160 137 127 124 106 98 -41.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 157 136 126 122 105 97 -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 0.2 20 163 143 131 126 111 101 -38.2 0.7 0.9 1.08 1 0.85 -1 0.2 25 163 140 129 126 109 100 -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 0.2 45 154 132 122 119 102 94 -38.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 151 130 121 117 101 94 -38.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 149 129 120 116 100 93 -38.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 148 128 119 114 99 92 -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 0.2 25 160 138 126 124 107 98 -36.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 160 135 124 124 105 96 -36.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 157 133 123 121 103 95 -36.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 153 131 121 119 102 94 -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 0.2 60 145 126 117 112 97 91 -36.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 120 --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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 146 125 115 113 96 89 -32.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 144 123 113 111 95 88 -32.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 141 121 112 109 94 87 -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 0.2 100 112 --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 0.2 20 147 130 119 114 101 92 -31.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 147 127 116 114 98 90 -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 0.2 45 139 119 110 108 92 86 -31.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 137 118 -106 91 --31.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 135 117 -105 91 --31.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 134 116 -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 0.2 25 129 111 -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 0.2 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 0.2 55 118 --92 ---24.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 117 --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 0-15 302 274 249 234 213 193 -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 0.2 35 296 252 232 229 195 180 -132.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 290 248 229 225 192 177 -132.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 286 245 227 221 190 176 -132.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 281 242 225 218 188 174 -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 0.2 20 271 239 218 210 185 169 -105.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 271 233 214 210 181 166 -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 0.2 45 255 219 203 198 170 157 -105.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 251 217 201 195 168 156 -105.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 248 215 199 192 166 154 -105.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 245 213 198 190 165 153 -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 0.2 25 247 213 195 191 165 151 -88.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 247 209 192 191 162 149 -88.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 242 206 189 187 159 147 -88.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 237 203 187 184 157 145 -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 0.2 60 224 194 181 174 151 140 -88.1 0.85 1.13 1.31 1 0.85 -1 0.2 100 185 164 154 144 127 120 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 237 201 186 184 156 144 -84.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 232 198 183 180 154 142 -84.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 228 196 181 177 152 141 -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 0.2 100 182 161 151 141 125 117 -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 0.2 20 233 205 187 180 159 145 -78.3 0.7 0.9 1.08 1 0.85 -1 0.2 25 233 201 184 180 156 143 -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 0.2 45 220 189 175 170 146 135 -78.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 216 187 173 168 145 134 -78.3 0.81 1.09 1.27 1 0.85 -1 0.2 55 214 185 172 166 143 133 -78.3 0.83 1.11 1.29 1 0.85 -1 0.2 60 211 183 170 164 142 132 -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 0.2 25 229 197 181 177 153 140 -75.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 229 193 178 177 150 138 -75.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 224 190 175 173 147 136 -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 0.2 55 210 182 168 163 141 130 -75.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 207 180 167 161 139 129 -75.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 172 152 143 133 118 111 -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 0.2 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 205 175 162 159 136 125 -66.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 202 173 160 156 134 124 -66.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 199 171 159 154 133 123 -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 0.2 20 211 186 170 163 144 131 -64.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 211 182 166 163 141 129 -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 0.2 45 199 171 158 154 132 122 -64.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 196 169 156 152 131 121 -64.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 193 167 155 150 130 120 -64.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 191 166 154 148 128 119 -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 0.2 25 187 161 148 145 125 114 -50.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 187 158 145 145 122 112 -50.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 183 155 143 142 120 111 -50.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 179 153 141 139 119 110 -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 0.2 60 169 147 136 131 114 106 -50.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 140 124 117 109 96 90 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 219 186 171 169 144 133 -72.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 214 183 169 166 142 131 -72.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 211 181 168 163 140 130 -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 0.2 100 168 149 140 130 115 108 -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 0.2 20 200 176 161 155 137 125 -57.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 200 172 158 155 134 122 -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 0.2 45 189 162 150 146 125 116 -57.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 186 160 148 144 124 115 -57.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 184 159 147 142 123 114 -57.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 181 157 146 140 122 113 -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 0.2 25 182 157 144 141 122 112 -48.1 0.7 0.94 1.12 1 0.85 -1 0.2 30 182 154 142 141 119 110 -48.1 0.7 0.98 1.16 1 0.85 -1 0.2 35 179 152 140 138 118 108 -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 0.2 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 0.2 100 137 121 114 106 94 88 -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 0.2 35 175 149 137 136 115 106 -46.1 0.73 1.01 1.19 1 0.85 -1 0.2 40 172 147 135 133 114 105 -46.1 0.76 1.04 1.22 1 0.85 -1 0.2 45 169 145 134 131 112 104 -46.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 166 143 133 129 111 103 -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 0.2 20 172 152 138 133 117 107 -42.7 0.7 0.9 1.08 1 0.85 -1 0.2 25 172 148 136 133 115 105 -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 0.2 45 162 139 129 126 108 100 -42.7 0.79 1.07 1.25 1 0.85 -1 0.2 50 160 138 128 124 107 99 -42.7 0.81 1.09 1.27 1 0.85 -1 0.2 55 158 137 127 122 106 98 -42.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 156 135 126 121 105 97 -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 0.2 25 169 146 134 131 113 103 -41.2 0.7 0.94 1.12 1 0.85 -1 0.2 30 169 143 131 131 111 102 -41.2 0.7 0.98 1.16 1 0.85 -1 0.2 35 165 141 130 128 109 100 -41.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 162 139 128 126 107 99 -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 0.2 60 153 133 123 119 103 96 -41.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 127 112 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 155 132 121 120 102 94 -36.0 0.73 1.01 1.19 1 0.85 -1 0.2 40 152 130 120 117 100 93 -36.0 0.76 1.04 1.22 1 0.85 -1 0.2 45 149 128 118 116 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 0.2 60 143 124 115 111 96 89 -36.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 119 --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 0.2 20 156 137 125 121 106 97 -35.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 156 134 123 121 104 95 -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 0.2 45 147 126 117 114 98 90 -35.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 145 125 116 112 97 89 -35.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 143 124 115 111 96 89 -35.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 141 122 114 109 95 88 -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 0.2 25 137 118 -106 91 --27.0 0.7 0.94 1.12 1 0.85 -1 0.2 30 137 116 -106 90 --27.0 0.7 0.98 1.16 1 0.85 -1 0.2 35 134 114 -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 0.2 55 126 --97 ---27.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 124 --96 ---27.0 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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 0.2 35 157 134 123 122 104 96 -37.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 154 132 122 120 102 94 -37.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 152 130 121 118 101 93 -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 0.2 100 121 --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 0.2 20 144 127 116 111 98 90 -29.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 144 124 114 111 96 88 -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 0.2 45 136 117 -105 90 --29.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 134 115 -104 89 --29.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 132 114 -102 88 --29.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 131 113 -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 0.2 25 131 113 -102 88 --24.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 131 111 -102 86 --24.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 129 --100 ---24.9 0.73 1.01 1.19 1 0.85 -1 0.2 40 126 --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 0.2 60 119 --92 ---24.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 126 --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 0.2 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 0.2 100 -------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 0.2 20 124 --96 ---22.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 124 --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 0.2 45 117 --91 ---22.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 115 --89 ---22.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 114 --88 ---22.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 112 --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 0.2 25 122 --94 ---21.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 122 --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 0.2 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 0.2 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 0.2 100 -------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 0.2 35 111 --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 0.2 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 0.2 20 112 --87 ---18.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 112 --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 0.2 45 -------18.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 -------18.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 -------18.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------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 0.2 25 143 124 113 111 96 88 -29.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 143 121 111 111 94 86 -29.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 140 119 -109 92 --29.7 0.73 1.01 1.19 1 0.85 -1 0.2 40 138 118 -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 0.2 60 130 113 -101 87 --29.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 124 --96 ---23.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 122 --94 ---23.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 120 --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 0.2 100 -------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 0.2 20 116 --90 ---19.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 116 --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 0.2 45 -------19.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 -------19.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 -------19.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 -------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 0.2 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 0.2 35 111 --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 0.2 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 0-15 284 258 234 220 200 181 -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 0.2 35 278 236 218 215 183 169 -116.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 272 233 215 211 180 167 -116.3 0.76 1.04 1.22 1 0.85 -1 0.2 45 268 230 213 208 178 165 -116.3 0.79 1.07 1.25 1 0.85 -1 0.2 50 264 227 211 204 176 163 -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 0.2 20 254 224 204 197 173 158 -93.1 0.7 0.9 1.08 1 0.85 -1 0.2 25 254 219 201 197 170 155 -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 0.2 45 240 206 190 186 159 147 -93.1 0.79 1.07 1.25 1 0.85 -1 0.2 50 236 203 188 183 158 146 -93.1 0.81 1.09 1.27 1 0.85 -1 0.2 55 233 202 187 181 156 145 -93.1 0.83 1.11 1.29 1 0.85 -1 0.2 60 230 200 186 178 155 144 -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 0.2 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 0.2 35 227 193 178 176 149 138 -77.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 222 190 176 172 147 136 -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 0.2 60 210 182 169 163 141 131 -77.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 174 154 145 135 120 112 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 222 189 174 172 146 135 -74.5 0.73 1.01 1.19 1 0.85 -1 0.2 40 218 186 172 169 144 133 -74.5 0.76 1.04 1.22 1 0.85 -1 0.2 45 214 184 170 166 143 132 -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 0.2 100 171 151 142 132 117 110 -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 0.2 20 218 193 176 169 149 136 -68.9 0.7 0.9 1.08 1 0.85 -1 0.2 25 218 189 173 169 146 134 -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 0.2 45 206 177 164 160 137 127 -68.9 0.79 1.07 1.25 1 0.85 -1 0.2 50 203 175 162 157 136 126 -68.9 0.81 1.09 1.27 1 0.85 -1 0.2 55 201 174 161 155 134 125 -68.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 198 172 160 154 133 124 -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 0.2 25 215 185 170 166 143 131 -66.5 0.7 0.94 1.12 1 0.85 -1 0.2 30 215 181 167 166 140 129 -66.5 0.7 0.98 1.16 1 0.85 -1 0.2 35 210 179 165 163 138 127 -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 0.2 55 197 170 158 153 132 122 -66.5 0.83 1.11 1.29 1 0.85 -1 0.2 60 195 169 157 151 131 121 -66.5 0.85 1.13 1.31 1 0.85 -1 0.2 100 161 143 134 125 111 104 -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 0.2 35 197 167 154 152 129 119 -58.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 193 165 152 149 128 118 -58.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 190 163 150 147 126 117 -58.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 187 161 149 145 125 115 -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 0.2 20 198 174 159 153 135 123 -56.4 0.7 0.9 1.08 1 0.85 -1 0.2 25 198 171 156 153 132 121 -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 0.2 45 187 160 148 145 124 115 -56.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 184 158 147 142 123 114 -56.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 181 157 146 141 122 113 -56.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 179 156 144 139 120 112 -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 0.2 25 173 149 137 134 116 106 -43.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 173 146 134 134 113 104 -43.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 170 144 133 131 112 103 -43.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 166 142 131 129 110 102 -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 0.2 60 157 136 127 122 106 98 -43.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 130 115 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 227 193 178 176 149 138 -77.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 222 190 176 172 147 136 -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 0.2 60 210 182 169 163 141 131 -77.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 174 154 145 135 120 112 -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 0.2 20 207 183 167 161 142 129 -62.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 207 179 164 161 139 127 -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 0.2 45 196 168 155 152 130 120 -62.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 193 166 154 149 129 119 -62.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 190 165 153 147 128 118 -62.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 188 163 152 146 126 117 -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 0.2 25 189 163 150 147 126 116 -51.7 0.7 0.94 1.12 1 0.85 -1 0.2 30 189 160 147 147 124 114 -51.7 0.7 0.98 1.16 1 0.85 -1 0.2 35 185 158 145 144 122 112 -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 0.2 55 174 150 139 135 116 108 -51.7 0.83 1.11 1.29 1 0.85 -1 0.2 60 172 149 138 133 115 107 -51.7 0.85 1.13 1.31 1 0.85 -1 0.2 100 142 126 118 110 98 92 -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 0.2 35 182 154 142 141 120 110 -49.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 178 152 140 138 118 109 -49.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 175 150 139 136 116 108 -49.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 172 149 138 133 115 107 -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 0.2 20 178 157 144 138 122 111 -46.0 0.7 0.9 1.08 1 0.85 -1 0.2 25 178 154 141 138 119 109 -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 0.2 45 168 145 134 130 112 104 -46.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 166 143 132 128 111 103 -46.0 0.81 1.09 1.27 1 0.85 -1 0.2 55 164 142 131 127 110 102 -46.0 0.83 1.11 1.29 1 0.85 -1 0.2 60 162 140 130 125 109 101 -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 0.2 25 175 151 138 136 117 107 -44.3 0.7 0.94 1.12 1 0.85 -1 0.2 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.85 -1 0.2 35 172 146 134 133 113 104 -44.3 0.73 1.01 1.19 1 0.85 -1 0.2 40 168 144 133 130 111 103 -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 0.2 60 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 1 0.85 -1 0.2 100 132 117 -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.: 2001-10.2.1 December 1, 2020 Page 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 0.2 35 160 136 126 124 106 97 -38.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 157 134 124 122 104 96 -38.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 155 133 123 120 103 95 -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 0.2 100 123 --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 0.2 20 161 142 130 125 110 101 -37.6 0.7 0.9 1.08 1 0.85 -1 0.2 25 161 139 128 125 108 99 -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 0.2 45 152 131 121 118 101 94 -37.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 150 129 120 116 100 93 -37.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 148 128 119 115 99 92 -37.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 146 127 118 113 98 91 -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 0.2 25 141 122 112 110 94 87 -28.9 0.7 0.94 1.12 1 0.85 -1 0.2 30 141 119 -110 93 --28.9 0.7 0.98 1.16 1 0.85 -1 0.2 35 138 118 -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 0.2 55 130 112 -101 87 --28.9 0.83 1.11 1.29 1 0.85 -1 0.2 60 128 111 -99 86 --28.9 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------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 By Toni Gindlesperger at 1:27 pm, Aug 25, 2022 By Mike Jones at 5:04 pm, Aug 25, 2022 50.00