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1912 N. Sherry Dr ACC21-0041 two-story garage permit 2 of 3Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20- 0730.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with CAE Engineering Reports No.:2001-10.2.1, 2001-10.2.2, 2001-10.2.3. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. EFFECTIVE DECEMBER 2019 SELECT CEDARMILL© | SMOOTH | BEADED CEDARMILL© | BEADED SMOOTH | CUSTOM COLONIAL SMOOTH® | CUSTOM COLONIAL™ ROUGHSAWN Visit jameshardiepros.com for the most recent version. HS11119 P1/4 12/19 HardiePlank® Lap Siding IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) . . GENERAL REQUIREMENTS: • HardiePlank® lap siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 in thick OSB sheathing. See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. Double Wall Construction water-resistive Figure 1 Single Wall Construction let-in bracing • Do not use HardiePlank lap siding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePlank lap siding may be installed on flat vertical wall applications only. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin “Expansion Characteristics of James Hardie® Siding Products” at www.jameshardie.com. • James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations above 60 feet, please contact JH technical support. barrier plywood or OSB sheathing 24 in. o.c. max. INSTALLATION: JOINT TREATMENT One or more of the following joint treatment options are required by code (as referenced 2018 IRC R703.10.2) A. Joint Flashing (James Hardie recommended) B. Caulking* (Caulking is not recommended stud water- Figure 2 Nail line (If nail line is not present, place fastener between 3/4 in. & 1 in. from top of plank) water-resistive barrier for ColorPlus for aesthetic reasons as the Caulking resistive barrier Nail 3/8 in. from fastener and ColorPlus will weather differently. For the same reason, do not caulk nail heads on ColorPlus products.) C. “H” jointer cover joint flashing edge of plank Install planks in moderate contact at butt joints Leave appropriate gap between planks and trim, then caulk.* Install a 1 1/4 in. starter strip to ensure a consistent plank angle Note: Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. *Refer to Caulking section in these instructions. ¹For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. HardiePlank® Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Figure 4 Horizontal Flashing Figure 5 Kickout Flashing Figure 6 Slabs, Path, Steps to Siding Figure 7 Min. 1 in. Figure 8 Min. ¼ in. Do not caulk Figure 9 Figure 10 Figure 11 Min. 1 in. Deck to Wall Z-Flashing Min. 1 in. Ground to Siding Gutter to Siding Sheltered Areas Z-Flashing Min. ¼ in. 6 in. 1 Mortar/Masonry in. Min. ½ in. Figure 12 Drip Edge Figure 13 Block Penetration (Recommended in HZ10) Z-Flashing Min. ¼ in. Do not caulk Figure 14 Valley/Shingle Extension FASTENER REQUIREMENTS* Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). BLIND NAILING Nails - Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws - Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfast® nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.215 in. HD x 1-1/2 in. long • Ribbed Wafer-head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). FACE NAILING Nails - Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nail (0.09” shank x 0.221” HD x 2” long) Screws - Steel Framing • Ribbed Bugle-head or equivalent (No. 8-18 x 1-5/8 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2 in. long) *Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 5 - Fastening Tips for HardiePlank Lap Siding. HS11119 P2/4 12/19 min 4 in. x 4 in. As required by IRC code Z-Flashing Extend shingles at least 1 in. out from the fascia when gutters are present L-Flashing Z- Flashing Min. ¼ in. HardiePlank® Lap Siding SNUG FLUSH DO NOT DO NOT DO NOT USE UNDER DRIVE IF, THEN OVER SLANT DRIVE IF, THEN ADDITIONAL NAIL FACE NAIL AL ALUMINUM FASTENERS HAMMER FLUSH COUNTERSINK & FILL STAPLES FASTENER REQUIREMENTS continued Figure 15 Figure 16 Stud 24” O.C. max Stud 24” O.C. max Nail Line Blind Nail Minimum overlap for Both Face and Blind Nailing min. 1 1/4 in. overlap Joint Flashing 3/4”-1” Face Nail 1 1/4” min. Overlap 1 1/4” min. Overlap Water Resistive Barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. Water Resistive Barrier Pin-backed corners may be done for aesthetic purposes only. Finish nails are recommended for pin-backs. Headed siding nails are allowed. Place pin-backs no closer than 1 in. from plank ends and 3/4 in. from plank edge into min. 3/8 in. wood structural panel. Pin-backs are not a substitute for blind or face nailing. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2018 IRC R317.3 or 2018 IBC 2304.10.5. • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: some caulking manufacturers do not allow "tooling". PAINTING PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Factory-primed James Hardie products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. HS11119 P3/4 12/19 REMOVE & REPLACE CLIPPED HEAD NAILS STEEL FRAME WOOD FRAME HardiePlank® Lap Siding COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK® LAP SIDING WIDTH SQ (1 SQ = 100 sq.ft.) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 5 1/4 4 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 6 1/4 5 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 7 1/4 6 17 33 50 67 83 100 117 133 150 167 183 200 217 233 250 267 283 300 317 333 7 1/2 6 1/4 16 32 48 64 80 96 112 128 144 160 176 192 208 224 240 256 272 288 304 320 8 6 3/4 15 30 44 59 74 89 104 119 133 148 163 178 193 207 222 237 252 267 281 296 8 1/4 7 14 29 43 57 71 86 100 114 129 143 157 171 186 200 214 229 243 257 271 286 9 1/4 8 13 25 38 50 63 75 88 100 113 125 138 150 163 175 188 200 213 225 238 250 9 1/2 8 1/4 13 25 38 50 63 75 88 100 113 125 138 150 163 175 188 200 213 225 238 250 12 10 3/4 9 19 28 37 47 56 65 74 84 93 102 112 121 130 140 149 158 167 177 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. HS11119 P4/4 12/19 WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: I In accordance with ICC-ES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One and Two-Family Dwellings, and the 2006, 2009, 2012 & 2015 International Building Code. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida Product Approval FL#13192, Miami-Dade County Florida NOA No. 17-0406.06, U.S. Dept. of HUD Materials Release 1263f, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. © 2018 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Product warranties, safety information and additional installation information are available at jameshardiepros.com DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNING Florida Product Approval CemPanel® Siding • For use inside HVHZ: o CemPanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20-730.06. Consult the CemPanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o CemPanel Siding fastener types, fastening schedule, and installation shall be in accordance with CAE Engineering Reports No.:2001-10.3.1 or 2001- 10.3.2. Consult the CemPanel product installation instructions on the follow pages for all other installation requirements. CEM0807-P1/2 1/13 GENERAL REQUIREMENTS: INSTALLATION:Fastener RequirementsPosition fasteners 3/8" from panel edges and and no closer than 2" away from corners. Do not nail into corners. Cempanel® Vertical Siding Installation • Framing must be provided at horizontal and vertical edges for nailing. • Cempanel® vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge nailing distances. Figure 2 Caulk Joint leave appropriate gap betweenpanels, then caulk* water-resistive barrier 2 x 4 stud “H” Joint water-resistive barrier 2 x 4 stud Batten Joint water-resistive barrier 2 x 4 stud Figure 1 Cemboard® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardiebladeTM saw blade and dust-reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly-fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.cemboardsiding.com or by calling 1-877-236-7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 • Cemboard requires a 3/8” capillary break (Rainscreens, Furring, Etc.), when installing Cempanel vertical siding on a Multi-Family/Commercial project. • Cempanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • Cempanel® vertical siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashings in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. • Install Cemboard® products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 5). • When installing Cempanel products all clearance details in figs. 3,5,6,7,8,9,10. &11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10’. • Do not install Cemboard® products, such that they may remain in contact with standing water. • Cempanel® vertical siding may be installed on vertical wall applications only. • DO NOT use Cempanel® vertical siding in fascia or trim applications. • DO NOT use stain on Cemboard™ products. Figure 4 Recommendation: When installing Sierra 8, provide a double stud at panel joints to avoid nailing through grooves. Figure 3 moderate contact keep fasteners 2"away from corners plate keep nails 3/8" min.from paneledges water-resistivebarrier stud Cempanel® vertical siding 3/8" sheathing upper panel 1/4" gap Z-flashing Do notCaulk lowerpanel upper panel 1/4" gap Z-flashing Do notCaulk lowerpanel decorativeband board water-resistive barrier water-resistive barrier *Apply caulk in accordance with caulk manufacturer’s written application instructions. Joint Treatment • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively joints may also be covered with battens, PVC or metal jointers or caulked. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). EFFECTIVE SEPTEMBER 2013 IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES ANDTHE MANUFACTURER’S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEMPERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. CEDAR ■ GROOVED CEDAR INSTALLATION REQUIREMENTS - PRIMED PRODUCTS CUTTING INSTRUCTIONS OUTDOORS1. Position cutting station so that wind will blow dust away from user and others in working area.2. Use one of the following methods: a. Best: i. Score and snap ii. Shears (manual, electric or pneumatic) b. Better: i. Dust reducing circular saw equipped with a HardiebladeTM saw blade and HEPA vacuum extraction c. Good: i. Dust reducing circular saw with a Hardieblade saw blade (only use for low to moderate cutting) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well-ventilated area - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the Hardieblade saw blade trademark- NEVER dry sweep – Use wet suppression or HEPA Vacuum Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using “Best”-level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.cemboardsiding.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact the Manufacturer for further information. SD083105 South 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 panels on edge. Protect edges and corners from breakage. The manufacturer is not responsible for damage caused by improperstorage and handling of the product. ( Not to be used on Commercial/Multi-Fam) CEM0807-P2/2 1/13 RECOGNITION: In accordance with ICC-ES Legacy Report NER-405, Cempanel® vertical siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One-and Two-Family Dwelling Code, the 2003 International Building Code, and the 2003 International Residential Code for One-and Two-Family Dwellings. Cempanel® vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Figure 5 6 min. bottom plate South 1" - 2" Figure 7 Figure 11 Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer’s instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. CLEARANCES Maintain a 1" - 2" clearance between Cemboard® products and paths, steps and driveways. Figure 6 siding 1/4" gap flashing Do notCaulk Figure 9 Maintain a 1/4" clearance between the bottom of Cemboard® products and horizontal flashing.Do not caulk gap. Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutashing Self-adheringeaves membrane joist 1" - 2" water resistive barrier siding flashing deck material ledger Maintain a 1" - 2" clearance between Cemboard® products and decking material. Figure 8 1"-2" siding stud concretefoundation CAULKING PAINTINGCemboard® products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot-dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Cemboard® products near the ocean, large bodies of water, or in very humid climates. • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads.• NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the Manufacturer’s Technical Services if you are unsure of applicable compliance documentation.• Drive fasteners perpendicular to siding and framing.• Fastener heads should fit snug against siding (no air space). (fig. A )• Do not over-drive nail heads or drive nails at an angle.• If nail is countersunk, fill nail hole and add a nail. (fig. B)• For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail).• Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Cemboard® 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). For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions or ASTM C1193. Figure A Figure B © 2013 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited Additional Installation Information,Warranties, and Warnings are available atwww.cemboardsiding.com KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical ﬂashing details occurs where a roof intersects a sidewall. The roof must be ﬂashed with step ﬂashing. Where the roof terminates, install a kickout to deﬂect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : “…ﬂashing shall be a min. of 4” high and 4” wide.” James Hardierecommends the kickout be angled between 100° - 110° to maximize water deﬂection Countersunk, ll & add nail Figure 10 Framing FlooringHorizontal Trim Water- Resistive Barrier Sheathing RHardiePanel Do not bridge ﬂoors with HardiePanel® siding. Horizontal joints should always be created between ﬂoors (ﬁg. 10). CUT EDGE TREATMENTCaulk, paint or prime all field cutedges. Florida Product Approval HardieSoffit® Panel •For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20-0730.06. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. •For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report ER 2001-13.1 or 2001-13.2. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. 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 2009 IRC R317.3 or 2009 IBC 2304.9.5 • 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. HardieSofﬁt® Panels SF1204 P2/3 04/19 Figure 5 • For wood frame construction a minimum 4d common nails spaced 8 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations*. • For conventional 20ga - 16ga steel frame construction a minimum No. 8-18 x 0.323 in HD x 1 in long ribbed bugle screws spaced 6 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations*. *Minimum Basic Wind Speed differs by locality. Where speciﬁed levels of wind resistance are required, refer to applicable Building Code Compliance Reports. FASTENER REQUIREMENTS Figure 6 Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutﬂashing Self-adheringeaves membrane Because of the volume of water that can pour down a sloped roof, one of the most critical ﬂashing details occurs where a roof intersects a sidewall. The roof must be ﬂashed with step ﬂashing. Where the roof terminates, install a kickout to deﬂect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. KICKOUT FLASHING Figure 6, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : “...ﬂashing shall be a min. of 4” high and 4” wide.” James Hardie recommends the kickout be angled between 100° - 110° to maximize water deﬂection 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). Figure 5 Maintain a minimum 1 in gap between gutter end caps and siding & trim. fascia siding 1 in min. gutter and end cap Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5.” 3/8 in from edge of sofﬁt keep fasteners 2 in away from corners 24” o.c. max.Figure 4 Greater than 12 in Wide Sofﬁt Figure 3 1 in from end of sofﬁt 3/8 in from edge of sofﬁt less than or equal to 12 in Wide Sofﬁt ALUMINUM CLIPPED STAPLES HEAD NAILS FASTENERS UNDER DRIVE OVER DRIVE SLANT IF, THEN IF, THEN ADDITIONAL NAIL WOOD FRAME HAMMER FLUSH REMOVE & REPLACE COUNTERSINK & FILL STEEL FRAME FACE NAIL DO NOT DO NOT DO NOT USE AL SNUG FLUSH PAINTING 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". 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. CUT EDGE TREATMENT Caulk, paint or prime all ﬁeld cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. HardieSofﬁt® Panels PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply ﬁnish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with 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. SF1204 P3/3 04/19 Product warranties, safety information and additional installation information are available at jameshardiepros.com © 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2273, HardieSofﬁt® panel 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. HardieSofﬁt panel is also recognized for application in the following: State of Florida Product Approval FL13265, 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. 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 8385 White Oak Ave. Rancho Cucamonga, CA 91730 Phone: 626.409.8650 Project No.: 2001-14.3 Date: December 14, 2020 Rathisha Sabaratnam, Sr. R&D Technical Services Specialist James Hardie Building Products, Inc. 10901 Elm Ave. Fontana, CA 92337 Subject: NOA 20-0730.06 for Compliance with 2020 Florida Building Code (7th Edition) Dear Rathisha, At your request in reference to the Miami Dade Checklist requirements, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports, it is my professional opinion that the siding products listed in the attached NOA meet the requirements of the 2020 Florida Building Code. At your request, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports for the subject products listed in the above referenced NOA, it is my professional opinion that the siding products listed in the NOA meet the requirements of the 2020 Florida Building Code. Attached are the updated stamped product installation drawings. The following are referenced standards in the 2020 FBC: (1) Wood: AWC NDS-2018 & SDPWS-2015 (2) Structural Design: ASCE 7-16 (3) Concrete: ACI 318-14 (4) Masonry: TMS 402-2016 (5) Structural Steel: AISC 360-16 and 2017 AISC Steel Construction Manual (6) Cold-formed Steel: AISI 100-16 (7) Aluminum: AA ADM1-2015 In addition, I make the following Statement of Independence: (a) I, V. Andrew Tan, do not have nor intend to acquire or will acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. (b) CAE is not owned, operated or controlled by any company manufacturing or distributing products we evaluate or inspect. (c) CAE does not have, nor will it acquire financial interest in any company manufacturing or distributing products for which reports are being issued. (d) CAE does not have, or will it acquire a financial interest in any other entity involved in the approval process of the product. Please feel free to contact me for any questions, thank you again for your business. Respectfully submitted, CAE, Inc. V. Andrew Tan, P.E., exp. 2/28/21 Principal Engineer Attachments: (1) NOA 20-0730.06 NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 Page 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020, bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer’s name or logo, Plant City, Florida, and the following statements: “ASTM C 1186 Type A compliant” and “Miami-Dade County Product Control Approved” is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0821.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS “Submitted under NOA # 13-0311.07” 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS “Submitted under NOA # 13-0311.07” 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. “Submitted under NOA # 02-0729.02” Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS “Submitted under NOA # 15-0122.04” 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 2 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 7th Edition (2020) of the FBC and of no financial interest issued by Construction Applied Engineering, dated 07/22/2020, signed and sealed by V. Andrew Tan, P.E. “Submitted under NOA # 17-0821.21” 2. Statement letter of code conformance to the 6th Edition (2017) FBC and of no financial interest issued by Ronald I. Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I. 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At your request, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports for the subject products listed in the above referenced NOA, it is my professional opinion that the siding products listed in the NOA meet the requirements of the 2020 Florida Building Code. Attached are the updated stamped product installation drawings. The following are referenced standards in the 2020 FBC: (1) Wood: AWC NDS-2018 & SDPWS-2015 (2) Structural Design: ASCE 7-16 (3) Concrete: ACI 318-14 (4) Masonry: TMS 402-2016 (5) Structural Steel: AISC 360-16 and 2017 AISC Steel Construction Manual (6) Cold-formed Steel: AISI 100-16 (7) Aluminum: AA ADM1-2015 In addition, I make the following Statement of Independence: (a) I, V. Andrew Tan, do not have nor intend to acquire or will acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. (b) CAE is not owned, operated or controlled by any company manufacturing or distributing products we evaluate or inspect. (c) CAE does not have, nor will it acquire financial interest in any company manufacturing or distributing products for which reports are being issued. (d) CAE does not have, or will it acquire a financial interest in any other entity involved in the approval process of the product. Please feel free to contact me for any questions, thank you again for your business. Respectfully submitted, CAE, Inc. V. Andrew Tan, P.E., exp. 2/28/21 Principal Engineer Attachments: (1) NOA 20-0730.06 NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 Page 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020, bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer’s name or logo, Plant City, Florida, and the following statements: “ASTM C 1186 Type A compliant” and “Miami-Dade County Product Control Approved” is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0821.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS “Submitted under NOA # 13-0311.07” 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS “Submitted under NOA # 13-0311.07” 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. “Submitted under NOA # 02-0729.02” Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS “Submitted under NOA # 15-0122.04” 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 2 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 7th Edition (2020) of the FBC and of no financial interest issued by Construction Applied Engineering, dated 07/22/2020, signed and sealed by V. Andrew Tan, P.E. “Submitted under NOA # 17-0821.21” 2. Statement letter of code conformance to the 6th Edition (2017) FBC and of no financial interest issued by Ronald I. Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I. 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CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 1 of 7 ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code 6-7 AS PRODUCT EVALUATOR, THE UNDERSIGNED Perimeter Supports Field Supports IC-1270-94 Ramtech 0.3125 48 16 6 6 -149 -49.7 IC-1270-94 Ramtech 0.3125 48 16 4 4 -236 -78.7 IC-1271-94 Ramtech 0.3125 48 24 6 6 -94 -31.3 IC-1271-94 Ramtech 0.3125 48 24 4 4 -143 -47.7 10868-97/1475 Ramtech 0.3125 48 16 4 8 -90 -30.0 IC-1054-89 Ramtech 0.25 48 16 6 6 -169.9 -56.6 IC-1055-89 Ramtech 0.25 48 24 6 6 -91.9 -30.6 11149-98/1554d Ramtech 0.3125 48 16 4 8 -170 -56.7 11149-98/1554d Ramtech 0.3125 48 24 4 8 -101 -33.7 3148104COQ-002 Intertek 0.3125 48 16 6 12 -161.3 -53.8 Table 1A - Results of Transverse Load Testing Allowable Design Load1 (PSF) Ultimate Load (PSF)Fastener TypeFrame Type Width (in.) Thickness (in.)Test AgencyReport Number Frame Spacing (in.) 2X4 wood Hem-Fir No. 8, 1 in. long x 0.323 HD ribbed bugle head screw Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 2X4 wood, SG ≥ 0.36 Fastener Spacing (in.) EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, Cempanel® Siding, Prevail™ Panel Siding EVALUATION PURPOSE: REFERENCE REPORTS: TEST RESULTS: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. EVALUATION SCOPE: 6d common 6d common2X4 wood Hem-Fir 2X4 wood Hem-Fir 2X4 wood Hem-Fir 6d common 7/16" OSB over 2X4 wood frame No. 8, 1-5/8 in. long x 0.375" HD ribbed wafer head screw directly to OSB 6d common No. 8, 1 in. long x 0.323 HD ribbed bugle head screw Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud ET&F 0.100 in. knurled shank x 1.5 in. long x 0.25 in. HD pin fastener ET&F 0.100 in. knurled shank x 1.5 in. long x 0.25 in. HD pin fastener 4d ring shank nail, 0.091 in. shank x 0.225 in. HD x 1.5 in. 1.Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2.Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3.Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4.Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 5.Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6.Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7.Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8.Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9.Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10.Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 11.Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12.Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 2 of 7 Table 1A Footnotes: Fastener Type and Spacing / Stud Spacing Shank Dia., D (in.) Fastener Penetration into Framing, P (in.) Load Durtaion Factor Cd Tested Design Pressure (from Table 1A above) (psf) Fastener Tributary Area (ft2) Single Fastener Load, as tested2 (lb.) 6d common at 6" perimater, 6" vertically along studs / 16" oc 0.120 1.688 1.6 49.7 0.667 33.1 6d common at 4" perimater, 4" vertically along studs / 16" oc 0.120 1.688 1.6 78.7 0.444 35.0 6d common at 6" perimater, 6" vertically along studs / 24" oc 0.120 1.688 1.6 31.3 1.000 31.3 6d common at 4" perimater, 4" vertically along studs / 24" oc 0.120 1.688 1.6 47.7 0.667 31.8 4d ring shank nails at 4" perimeter, 8" vertical along studs / 16" oc 0.091 1.188 1.6 30.0 0.889 26.7 No. 8, 1-5/8 in. long x 0.375" HD ribbed wafer head screw 0.164 0.438 1.6 56.6 0.667 37.8 (1) The adjusted fastener load (W') is calculated using the following equations in NDS-2018: Equ. 12.2-5 (deformed shank nails): W' = 1800 x G2 x D x P x Cd Equ. 12.2-3 (smooth shank nails): W' = 1380 x G2.5 x D x P x Cd Equ. 12.2-2 (wood screws): W' = 2850 x G2 x D x P x Cd where Cd = 1.6 for wind and earthquake (2) Fastener load as tested is determined by multiplying the the design pressure by the fastener tributary area. (3) If fastener load as tested exceeds W', the allowable design load is adjusted as follows: Adjusted Design Load = W'/Fastener Tributary Area Perimeter Supports Field Supports IC-1273-94 Ramtech 0.3125 48 16 6 6 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 16 4 4 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 24 6 6 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 24 4 4 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 16 4 8 595.4 198.5 IC-1057-89 Ramtech 0.25 48 16 & 24 6 6 123.8 123.8 11284-99/1580 Ramtech 0.3125 48 16 4 8 153.4 153.4 11284-99/1580 Ramtech 0.3125 48 24 4 8 132.5 132.5 6d common 3. In the steel framed assemblies the ultimate load values as noted are based on the average load at 1/8 inch net deflection limitation. 2. The maximum height-to-length ratio for construction in this Table is 2:1. Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 6d common 6d common 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 54.2 54.2 54.2 No 0.43 0.43 0.43 0.36 No No No No Adjustment No Adjustment No Adjustment No Adjustment 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long ring shank nail ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw Report Number Test Agency 2X4 wood Hem-Fir ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 2X4 wood, SG ≥ 0.36 2X4 wood Hem-Fir 2X4 wood Hem-Fir 6d common The fastener load as tested based on the allowable design loads in Table 1A above are verified to not exceed the NDS-2018 calculated allowable fastener withdrawal load as summarized in Table 1B below: Table 1B - Fastener Load Analysis DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity (wind load capacity) is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (approved October 2018). The allowable/design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5-1A, 26.5-1B, and 26.5-1C) and ASCE 7-16 (Figures 26.5-1A to -1D, 25.5-2A to -2D), or the figures in the building code as applicable. Table 1C - Allowable Panel Racking Shear Load 1, 2 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. Thickness (in.) Width (in.) 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. Ultimate Load3 (plf) Allowable Load3 (plf) NDS Adjusted Withdrawal Capacity1 W' (lb.) 54.2 40.3 Frame Type Frame Spacing (in.)Fastener Type Adjusted Design Pressure3 (psf) Wood Framing Specific Gravity, G4 Fastener Load @ Design Pressure Exceeds W' (Yes/No) No0.43 No Adjustment 2X4 wood Hem-Fir 0.50 81.8 No No Adjustment Fastener Spacing (in.) Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 3 of 7 Equation 1,qz=0.00256*Kz*Kzt*Kd*V2 {ref. ASCE 7-10 Eq. 30.3-1} qz=0.00256*Kz*Kzt*Kd*KeV2 {ref. ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor, permitted to take Ke = 1.0 V ASCE 7-10 Figures 26.5-1A, B, or C ASCE 7-16 Figures 26.5-1A, B, or 26.5-2A, B,C or D 2018 IBC Figures 1609.3(1) - 1609.3(8)Equation 2, V=Vult Vult Equation 3,p=qh*(GCp-GCpi)h <= 60 ft {ref. ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute qh into Equation 3, Equation 4,p=0.00256*Kz*Kzt*Kd*Ke*V2*(GCp-GCpi){ref. 2015 and 2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult 2*(GCp-GCpi){ref. 2017 and 2020 FBC} Equation 5,0.6D + 0.6W {ref. ASCE 7-10 and ASCE 7-16 section 2.4.1, load combination 7} D , dead load W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6,pasd = 0.6*[p] Equation 7,pasd = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] Equation 7 is used to populate Table 4, 5, and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for V ult , Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2015 IBC, 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2018 IBC Eq. 16-33} Vasd , Nominal design wind speed (3-second gust, mph) V , Basic design wind speed (3-second gust, mph) Wall Zone 5 Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 0.57 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.25 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 , basic wind speed (3-second gust MPH) as determined from: , ultimate design wind speeds (3-second gust MPH) determined from 2017 FBC Figures 1609.3(1) - 1609.3(3); 2020 FBC Figures 1690.3(1) - 1609.3(4) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, Height (ft) Kz Table 2, Coefficients and Constants used in Determining V and p, The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 4 of 7 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Exposure D Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Exposure B Exposure C Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 5 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 185 168 153 144 130 118 -49.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 185 164 149 144 127 116 -49.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 185 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 185 157 144 144 121 112 -49.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 178 152 140 138 118 109 -49.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 175 150 139 136 116 108 -49.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 172 149 138 134 115 107 -49.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 139 123 116 108 96 90 -49.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 233 206 188 181 159 146 -78.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 233 201 185 181 156 143 -78.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 224 191 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 220 189 175 171 147 136 -78.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 217 187 173 168 145 134 -78.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 214 185 172 166 144 133 -78.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 147 134 121 114 104 94 -31.3 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 147 130 119 114 101 92 -31.3 0.7 0.9 1.08 1 0.9 -1 0.2 25 147 127 116 114 98 90 -31.3 0.7 0.94 1.12 1 0.9 -1 0.2 30 147 124 114 114 96 89 -31.3 0.7 0.98 1.16 1 0.9 -1 0.2 35 144 123 113 112 95 88 -31.3 0.73 1.01 1.19 1 0.9 -1 0.2 40 141 121 112 110 94 86 -31.3 0.76 1.04 1.22 1 0.9 -1 0.2 45 139 119 110 108 93 86 -31.3 0.79 1.07 1.25 1 0.9 -1 0.2 50 137 118 -106 91 --31.3 0.81 1.09 1.27 1 0.9 -1 0.2 55 135 117 -105 91 --31.3 0.83 1.11 1.29 1 0.9 -1 0.2 60 134 116 -104 90 --31.3 0.85 1.13 1.31 1 0.9 -1 0.2 100 111 --86 ---31.3 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 182 165 150 141 128 116 -47.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 182 160 146 141 124 113 -47.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 182 157 144 141 121 111 -47.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 182 154 141 141 119 109 -47.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 178 151 139 138 117 108 -47.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 174 149 138 135 115 107 -47.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 172 147 136 133 114 106 -47.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 169 146 135 131 113 104 -47.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 167 144 134 129 112 104 -47.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 165 143 133 128 111 103 -47.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 136 121 114 106 94 88 -47.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 144 131 119 112 101 92 -30.0 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 144 127 116 112 98 90 -30.0 0.7 0.9 1.08 1 0.9 -1 0.2 25 144 124 114 112 96 88 -30.0 0.7 0.94 1.12 1 0.9 -1 0.2 30 144 122 112 112 94 87 -30.0 0.7 0.98 1.16 1 0.9 -1 0.2 35 141 120 111 109 93 86 -30.0 0.73 1.01 1.19 1 0.9 -1 0.2 40 138 118 -107 92 --30.0 0.76 1.04 1.22 1 0.9 -1 0.2 45 136 117 -105 91 --30.0 0.79 1.07 1.25 1 0.9 -1 0.2 50 134 116 -104 89 --30.0 0.81 1.09 1.27 1 0.9 -1 0.2 55 132 114 -103 89 --30.0 0.83 1.11 1.29 1 0.9 -1 0.2 60 131 113 -101 88 --30.0 0.85 1.13 1.31 1 0.9 -1 0.2 100 -------30.0 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 6d common 4 2X4 wood Hem-Fir 16HardiePanel® 2X4 wood Hem-FirHardiePanel®6 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long ring shank nail 5/16 48 6d common HardiePanel®5/16 48 HardiePanel®5/16 48 5/16 48 6d common HardiePanel®5/16 48 6d common 4 2X4 wood Hem-Fir 2X4 wood Hem-Fir 4 edge 8 field 2X4 wood SG≥0.36 6 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 24 16 16 24 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 6 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 2X4 wood Hem-FirHardiePanel®66d common5/16 48 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 16 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category 0-15 198 180 163 153 139 126 -56.6 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 198 175 159 153 135 123 -56.6 0.7 0.9 1.08 1 0.9 -1 0.2 25 198 171 157 153 132 121 -56.6 0.7 0.94 1.12 1 0.9 -1 0.2 30 198 167 154 153 130 119 -56.6 0.7 0.98 1.16 1 0.9 -1 0.2 35 194 165 152 150 128 118 -56.6 0.73 1.01 1.19 1 0.9 -1 0.2 40 190 162 150 147 126 116 -56.6 0.76 1.04 1.22 1 0.9 -1 0.2 45 187 161 148 145 124 115 -56.6 0.79 1.07 1.25 1 0.9 -1 0.2 50 184 159 147 143 123 114 -56.6 0.81 1.09 1.27 1 0.9 -1 0.2 55 182 157 146 141 122 113 -56.6 0.83 1.11 1.29 1 0.9 -1 0.2 60 180 156 145 139 121 112 -56.6 0.85 1.13 1.31 1 0.9 -1 0.2 100 149 132 124 115 102 96 -56.6 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 146 132 120 113 102 93 -30.6 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 146 128 117 113 99 91 -30.6 0.7 0.9 1.08 1 0.9 -1 0.2 25 146 126 115 113 97 89 -30.6 0.7 0.94 1.12 1 0.9 -1 0.2 30 146 123 113 113 95 88 -30.6 0.7 0.98 1.16 1 0.9 -1 0.2 35 143 121 112 110 94 87 -30.6 0.73 1.01 1.19 1 0.9 -1 0.2 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.22 1 0.9 -1 0.2 45 138 118 -107 91 --30.6 0.79 1.07 1.25 1 0.9 -1 0.2 50 135 117 -105 90 --30.6 0.81 1.09 1.27 1 0.9 -1 0.2 55 134 116 -104 90 --30.6 0.83 1.11 1.29 1 0.9 -1 0.2 60 132 115 -102 89 --30.6 0.85 1.13 1.31 1 0.9 -1 0.2 100 -------30.6 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 198 180 163 153 139 126 -56.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 198 175 159 153 135 124 -56.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 198 171 157 153 132 121 -56.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 198 167 154 153 130 119 -56.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 194 165 152 150 128 118 -56.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 190 163 150 147 126 116 -56.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 187 161 149 145 124 115 -56.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 184 159 147 143 123 114 -56.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 182 157 146 141 122 113 -56.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 180 156 145 139 121 112 -56.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 149 132 124 115 102 96 -56.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 153 139 126 118 107 98 -33.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 153 135 123 118 104 95 -33.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 153 132 121 118 102 94 -33.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 153 129 119 118 100 92 -33.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 150 127 117 116 98 91 -33.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 147 125 116 114 97 90 -33.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 144 124 114 112 96 89 -33.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 142 122 113 110 95 88 -33.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 140 121 112 109 94 87 -33.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 139 120 112 107 93 86 -33.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 115 --89 ---33.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 HardiePanel®5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener2 4 edge 8 field Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud HardiePanel®1/4 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw2 6 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud 16 16 24 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud HardiePanel®5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener2 4 edge 8 field Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw2 HardiePanel®1/4 48 6 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud 24 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 7 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 2X4 wood Hem-FirHardiePanel®66d common5/16 48 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 16 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category 0-15 193 175 159 149 136 123 -53.8 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 193 170 155 149 132 120 -53.8 0.7 0.9 1.08 1 0.9 -1 0.2 25 193 167 153 149 129 118 -53.8 0.7 0.94 1.12 1 0.9 -1 0.2 30 193 163 150 149 126 116 -53.8 0.7 0.98 1.16 1 0.9 -1 0.2 35 189 161 148 146 124 115 -53.8 0.73 1.01 1.19 1 0.9 -1 0.2 40 185 158 146 143 123 113 -53.8 0.76 1.04 1.22 1 0.9 -1 0.2 45 182 156 145 141 121 112 -53.8 0.79 1.07 1.25 1 0.9 -1 0.2 50 179 155 143 139 120 111 -53.8 0.81 1.09 1.27 1 0.9 -1 0.2 55 177 153 142 137 119 110 -53.8 0.83 1.11 1.29 1 0.9 -1 0.2 60 175 152 141 136 118 109 -53.8 0.85 1.13 1.31 1 0.9 -1 0.2 100 145 128 121 112 100 93 -53.8 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 1. Installation must be in accordance with siding manufacturer's instructions. 2. Screws must penetrate steel framing at minimum 3 full threads. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.5 10. Attachment of wood structural panel (WSP) sheathing to framing is the responsibility of an engineer and must be designed to resist the required wind loads noted in this table.9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.7 LIMITATIONS OF USE: 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). Linear interpolation of building height (≤ 60 ft) and wind speed is permitted. 4. Vasd = nominal design wind speed 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 2) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. HardiePanel®5/16 48 No. 8, 1- 5/8 in. long x 0.375" HD ribbed wafer head screw 6" vert. 12" horiz. 7/16" WSP sheathing over 2x4 wood framing10 16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 1 of 9 1 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: 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: W' = Cd x 1800 x G2 x D x P, Cd = 1.6 (deformed shank nails) W' = Cd x 2850 x G2 x D x P, Cd = 1.6 (wood screw) 4. Adjusted Design Load, when the fastener load from the testing exceeds the NDS calculated withdrawal capacity (W') = W'/Effective Tributary Area 5. The published specific gravity value for OSB in Table 12.3.3B NDS-2018 is 0.50. 6. NDS Withdrawal design value (lb/inch penetration), W is calculated as follows: NDS Eq. 12.2-2 for wood screw: W = 2850 x G2 x D NDS Eq. 12.2-5 for deformed shank nails: W = 1800 x G2 x D 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 fastened to wood or metal framing wood structural panels with nails or screws. Table 1. Results of Transverse Load Testing No Adjustment No Adjustment No Adjustment No AdjustmentAdjusted Design Load4, psf 3148104COQ-002 100717048COQ-003 Intertek Intertek Withdrawal design value per NDS 2018 (lb/in. penetration)6, W Calculated fastener withdrawal load is compared with the test result and the more conservative one will be used. 0.50 0.164 116.9 28.4 0.438 0.50 0.090 0.438 Adjusted withdrawal design load (lb/fastener)3 , W' Net Fastener Penetration (in.), P Wood Specific Gravity 5, G 81.8 0.438 0.50 0.164 116.9 40.5 Nail Shank Diameter (in.), D 0.438 EVALUATION SUBJECT HardiePlank® Lap Siding James Hardie Product Trade Names covered in this evaluation: HardiePlank® Lap Siding, CemPlank® Siding, Prevail™ Lap Siding 12 #8 waferhead screw, 1- 5/8" x 0.375" HD 1.625 Wood 2” x 4” SPF w/ 7/16” OSB sheathing 8 4d ring shank siding 1.5" x 0.090" x 0.215" 1.5 4d ring shank siding 1.5" x 0.090" x 0.215" 1.5 0.3125 8.25 Wood 2” x 4” SPF w/ 7/16” OSB sheathing 0.3125 34.5 8.25Siding Width (in.) Frame and WSP Type Fastener Spacing (in.) Fastener Type Fastener Length (inches) Report Number Test Agency Siding Thickness (in.) Fastening Method Ultimate Load (psf) Design Load (psf) 1 Fastener Load , as tested (lb/fastener) Effective Tributary Area (ft2) 0.3125 5.25 Wood 2” x 4” SPF w/ 7/16” OSB sheathing 0.3125 9.25 Wood 2” x 4” SPF w/ 7/16” OSB sheathing 103.5 0.333 310.4 Blind screwed to OSB 12 #8 waferhead screw, 1- 5/8" x 0.375" HD 1.625 0.667 30.8 Blind screwed to OSB 152 50.7 0.389 28.4 19.7 Blind screwed to OSB 138.8 46.3 81.8 6 0.50 0.090 40.5 0.292 19.3 Blind screwed to OSB 198 66.0 1.Intertek Report 3148104COQ-002, Transverse load testing on HardiePlank and HardiePanel Fiber-Cement panels 2. Intertek Report 100717048COQ-003, Transverse load testing on HardiePlank and HardieShingle Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 2 of 9 2 Table 2A, Allowable Design Loads Based on Constant Fastener Load, #8 wafer head screw x 0.375” HD, fasteners concealed (blind screw) at 12" O.C. to WSP sheathing only For 5.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -310.4 psf / 3 = -103.5 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((5.25-1.25) X 12)/144 = 0.333 sq.ft. Fastener load = design load X tributary area = -103.5 X 0.333 = -34.5 pounds For 9.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -138.8 psf/ 3 = -46.3 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((9.25-1.25) X 12)/144 = 0.667 sq.ft. Fastener load = design load X tributary area = -46.3.5 X 0.667 = -30.8 pounds The fastener loads for all other plank widths were linearly interpolated from the two tests based on plank width 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)Fastener Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 -310.4 12 0.333 -103.5 -34.5 6.25 12 0.417 -80.6 -33.6 7.25 12 0.500 -65.3 -32.7 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 12 0.583 -54.4 -31.8 9.25 -138.8 12 0.667 -46.3 -30.8 9.5 12 0.688 -44.5 -30.6 12 12 0.896 -31.6 -28.3 Table 2B, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"x0.09"x0.215"), fasteners concealed (blind nail) at 8" O.C. to WSP sheathing only For 8.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -152 psf/ 3 = -50.7 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((8.25-1.25) X 8)/144 = 0.389 sq.ft. Fastener load = design load X tributary area = -50.7 X 0.389 = -19.7 lbs The fastener loads for all other plank width were calculated based on the same 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)Fastener Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -152 8 0.389 -50.7 -19.7 9.25 8 0.444 -44.3 -19.7 9.5 8 0.458 -43.0 -19.7 12 8 0.597 -33.0 -19.7 Table 2C, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"x0.09"x0.215"), fasteners concealed (blind nail) at 6" O.C. to WSP sheathing only For 8.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -198 psf/ 3 = -50.7 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((8.25-1.25) X 6)/144 = 0.292sq.ft. Fastener load = design load X tributary area = -66 X 0.292 = -19.3 lbs The fastener loads for all other plank width were calculated based on the same 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)Fastener Spacing (inches)Effective Area Tributary (sq.ft.)Allowable Design Load (PSF)Fastener Load (lbs)5.25 6 0.167 -115.8 -19.3 6.25 6 0.208 -92.6 -19.3 7.25 6 0.250 -77.2 -19.3 7.5 6 0.260 -74.1 -19.3 8 6 0.281 -68.6 -19.3 8.25 -198 6 0.292 -66.0 -19.3 9.25 6 0.333 -57.9 -19.3 9.5 6 0.344 -56.1 -19.3 12 6 0.448 -43.1 -19.3 For Table 2A to 2C the design 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 can be determined. Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 3 of 9 3 DESIGN WIND LOAD PROCEDURES: Equation 1,qz=0.00256*Kz*Kzt*Kd*V2 {ref. ASCE 7-10 Eq. 30.3-1} qz=0.00256*Kz*Kzt*Kd*KeV2 {ref. ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor, permitted to take Ke = 1.0 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 q h 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 V ult, Equation 8, Vult = (pasd/0.6*0.00256*K z*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2015/2018 IBC Eq. 16-33} Vasd , Nominal design wind speed (3-second gust mph) V , Basic design wind speed (3-second gust, mph) Wall Zone 5 Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 0.57 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.245 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 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. , basic wind speed (3-second gust MPH) as determined from: 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 Table 3, Coefficients and Constants used in Determining V and p, Kz Height (ft) "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. " Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 4 of 9 4 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 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 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 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.: 2001-10.2.2 December 1, 2020 Page 5 of 9 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 Fastener Spacing Frame Type10 Fastener Spacing (inches) Building Height3 (feet) B C D B C D Allowable Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 268 243 221 207 188 171 -103.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 268 236 216 207 183 167 -103.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 268 226 208 207 175 161 -103.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 262 223 205 203 173 159 -103.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 257 220 203 199 170 157 -103.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 253 217 201 196 168 155 -103.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 249 215 199 193 166 154 -103.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 246 213 197 190 165 153 -103.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 243 211 196 188 163 152 -103.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 201 178 167 156 138 130 -103.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 236 214 195 183 166 151 -80.6 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 236 208 190 183 161 147 -80.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 236 204 187 183 158 145 -80.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 236 200 184 183 155 142 -80.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 231 197 181 179 152 140 -80.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 227 194 179 176 150 139 -80.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 223 192 177 173 148 137 -80.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 220 189 175 170 147 136 -80.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 217 188 174 168 145 135 -80.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 214 186 173 166 144 134 -80.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 177 157 148 137 122 114 -80.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 213 193 175 165 150 136 -65.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 204 175 161 158 135 125 -65.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 193 167 155 150 130 120 -65.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 -65.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 208 188 171 161 146 133 -62.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 208 183 167 161 142 130 -62.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 208 179 164 161 139 127 -62.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 208 176 161 161 136 125 -62.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 203 173 159 158 134 123 -62.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 199 170 157 154 132 122 -62.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 196 168 156 152 130 121 -62.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 193 166 154 150 129 119 -62.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 191 165 153 148 128 119 -62.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 188 163 152 146 127 118 -62.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 156 138 130 121 107 101 -62.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 164 154 139 127 -56.9 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 198 171 157 154 133 122 -56.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 198 168 154 154 130 119 -56.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 190 163 150 148 126 116 -56.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 187 161 149 145 125 115 -56.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 184 159 147 143 123 114 -56.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 182 158 146 141 122 113 -56.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.9 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 TABLE 7 - MAXIMUM WIND SPEEDS (MPH) HARDIEPLANK LAP SIDING1 7.5 5/16 5.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Kz 12 Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 12 HardiePlank 5/16 Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2018 IBC, as applicable Coefficients used in Table 6 calculations for Vult No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Wind exposure category 8 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP HardiePlank HardiePlank 5/16 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing HardiePlank 5/16 7.25 HardiePlank 5/16 6.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2018 IBC 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 12 Blind screwed to WSP 2017 FBC/ 2020 FBC/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 12 12 Wind exposure category Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 6 of 9 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 Fastener Spacing Frame Type10 Fastener Spacing (inches) Building Height3 (feet) B C D B C D Allowable 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 Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2018 IBC, as applicable Coefficients used in Table 6 calculations for Vult No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Wind exposure category HardiePlank Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2018 IBC 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind screwed to WSP 2017 FBC/ 2020 FBC/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 12 Wind exposure category 0-15 194 176 160 150 136 124 -54.4 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 194 168 153 150 130 119 -54.4 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 186 159 147 144 123 114 -54.4 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 183 157 146 142 122 113 -54.4 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 178 154 143 138 119 111 -54.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 146 129 121 113 100 94 -54.4 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 179 162 148 139 126 114 -46.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 179 158 144 139 122 112 -46.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 172 147 136 133 114 105 -46.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 169 145 134 131 112 104 -46.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 166 143 133 129 111 103 -46.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 164 142 132 127 110 102 -46.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 134 119 112 104 92 87 -46.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 176 155 141 136 120 109 -44.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 176 152 139 136 117 108 -44.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 172 146 135 133 113 104 -44.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 169 144 133 131 112 103 -44.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 166 142 132 128 110 102 -44.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 163 141 130 126 109 101 -44.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 161 139 129 125 108 100 -44.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 -102 91 --44.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 148 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 148 128 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 148 125 115 115 97 89 -31.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 145 123 113 112 95 88 -31.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 142 121 112 110 94 87 -31.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 140 120 111 108 93 86 -31.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 138 119 -107 92 --31.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 136 118 -105 91 --31.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 -104 90 --31.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 111 --86 ---31.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 248 225 204 192 174 158 -88.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 248 219 199 192 169 155 -88.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 248 209 192 192 162 149 -88.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 238 203 188 184 157 145 -88.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 234 201 186 181 156 144 -88.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 230 199 184 178 154 143 -88.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 228 197 183 176 152 141 -88.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 225 195 181 174 151 140 -88.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 186 165 155 144 128 120 -88.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 213 182 168 165 141 130 -70.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 209 180 166 162 139 129 -70.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 204 176 163 158 136 126 -70.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 201 174 162 156 135 125 -70.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 166 148 139 129 114 107 -70.9 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 202 178 163 157 138 126 -59.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 191 164 152 148 127 118 -59.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 188 162 150 146 126 116 -59.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 186 161 149 144 124 115 -59.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 184 159 148 142 123 115 -59.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 12 12 12 HardiePlank 5/16 9.5 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Blind screwed to WSP 12 HardiePlank 5/16 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8 HardiePlank 5/16 5.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP HardiePlank 5/16 12 HardiePlank 5/16 9.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing HardiePlank 5/16 6.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 8 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 7.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8 HardiePlank 5/16 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 7 of 9 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 Fastener Spacing Frame Type10 Fastener Spacing (inches) Building Height3 (feet) B C D B C D Allowable 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 Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2018 IBC, as applicable Coefficients used in Table 6 calculations for Vult No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Wind exposure category HardiePlank Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2018 IBC 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind screwed to WSP 2017 FBC/ 2020 FBC/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 12 Wind exposure category 0-15 198 180 163 154 139 127 -56.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 198 175 160 154 135 124 -56.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 198 171 157 154 133 121 -56.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 198 168 154 154 130 119 -56.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 194 165 152 150 128 118 -56.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 190 163 150 147 126 116 -56.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 184 159 147 143 123 114 -56.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 182 157 146 141 122 113 -56.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 191 168 154 148 130 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 191 165 151 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 180 155 143 140 120 111 -52.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 177 153 142 137 118 110 -52.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 175 151 141 136 117 109 -52.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 173 150 139 134 116 108 -52.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 143 127 119 111 98 92 -52.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 187 170 154 145 132 120 -50.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 187 158 146 145 123 113 -50.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 183 156 144 142 121 111 -50.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 180 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 177 152 140 137 118 109 -50.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 174 150 139 135 116 108 -50.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 172 149 138 133 115 107 -50.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 170 147 137 132 114 106 -50.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 141 125 117 109 97 91 -50.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 175 151 139 136 117 107 -44.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 172 146 134 133 113 104 -44.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 168 144 133 130 111 103 -44.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 161 139 129 125 108 100 -44.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 -102 90 --44.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 173 146 134 134 113 104 -43.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 166 142 131 128 110 101 -43.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 163 140 129 126 108 100 -43.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 160 138 128 124 107 99 -43.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 158 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 -100 89 --43.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 151 133 122 117 103 94 -33.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 145 124 114 112 96 89 -33.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 143 123 113 111 95 88 -33.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 141 121 112 109 94 87 -33.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 137 119 110 106 92 86 -33.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 114 --88 ---33.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 283 257 233 219 199 181 -115.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 272 232 215 211 180 166 -115.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 267 230 212 207 178 164 -115.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 263 227 210 204 176 163 -115.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 260 225 209 201 174 162 -115.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 257 223 207 199 173 160 -115.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 213 189 177 165 146 137 -115.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 9.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8 8HardiePlank5/16 7.5 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing HardiePlank 5/16 8 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 8 8 HardiePlank 5/16 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8 HardiePlank 5/16 9.5 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP HardiePlank 5/16 8.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6 HardiePlank 5/16 12 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP HardiePlank 5/16 5.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 8 of 9 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 Fastener Spacing Frame Type10 Fastener Spacing (inches) Building Height3 (feet) B C D B C D Allowable 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 Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2018 IBC, as applicable Coefficients used in Table 6 calculations for Vult No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Wind exposure category HardiePlank Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2018 IBC 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind screwed to WSP 2017 FBC/ 2020 FBC/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 12 Wind exposure category 0-15 253 230 209 196 178 162 -92.6 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 253 219 200 196 169 155 -92.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 253 214 197 196 166 152 -92.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 243 208 192 188 161 149 -92.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 239 205 190 185 159 147 -92.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 235 203 188 182 157 146 -92.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 233 201 187 180 156 145 -92.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 230 199 185 178 154 143 -92.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 190 169 158 147 131 123 -92.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 231 210 191 179 163 148 -77.2 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 231 200 183 179 155 142 -77.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 222 190 175 172 147 136 -77.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 218 187 173 169 145 134 -77.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 212 184 170 164 142 132 -77.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 210 182 169 163 141 131 -77.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 174 154 145 135 119 112 -77.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 227 200 182 175 155 141 -74.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 222 189 174 172 146 135 -74.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 217 186 172 168 144 133 -74.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 214 184 170 166 142 132 -74.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 211 182 168 163 141 130 -74.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 208 180 167 161 139 129 -74.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 206 178 166 159 138 128 -74.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 170 151 142 132 117 110 -74.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 218 198 180 169 153 139 -68.6 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 218 192 176 169 149 136 -68.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 218 188 172 169 146 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 209 179 165 162 139 128 -68.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 206 177 163 159 137 127 -68.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 203 175 162 157 135 125 -68.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 200 173 161 155 134 124 -68.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 198 172 159 153 133 123 -68.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 214 189 172 166 146 133 -66.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 214 184 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 214 181 166 166 140 129 -66.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 205 175 162 159 136 125 -66.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 202 173 160 156 134 124 -66.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 199 171 159 154 133 123 -66.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 196 170 157 152 132 122 -66.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 194 168 156 150 130 121 -66.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 161 142 134 124 110 104 -66.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 200 182 165 155 141 128 -57.9 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 200 177 161 155 137 125 -57.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 200 173 158 155 134 123 -57.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 196 167 154 152 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 192 164 152 149 127 117 -57.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 189 162 150 146 126 116 -57.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 186 160 149 144 124 115 -57.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 184 159 148 142 123 114 -57.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 182 158 146 141 122 113 -57.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 150 133 125 117 103 97 -57.9 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 197 167 153 153 129 119 -56.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 186 160 148 144 124 115 -56.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 183 158 146 142 122 113 -56.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 181 157 145 140 121 113 -56.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 139 120 112 -56.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 148 131 123 115 102 95 -56.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6 HardiePlank 5/16 HardiePlank 5/16 7.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 66.25 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6 6 HardiePlank 5/16 HardiePlank 5/16 9.5 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP HardiePlank 5/16 9.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 8.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6 HardiePlank 5/16 7.5 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP HardiePlank 5/16 8 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.2 December 1, 2020 Page 9 of 9 Siding Product Product Thickness (inches) Width (inches) Fastener Type2 Fastener Spacing Frame Type10 Fastener Spacing (inches) Building Height3 (feet) B C D B C D Allowable 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 Applicable to methods specified in Section 1609.1.1. of 2017 FBC, 2020 FBC or 2018 IBC, as applicable Coefficients used in Table 6 calculations for Vult No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing Wind exposure category HardiePlank Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC and 2018 IBC 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Blind screwed to WSP 2017 FBC/ 2020 FBC/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 12 Wind exposure category 0-15 173 157 142 134 121 110 -43.1 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 161 138 128 124 107 99 -43.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 -101 89 --43.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 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 10. WSP attachment to framing is the responsibility of the project engineer and must be designed to resist the required wind loads in the table. LIMITATIONS OF USE: 1. Installation must be in accordance with siding manufacturer's instructions. 2. Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4" for nails and 3 full theads for screws. 4. Vasd = nominal design wind speed 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 1) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 2X4 wood or 20 ga. steel framing, 7/16” thick WSP sheathing 6HardiePlank5/16 12 0.090" shank X 0.215" HD X 1.5" long ring shank nail Blind nailed to WSP Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 1 of 6 ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2012, 2015 and 2018 International Building Code® Referenced Test Report Siding Thickness (in.) Siding Width (in.) Frame Spacing (in.) Perimeter Supports Field Supports Ultimate Load (PSF) Allowable Design Load1 Ramtech 11436-99/1608 0.25 16 24 8 8 -249.0 -83.0 Ramtech IC-1228-93 0.25 48 16 6 6 -140.0 -46.7 Ramtech IC-1054-89 0.25 48 16 6 6 -169.9 -56.6 Ramtech IC-1055-89 0.25 48 24 6 6 -91.9 -30.6 Intertek Test Report No. 100438172COQ-003 0.25 24 24 4 4 -149.5 -49.8 Intertek Test Report No. 100438172COQ-003 0.25 24 24 4 4 -162.1 -54.0 Equation 1,qz = 0.00256*Kz*Kzt*Kd*V2 {ASCE 7-10 Eq. 30.3-1} 6d common nails Fiber-cement siding transverse load capacity (wind load capacity) is determined by testing in accordance with published test standards and criteria. From the negative transverse load test results, the allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Table 7 summarizes the allowable capacity for each fastener type to ensure that the siding product allowable design load in Table 1 above for each siding product installation does not exceed the fastener allowable capacity. 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. For this analysis under the FBC, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 (2017 FBC) ASCE 7-16 (2020 FBC) Section 2.4 combining nominal loads using ASD Load Combination 7 (0.6D + 0.6W) which uses a load factor of 0.6 applied to the wind velocity pressure. 2. The product is currently listed by Intertek Spec ID 39752 for compliance with ASTM C1186-08(12), Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. Fastener Spacing (in.) 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. DESIGN WIND LOAD PROCEDURES: 1.5 in. long x 0.083 in. shank x 0.187 in. HD, ring shank nails 2X4 wood with SG=0.40 2x4 SPF (SG = 0.42)2-in. long x 0.092 in. x 0.235-in. HD siding nails 2x4 SPF (SG = 0.42)6d common nails Fastener TypeFrame Type REFERENCE REPORTS: This analysis was performed to determine the maximum design 3-second gust wind speed to be resisted by an assembly of the subject product fastened to wood framing with nails and metal framing with screw fasteners. EVALUATION FOR COMPLIANCE WITH THE FOLLOWING: TEST RESULTS: TABLE 1 - TRANSVERSE LOAD TEST RESULT SUMMARY EVALUATION SUBJECT HardieSoffit® Sidings James Hardie Product Trade Names covered in this evaluation: HardieSoffit® Sidings EVALUATION PURPOSE: No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws 20 Gauge Steel (min. yield = 33 ksi) 20 Gauge Steel (min. yield = 33 ksi) 2X4 Hem Fir wood, SG=0.43 1. Ramtech Test Report No. 11436-99/1608 (dated 11/15/99) 2. Ramtech Test Report No. IC-1228-93, dated June 1993 3.Ramtech Test Report No. IC-1054-89, dated September 1989 4. Ramtech Test Report No. IC-1055-89, dated September 1989 5. Applied Research Laboratories Test Report 29278, dated 9/1/94\ 6. Intertek Test Report No. 100438172COQ-003, revised date March 21, 2012 Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 2 of 6 qz = 0.00256*Kz*Kzt*Kd*Ke*V2 {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. It's permited to take K e = 1 V or, V=Vult Equation 2,p=q h*(GC p -GC pi){ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} p , design pressure (psf) for siding (allowable design load) qh , velocity pressure evaluated at mean roof height h GC p , product of external pressure coefficient and gust-effect factor {ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GC pi , product of internal pressure coefficient and gust-effect factor {ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} To determine design pressure at mean roof heigth (z=h), substitute q z into Equation 2, Equation 3,p=0.00256*K z*K zt *Kd*V2 *(GC p -GC pi)(ref. 2015/2018 IBC) or p=0.00256*K z*K zt *Kd*Vult 2 *(GC p -GC pi){ref 2017/2020 FBC) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 4,0.6D + 0.6W {ref. ASCE 7-10 and ASCE7-16 section 2.4.1, load combination 7} D , dead load W , wind load Equation 5,p asd = 0.6*[p] = 0.6*[0.00256*K z *Kzt *Kd*Vult 2 *(GC p -GCpi )] To determine the Basic Wind Speed (V) or Ultimate Wind Speed (Vult ) for HardieSoffit VentedPlus Siding in Table 4 in next page, solve Equation 5 for V or V ult , Equation 6, V = Vult = (pasd /0.6*0.00256*K z*Kzt*Kd*(GC p -GC pi))0.5 Equation 7,Vasd = V ult * (0.6)0.5 {ref. 2017 FBC Equation 16-33} Vasd = V * (0.6)0.5 Vasd , Nominal design wind speed (3-second gust, mph){ref. 2015 IBC, 2017 and 2020 FBC Eq. 16-33} V , Basic design wind speed (3-second gust, mph) {ref. 2018 IBC Eq. 16-33} 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 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 Wind Speed (3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 3 - Pasd (PSF) for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category B To determine the Allowable Stress Design Pressure (Pasd ), apply the load factor for W (wind) from Equation 3 to p (design pressure) determined from equation 4 , ultimate design wind speeds (3-second gust) determined from 2017 FBC Figures 1609.3(1), 1609.3(2), or 1609.3(3). Table 2 - Coefficients and Constants used in Determining V and p Kz The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Height (ft) Wind Exposure B The wind speed (refers to as V asd ) can be calculated based on the following equation in the 2017 FBC: , basic wind speed (mph) as determined in: ASCE 7-10 Figures 26.5-1A, B, or C; Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 3 of 6 Wind Speed (3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Table 5 - Pasd (PSF) for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category D Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC Wind Exposure D Wind Exposure C Table 4 - Pasd (PSF) for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category C Client : James Hardie Building Products, Inc. CAE EngineeringReport No.: 2101-2 Date: February 3, 2021 Page 4 of 6 Test Results Perimeter Field 0-15 240 218 198 186 169 153 -83.0 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 240 211 193 186 164 150 -83.0 0.70 0.9 1.1 1 0.85 -1 0.2 25 240 207 190 186 160 147 -83.0 0.70 0.94 1.1 1 0.85 -1 0.2 30 240 203 186 186 157 144 -83.0 0.70 0.98 1.2 1 0.85 -1 0.2 35 235 200 184 182 155 142 -83.0 0.73 1.01 1.2 1 0.85 -1 0.2 40 230 197 182 178 152 141 -83.0 0.76 1.04 1.2 1 0.85 -1 0.2 45 226 194 180 175 151 139 -83.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 223 192 178 173 149 138 -83.0 0.81 1.09 1.3 1 0.85 -1 0.2 55 220 190 177 171 147 137 -83.0 0.83 1.11 1.3 1 0.85 -1 0.2 60 218 189 175 169 146 136 -83.0 0.85 1.13 1.3 1 0.85 -1 0.2 100 180 160 150 139 124 116 -83.0 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 0-15 240 218 198 186 169 153 -83.0 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 240 211 193 186 164 150 -83.0 0.70 0.9 1.1 1 0.85 -1 0.2 25 240 207 190 186 160 147 -83.0 0.70 0.94 1.1 1 0.85 -1 0.2 30 240 203 186 186 157 144 -83.0 0.70 0.98 1.2 1 0.85 -1 0.2 35 235 200 184 182 155 142 -83.0 0.73 1.01 1.2 1 0.85 -1 0.2 40 230 197 182 178 152 141 -83.0 0.76 1.04 1.2 1 0.85 -1 0.2 45 226 194 180 175 151 139 -83.0 0.79 1.07 1.25 1 0.85 -1 0.2 50 223 192 178 173 149 138 -83.0 0.81 1.09 1.3 1 0.85 -1 0.2 55 220 190 177 171 147 137 -83.0 0.83 1.11 1.3 1 0.85 -1 0.2 60 218 189 175 169 146 136 -83.0 0.85 1.13 1.3 1 0.85 -1 0.2 100 180 160 150 139 124 116 -83.0 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 0-15 180 163 148 139 126 115 -46.7 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 180 159 145 139 123 112 -46.7 0.70 0.9 1.1 1 0.85 -1 0.2 25 180 155 142 139 120 110 -46.7 0.70 0.94 1.1 1 0.85 -1 0.2 30 180 152 140 139 118 108 -46.7 0.70 0.98 1.2 1 0.85 -1 0.2 35 176 150 138 136 116 107 -46.7 0.73 1.01 1.2 1 0.85 -1 0.2 40 173 147 136 134 114 105 -46.7 0.76 1.04 1.2 1 0.85 -1 0.2 45 170 146 135 131 113 104 -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 1.3 1 0.85 -1 0.2 55 165 143 132 128 111 103 -46.7 0.83 1.11 1.3 1 0.85 -1 0.2 60 163 141 131 126 110 102 -46.7 0.85 1.13 1.3 1 0.85 -1 0.2 100 135 120 112 105 93 87 -46.7 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 0-15 198 180 163 153 139 126 -56.6 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 198 175 159 153 135 123 -56.6 0.70 0.9 1.1 1 0.85 -1 0.2 25 198 171 157 153 132 121 -56.6 0.70 0.94 1.1 1 0.85 -1 0.2 30 198 167 154 153 130 119 -56.6 0.70 0.98 1.2 1 0.85 -1 0.2 35 194 165 152 150 128 118 -56.6 0.73 1.01 1.2 1 0.85 -1 0.2 40 190 162 150 147 126 116 -56.6 0.76 1.04 1.2 1 0.85 -1 0.2 45 187 161 148 145 124 115 -56.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 184 159 147 143 123 114 -56.6 0.81 1.09 1.3 1 0.85 -1 0.2 55 182 157 146 141 122 113 -56.6 0.83 1.11 1.3 1 0.85 -1 0.2 60 180 156 145 139 121 112 -56.6 0.85 1.13 1.3 1 0.85 -1 0.2 100 149 132 124 115 102 96 -56.6 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 0-15 146 132 120 113 102 93 -30.6 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 146 128 117 113 99 91 -30.6 0.70 0.9 1.1 1 0.85 -1 0.2 25 146 126 115 113 97 89 -30.6 0.70 0.94 1.1 1 0.85 -1 0.2 30 146 123 113 113 95 88 -30.6 0.70 0.98 1.2 1 0.85 -1 0.2 35 143 121 112 110 94 87 -30.6 0.73 1.01 1.2 1 0.85 -1 0.2 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.2 1 0.85 -1 0.2 45 138 118 109 107 91 85 -30.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 135 117 108 105 90 84 -30.6 0.81 1.09 1.3 1 0.85 -1 0.2 55 134 116 107 104 90 83 -30.6 0.83 1.11 1.3 1 0.85 -1 0.2 60 132 115 106 102 89 82 -30.6 0.85 1.13 1.3 1 0.85 -1 0.2 100 109 ------85 -------30.6 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 0-15 186 169 153 144 131 119 -49.8 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 186 164 150 144 127 116 -49.8 0.70 0.9 1.1 1 0.85 -1 0.2 25 186 160 147 144 124 114 -49.8 0.70 0.94 1.1 1 0.85 -1 0.2 30 186 157 144 144 122 112 -49.8 0.70 0.98 1.2 1 0.85 -1 0.2 35 182 155 142 141 120 110 -49.8 0.73 1.01 1.2 1 0.85 -1 0.2 40 178 152 141 138 118 109 -49.8 0.76 1.04 1.2 1 0.85 -1 0.2 45 175 151 139 136 117 108 -49.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 173 149 138 134 115 107 -49.8 0.81 1.09 1.3 1 0.85 -1 0.2 55 171 148 137 132 114 106 -49.8 0.83 1.11 1.3 1 0.85 -1 0.2 60 169 146 136 131 113 105 -49.8 0.85 1.13 1.3 1 0.85 -1 0.2 100 140 124 116 108 96 90 -49.8 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 2x4 SPF (SG = 0.42) 24HardieSoffit Sidings 0.25 24 2-in. long x 0.092 in. x 0.235-in. HD siding nails 4 4 HardieSoffit Sidings 6 6 6 2X4 Hem Fir wood, SG=0.43 16 0.25 Width (inches) Fastener Type2 Product Thickness (inches) Product Fastener Spacing (in.) Design Load (PSF) BBuilding Height3 (feet) Stud Spacing (inches) Frame Type GCpiDCBDExp C Exp D Exp B Wind Exposure Category Coefficients used in Table 6 calculations for Vult 6 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind Exposure Category Kz Kzt Kd GCpC HardieSoffit Sidings 160.25 HardieSoffit Sidings 0.25 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 24 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable 8 1.5 in. long x 0.083 in. shank x 0.187 in. HD, ring shank nails 2X4 wood with SG=0.40 8 8 6d common nails 6 8 2X4 wood with SG=0.40 24 16 1.5 in. long x 0.083 in. shank x 0.187 in. HD, ring shank nails 48 6 0.25 48 No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws 16 16 HardieSoffit Sidings 20 Gauge Steel (min. yield = 33 ksi) TABLE 6 -MAXIMUM WIND SPEEDS (MPH) FOR HARDIESOFFIT SIDING 1 HardieSoffit Sidings 0.25 48 No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws 6 20 Gauge Steel (min. yield = 33 ksi) Client : James Hardie Building Products, Inc. CAE EngineeringReport No.: 2101-2 Date: February 3, 2021 Page 5 of 6 Test Results Perimeter Field Width (inches) Fastener Type2 Product Thickness (inches) Product Fastener Spacing (in.) Design Load (PSF) BBuilding Height3 (feet) Stud Spacing (inches) Frame Type GCpiDCBDExp C Exp D Exp B Wind Exposure Category Coefficients used in Table 6 calculations for Vult 6 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind Exposure Category Kz Kzt Kd GCpC 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable TABLE 6 -MAXIMUM WIND SPEEDS (MPH) FOR HARDIESOFFIT SIDING 1 0-15 193 176 159 150 136 124 -54.0 0.70 0.85 1 h≤60 1 0.85 -1 0.2 20 193 171 156 150 132 121 -54.0 0.70 0.9 1.1 1 0.85 -1 0.2 25 193 167 153 150 129 118 -54.0 0.70 0.94 1.1 1 0.85 -1 0.2 30 193 163 150 150 127 116 -54.0 0.70 0.98 1.2 1 0.85 -1 0.2 35 189 161 148 147 125 115 -54.0 0.73 1.01 1.2 1 0.85 -1 0.2 40 186 159 147 144 123 113 -54.0 0.76 1.04 1.2 1 0.85 -1 0.2 45 183 157 145 141 121 112 -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 1.3 1 0.85 -1 0.2 55 178 154 142 138 119 110 -54.0 0.83 1.11 1.3 1 0.85 -1 0.2 60 176 152 141 136 118 110 -54.0 0.85 1.13 1.3 1 0.85 -1 0.2 100 145 129 121 113 100 94 -54.0 0.99 1.26 1.4 h>60 1 0.85 -2 0.2 Table 6 Footnotes 1. Installation must be in accordance with siding manufacturer's instructions. 2. Screws must penetrate steel framing at minimum 3 full threads. 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 into species of wood other than as noted in the table above. (2) In High Velocity Hurricane Zones (HVHZ) installation must be in accordance with Miami-Dade County Florida, NOA 20.0730-06 HardieSoffit Sidings 0.25 24 6d common nails 4 4 2x4 SPF (SG = 0.42) 24 4. Vasd = nominal design wind speed 5. Vult = ultimate design wind speed 7. 2015 IBC, 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). Linear interpolation of building height (≤ 60 ft) and wind speed is permitted. Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 6 of 6 Referenced Test Report Fastener Type & Dimensions (length x shank dia. x head dia.) Shank Dia., D (in.) Fastener Penetratio n into Wood Framing, P (in.) Load Durtaion Factor Cd Wood Framing SG4 Allowable Withdrawal Capacity1 W' (lb.) Allowable Design Pressure2 (psf) Wind Pressure Area (ft2) Number of Fasteners Single Fastener Tributary Area (ft2) Single Fastener Load @ Design Pressure3 (lb.) Fastener Load @ Design Pressure Exceeds W' (Y/N) Ramtech 11436- 99/1608 1.5 in. long x 0.083 in. shank x 0.187 in. HD, ring shank nails 0.083 1.25 1.6 0.40 47.8 -83.0 2.67 7 0.38 -31.6 NRamtech IC-1228- 93 6d common nails 0.112 1.75 1.6 0.43 52.5 -46.7 5.33 13 0.41 -19.1 N Ramtech IC-1054- 89 No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws 0.164 61.9 -56.6 5.33 13 0.41 -23.2 N Ramtech IC-1055- 89 No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws 0.164 61.9 -30.6 8.00 15 0.53 -16.3 NIntertek Test Report No. 100438172COQ- 003 2-in. long x 0.092 in. x 0.235- in. HD siding nails 0.092 1.75 1.6 0.42 40.6 -49.8 4.00 17 0.24 -11.7 NIntertek Test Report No. 100438172COQ- 003 6d common nails 0.113 1.75 1.6 0.42 49.9 -54.0 4.00 17 0.24 -12.7 N Table 1B Footnotes: 2Allowable design load from Table 1 of this analysis (i.e., test values) 3Single fastener load = design pressure x effective fastener tributary area. Example, Single Fastener Load = 83 x 0.38 = 31.6 lb for ring shank nail. 4SG are published values from NDS based on wood species. Ramtech Test Report 11436-99/1608 indicated SG of 0.40 with no reported wood species. Conclusion: Thus, since the fastener load values as tested did not exceed W', there are no adjustments made to the allowable design pressures. TABLE 7 - HARDIESOFFIT SIDING FASTENER CAPACITY 1Nails Allowable Withdrawal Capacity (W') is calculated per the following NDS-2018 equations: Eq. 12.2-3: W' = Cd x 1380 x G2.5 x D x P (for smooth shank nails) Eq. 12.2-5: W' = Cd x 1800 x G2 x D x P (for deformed shank nails) Fastener driven into 20-gage 33- ksi steel with W' value from ARLTest Report 29278 Fastener driven into 20-gage 33- ksi steel with W' value from ARLTest Report 29278