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2323 Seminole Rd RESO24-0010 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: JONES BRUCE ROBERT 1102 RIVER RD ORANGE PARK FL 32073 COMPANY:ADDRESS:CITY:STATE:ZIP: BEETREE HOMES 11222 St Johns Industrial Pkwy Suite 6 JACKSONVILLE FL 32246 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 168908 1210 BLUFFS JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2323 SEMINOLE RD RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER Replace fence and install Hardi Shake Siding $4000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 2/6/2024 PERMIT NUMBER RESO24-0010 ISSUED: 2/6/2024 EXPIRES: 8/4/2024 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $216.50 2 of 2Issued Date: 2/6/2024 PERMIT NUMBER RESO24-0010 ISSUED: 2/6/2024 EXPIRES: 8/4/2024 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Replace fence and install Hardi Shake Siding 2323 SEMINOLE RD BEETREE HOMES RESO24-0010 11-,v ,. BUILDING PERMIT APPLICATION FOR INTERNAL OFFICE USE ONLY 0:' City of Atlantic Beach Building Department PERMIT# VEc U2 y"W1 U r..) 800 Seminole Road, Atlantic Beach, FL 32233 ALL information required to process o;>>'' Phone: (904) 247-5826 Email: Building-Dept@COab.uS RE# 168908-1210 Job Address 2323 Seminole Road Legal Description Bluffs Unit 2, Lot 5, undivided 1/15 interest in common area Valuation of Work(Replacement Cost) 4000.00 Heated/Cooled SF Non-Heated/Cooled SF Class of Work: New DAddition EAlteration ORepair Move ['Demo Pool Window/Door Use of existing/proposed structure(s): Commercial OResidential •If existing structure, is a fire sprinkler system installed?:Des 0 No Will tree(s)be removed in association with proposed project? Yes (Must submit separate Tree Removal Permit) 0 No Describe in detail the type of work to be performed: replace 15 linear feet of shadowbox fence material at rear of home. install approximately 250 sf of hardi shake style siding on the front of the home. Florida Product Approval# For multiple products use Product Approval Information Sheet) Property Owner Information Name Bruce Jones Phone 904- 652-3121 Address 2323 Seminole Road City Atlantic Beach State FL Zip 32233 Email Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company BeeTree Homes, Inc Phone 904- 502-2942 Address 11222 St Johns Industrial Pkwy, Suite 6 City Jacksonville State FL Zip 32246 Qualifying Agent Charles Hosea State Certification/Registration# CBC#1257713 Email chuckhosea@beetreehomes.com Job Site Contact Number 9045022942 Worker's Compensation Insurer Builders Insurance Group OR Exempt Expiration Date 12/1/2024 Architect's Name Email Phone Engineer's Name Email Phone i Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found inthepublicrecordsofthiscity/county,and there may be additional permits required from other governmental entities such as watermanagementdistricts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE SITE OF THE IMPROVEMENT BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO: 'EY BEFORE RECORDING YOUR NOTIC • ' C o M ENCEMENT. S '' Signature of Contractor)a e of owner or Agent) Signed and savor o(• affirmed)before me this 3 day of Signed and sworn to(or affirmed)before me th•is 3(si-v day of L. » ., 2-04 y by dt 'c e fi.0,d 5 nt , 2-02- by d S -14 ar x. Signature of •tart' ' / 1f Signature of Notary Persona I_ .•. . •dj.,. LL.:.----- -- ntification Personally Know OR [ ..}''roduced Identification ill CHARLES HOSEA Type of Identification: L !!l- Type of Ide fi•1 st f.. . yp EXPIRES:June 13,2025 VANESSA ANGERS til.f. !' Bonded Thin Notary Public U ere MY COMMISSION#HH 244118 e` EXPIRES:March 23,2026 cii,S 0 E 2@ @ m W NJ M k@ 2 P. w 92 m \\ / 2 / /I- Q / I 2 > o [ } ,, - o > [ £ G / § n ill m{ } \ \ \ \ § [ ko / } § UHal \ Cr k ƒ vo % $ & § 9 } 7 £ k k @a \ 3 § - k Hil zil4i qE - g » c al0. co 3 > 04n-\} / CD Jm I o k \ ¢ q k © I 5, \ƒ cp; \ I- 0 - a-- k coKr ± 2 7 & g I J E % } 0. CC 2 n VII m Er m 2 3a % 1 G 2 fst\\ I C.OJ r)n F. I 0 Cr p' m oro 37 0.3 2 CO e =q CO 3 ( q a, 0 I 2 / 3 a 0 o«70 Do Q EEa I { a2 m o 3k l'-' s O p r 'O .-- f.+ n N f+ N r-A r l0 03 V O) (11 a A W N i--b ,y N 8 l0 90':- 4 O' to A W N t-+ D 0J001tPOAWN N O or z v± 3 W O 2 7o C D 8 G1 3 G7 * !") ,. ''^ g+ v_± Z R '. v+ ,a ^ fl C A c O O O c. ' O O O H N aD t a c 0 T O; m m - cs 00 N c O p y 0 0 00 Q .+ 0 T » tD a N N _ 3 rd D 7 3 m = C ' 3 Z ( uD = 3 Q 1 0- O = i cra Dco m of =` ,0.. o, 000 - -a W 00 r0 v °n, in G.1 o w O £ r 7 -0 N O. Q c 7 n r N '0 d fl. N 7 p C vii O ff..' + C .'-. 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DIVISION: 06 00 00—WOOD, PLASTICS AND 2.0 USES COMPOSITES James Hardie fiber-cement panels, plank lap siding, and Section: 06 16 00—Sheathing cladding shingles are used as exterior wall covering. The DIVISION: 07 00 00—THERMAL AND MOISTURE products comply with 2021 and 2018 IBC Section 1403.10 PROTECTION 2015, 2012, 2009 and 2006 IBC Sections 1404.10]and IRC Section: 07 46 46—Fiber-Cement Siding Section R703.10. The products may be used on exterior walls required to be of Type I, II, Ill or IV construction(IBC). REPORT HOLDER: 3. 0 DESCRIPTION JAMES HARDIE BUILDING PRODUCTS, INC. 3.1 General: The exterior sidings are single-faced, cellulose fiber– EVALUATION SUBJECT: reinforced cement(fiber-cement) products. Exterior sidings are identified as Hardie°Shingle panels, Hardie°Plank HARDIE°SHINGLE PANELS, HARDIE°PLANK LAP (Cemplank®, Prevail°, and RFC®) lap siding, Artisan° Lap SIDING, ARTISAN° LAP SIDING, AND Siding, and Hardie°Shingle individual shingles. HARDIE°SHINGLE INDIVIDUAL SHINGLES The products comply with ASTM C1186,as Grade II,Type 1.0 EVALUATION SCOPE A; have a flame-spread index of 0 and a smoke-developed index of 5 when tested in accordance with ASTM E84; and 1. 1 Compliance with the following codes: are classified as noncombustible when tested in accordance 2021, 2018, 2015, 2012, 2009 and 2006 International with ASTM E136. Thermal conductance (K) and resistance Building Code®(IBC) R) values for the products are as shown in Table 2 of this report, based on testing in accordance with ASTM C177. 2021, 2018, 2015, 2012, 2009 and 2006 International Residential Code®(IRC) 2013 Abu Dhabi International Building Code(ADIBC)t The attributes of the fiber-cement sidings have been verified as conforming to the provisions of(i)ICC 700-2020, ICC 700-2015 and ICC 700-2012 Sections 602.1.6 and The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 11.602.1.6 for termite-resistant materials; and (ii) ICC 700- in this report are the same sections in the ADIBC. 2008 Section 602.8 for termite-resistant materials. Note that Properties evaluated:decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific Weather protection provisions that may be contingent upon meeting specific Structural conditions,and the verification of those conditions is outside the scope of this report. These codes or standards often Types I, II, Ill, and IV(noncombustible)construction provide supplemental information as guidance. Fire-resistance-rated construction 3.2 Siding: Thermal resistance Hardie°Shingle panels,Hardie°Plank(Cemplank°,Prevail°, 1.2 Evaluation to the following green standards: and RFC®) lap siding, Artisan° Lap Siding, and Hardie°Shingle individual shingles are supplied either 2020, 2015, 2012 and 2008 ICC 700 National Green StandardT"^ (ICC 700-2020, ICC 700-2015, ICC coated, or uncoated for subsequent application of a Building tan ICC 700 2008) compatible exterior-grade top coat. Nominal product dimensions are noted in Table 1. Attributes verified: The products are available in a variety of finish textures. See Section 3.1 Hardie°Shingle panels are offered in three configurations: l('('-/:.ti Eva/thorn,'Reports are not to he construed as representing aesthetics or ant.other attributes not specifically addressed.nor are they to he construed 1\ /__as an endorsement of the subject opt/re report or a recommendation for ns use.There is no warranty by I('('Evaluation Service.1. 1.(',express or milked,as a _ - to any finding or other mailer in this report,or as to any product covered by the report. II - Copyright 0 2023 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 31 ESR-2290 I Most Widely Accepted and Trusted Page 2 of 31 half-round, staggered-edge, and square-edge. solid course of planks. The plank must then be fastened to Hardie®Shingle individual shingles are offered in two the framing with corrosion-resistant fasteners. The abutting configurations: staggered-edge and square-edge. plank must be positioned and fastened into place ensuring 3.3 Fasteners: that the lower edges of the two planks align. The metal device must be located centrally over the vertical joint. Fastener type, size, spacing and installation method must Vertical joints between planks must be lightly butted or be as shown in the tables of this report. Fasteners must be gapped and must be protected by one of the following made from corrosion resistant steel. methods: (a) sealed with caulking in accordance with the 4.0 DESIGN AND INSTALLATION caulk manufacturer's published gapping requirements and 4.1 Design: caulking application instructions; or (b) covered with an H-section joint cover; or (c) located over a strip of Walls: The maximum basic wind speeds for positive or non-perforated flashing complying with ASTM D226,Type I negative transverse load resistance of Hardie®Shingle ®) felt, or other approved flashing. Trim and corners must be panels, Hardie®Plank(Cemplank®, Prevail®,and RFC®) lap installed,and the siding must be finished in accordance with siding, Artisan® Lap Siding, and Hardie®Shingle individual the manufacturer's application instructions. A 1/8-inch shingles are presented in Tables 3 through 13. 3. 2 mm)gap must be left at locations where the siding butts 4.2 Installation: against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the 4.2.1 General: Installation must comply with this report, and a copy of this report must be available at all times on applicable code, then caulked. Horizontal joints must be the jobsite during installation. All products may be cut to flashed with Z-flashing and occur over solid blocking or shape on-site by the score-and-snap method using a score- wood structural panel sheathing. and-snap knife, a hand guillotine or a handsaw utilizing a 4.2.4 Artisan® Lap Siding: When installation is on wood carbide blade. A clear distance of 6 inches (152 mm) must framing members, metal framing members, or wood be maintained between the siding and the earth. Unless structural sheathing, the lap siding must be fastened otherwise noted in this report,the products must be installed through the top edge of single planks (blind nailed) in in accordance with 2021 and 2018 IBC Section 1404.16; accordance with the provisions of Table 4 of this report. A 2015, 2012, and 2009 IBC Section 1405.16; 2006 IBC water-resistive barrier must be applied over wood or metal Sections 1405.15, 1405.16, and 1405.17; 2021, 2018 and framing or wood structural panel sheathing in accordance 2015 IRC Section R703.10 and Table R703.3; 2012, 2009, with the applicable code. Lap siding installed over walls and 2006 IRC Section R703.10 and Table R703.4, as constructed of concrete masonry units complying with applicable. ASTM C90 must be applied in accordance with Tables 5 4.2. 2 Hardie'Shingle Panels: When installation is on through 10. The lap siding requires the use of a starter strip wood or metal framing members, with or without wood to set the first course on the proper angle and to create a structural panel sheathing,a water-resistive barrier must be drip edge. applied over the wood or metal framing members or wood Vertical joints must be made off-stud. Joints may be structural panel sheathing in accordance with the applicable located centrally between studs but no closer than 4 inches code. The panels must be fastened in accordance with the (102 mm)from the edge of a stud. Nails must not be placed provisions of Table 4 of this report. within 1 inch (25.4 mm) of the end of the planks. Vertical A'/e inch(3.2 mm)gap must be left at locations where the joints must be staggered on subsequent courses. The plank siding butts against door and window trim and at internal or must then be fastened to the framing with corrosion- external corners; such gaps must be flashed in accordance resistant fasteners. with the applicable code, then caulked. Vertical joints must Vertical joints between planks must be lightly butted and occur over framing members and must be sealed with must be located over a strip of non-perforated flashing caulking or covered with battens. Horizontal joints must be complying with ASTM D226, Type I felt, or other approved flashed with metal Z-flashing and occur over solid blocking flashing. Trim and corners must be installed,and the siding or wood structural panel sheathing. must be finished in accordance with the manufacturer's 4.2.3 Hardie°Plank (Cemplank®, Prevail®, and RFC°) application instructions. A'/s inch(3. 2 mm)gap must be left Lap Siding:When installation is on wood framing members, at the locations where the siding butts against door and metal framing members, or wood structural sheathing, the window trim and at internal or external corners; such gaps lap siding must be fastened either through the overlapping must be flashed in accordance with the applicable code, planks(face nailed)or through the top edge of single planks then caulked. Horizontal joints must be flashed with blind nailed)in accordance with the provisions of Table 4 of Z-flashing and must occur over solid blocking or wood this report. A water-resistive barrier must be applied over structural panel sheathing. wood or metal framing members or wood structural panel 4.2. 5 Hardie°Shingle Individual Shingles: When sheathing in accordance with the applicable code. Lap installed on wood structural panel sheathing, the cladding siding installed over walls constructed of concrete masonry shingles are fastened in accordance with the provisions of units complying with ASTM C90 must be applied in either Table 11, 12, or 13 of this report. A water-resistive accordance with Tables 5 through 10. The lap siding barrier in accordance with the applicable code must be requires the use of a starter strip to set the first course on applied over the wood-based sheathing substrate to which the proper angle and to create a drip edge. the shingles are attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip to off-stud splice device" is installed or where the planks are set the first course on the proper angle and to create a drip installed to wood structural panel sheathing complying with edge. The nominally 1'/4-inch-wide-by-'/a-inch-thick starter the applicable code,and must be staggered on subsequent strip and a minimum 8'/4-inch-wide (210 mm) Hardie®Plank courses. Where the"off-stud splice device" is installed, the (Cemplank®, Prevail®, and RFC®) lap siding starter course splice device's bottom lip must be placed over the adjacent are installed over the water-resistive barrier with the bottom ESR-2290 I Most Widely Accepted and Trusted Page 3 of 31 of the starter strip and starter course even with the bottom ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC of the bottom plate. Shingles are spaced a maximum of (-2005 for the 2009 and 2006 IBC or IRC): 1/ 4 inch (6.4 mm) apart, leaving a minimum side lap of 1. Maximum 100 percent of full allowable axial 11/ 2 inches (38 mm) between the joints of successive compressive design load permitted for the wood courses. Fasteners must be spaced a minimum of 3/ 4 inch species. 19 mm) and a maximum of 1 inch (25.4 mm)from shingle edges and must be positioned to be covered a nominal 2. Maximum allowable wood axial stress of 0.78 Fc,which 11/ 4 inches by the succeeding shingle course; for 12-inch- must not exceed 0.78 Fc at a slenderness ratio le/d wide (305 mm) shingles, the third nail (see Table 14) must of 33. be installed mid-span of the shingle. Nails must secure 5.0 CONDITIONS OF USE shingles but must not be over-driven.Trim and corners must be installed, and the shingles must be finished in The Hardie®Shingle panels, Hardie®Plank (Cemplank®, accordance with the manufacturer's application instructions. Prevail®, and RFC®) lap siding, Artisan® Lap Siding, and A 1/ 8-inch (3.2 mm) gap must be left at locations where the Hardie®Shingle individual shingles described in this report shingle butts against door and window trim and at internal comply with, or are suitable alternatives to what is specified or external corners; such gaps must be flashed in in,those codes listed in Section 1.0 of this report, subject to accordance with the applicable code, then caulked. the following conditions: Horizontal joints must be flashed with Z-flashing. 5.1 James Hardie® Building Products, Inc, products listed 4.3 Fire-resistance-rated Wall Assembly (Hardie°Plank in this report must be installed in accordance with this Cemplank®, Prevail®,and RFC®) Lap Siding): report and the manufacturer's published installation instructions. In the event of a conflict between this The asymmetrical, load-bearing, one-hour fire-resistance- report and the manufacturer's instructions, this report rated wall assembly must consist of nominally 2-by-4 wood governs. studs spaced a maximum of 24 inches(610 mm)on center, with two top plates and a single bottom plate. One layer of 5.2 Hardie®Shingle panels, Hardie®Plank (Cemplank®, 5/5-inch-thick (15.9), Type X, gypsum wallboard complying Prevail®, and RFC®) lap siding, Artisan® Lap Siding, with ASTM C36 or ASTM C1396, 48 inches (1219 mm) and Hardie®Shingle individual shingles must be wide, must be applied vertically to the interior face of the installed on exterior walls braced in accordance the studs and secured with minimum 13/ 4-inch-long (44 mm) applicable code. cup-head gypsum wallboard nails, spaced 7 inches 5.3 Design wind speeds applied to James Hardie®sidings 178 mm) on center at board edges and intermediate described in this report must be determined in framing members. All board joints must be backed by accordance with the applicable code and must be less framing. The 5/6-inch-thick (15.9 mm), Type X, gypsum than those shown in the wind speed tables in this wallboard joints and nail heads must be finished in report. accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of/2-inch-thick 5.4 The sidings must be installed over a code-complying 12.7 mm), Type X, water-resistant core treated gypsum water-resistive barrier and as noted in this report. sheathing complying with ASTM C36 or ASTM C1396 5.5 For use in fire-resistance-rated construction, and one layer of maximum 12-inch-wide (305 mm) installation must be in accordance with Section 4.3. Hardie®Plank (Cemplank®, Prevail®, and RFC®) lap siding lapped a minimum of 11/ 4 inches (32 mm). The 5. 6 Flashing must be installed at all penetrations and 1/ 2-inch-thick (12.7 mm), Type X, water-resistant core- terminations in accordance with the applicable code. treated gypsum sheathing must be applied vertically to the 5. 7 Under the 2021 and 2018 IBC Section 1402.5; and exterior side of the framing members with vertical edges 2015 or 2012 IBC, Section 1403.5, installation on staggered 24 inches (610 mm) from the joints on the exterior walls of buildings of Type I, II, Ill, and IV opposite side. All board joints must be backed by framing. construction is limited to buildings that are not greater The 1/2-inch-thick (12.7 mm), Type X, water-resistant than 40 feet in height above grade plane and that core-treated gypsum sheathing must be fastened to the feature a combustible water-resistive barrier,except as framing members with 13/ 4-inch-long (44 mm) roofing nails permitted under Exception 2 of the 2021 and 2018 IBC spaced 7 inches(178 mm)on center in the field and 4 inches Section 1402.5 and 2015 IBC Section 1403.5. 102 mm)on center along the perimeter of each board.The outer layer of 5/16-inch-thick (7.5 mm), minimum 5. 8 The products are manufactured at the following 12-inch-wide(305 mm)Hardie®Plank(Cemplank®, Prevail®, locations,with quality control inspections by ICC-ES: and RFC®) lap siding must be applied over Cleburne,Texas the 1/2-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing by attaching 11/ 2-inch-wide Peru, Illinois 38 mm) Hardie®Plank (Cemplank®, Prevail®, and RFC®)Plant City, Floridastarterstripsthroughthegypsumsheathingintothe bottom plate and 12-inch-wide (305 mm) Hardie°Plank Prattville,Alabama Cemplank®, Prevail®, and RFC®) lap siding applied Virginia horizontally with a minimum nominally 11/ 4-inch head lap, Pulaski, r g and fastening with a single 6d corrosion-resistant common Sparks, Nevada nail driven through the lapped planks into each stud. Tacoma, Washington The axial load must be the lesser of the following,provided structural consideration for axial, flexural and bearing Waxahachie,Texas perpendicular-to-grain stresses is in accordance with Fontana, California ANSI/AWC NDS-2018 for the 2021, 2018 IBC and IRC; ANSI/AWC NDS-2015 for the 2015 IBC and IRC; Summerville, South Carolina ESR-2290 I Most Widely Accepted and Trusted Page 4 of 31 6.0 EVIDENCE SUBMITTED number,the product name,the name of the inspection agency, ICC-ES, and the evaluation report number Data in accordance with the ICC-ES Acceptance Criteria for ESR 2290). Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated October 2020(editorially revised December 2020). 7. 2 The report holder's contact information is the following: 7.0 IDENTIFICATION JAMES HARDIE BUILDING PRODUCTS, INC. 7.1 Pallets of the James Hardie® Building Products, Inc., 10901 ELM AVENUE Hardie®Shingle panels, Hardie®Plank (Cemplank®, FONTANA, CALIFORNIA 92337 Prevail®, and RFC'®) lap siding, Artisan® Lap Siding, 909) 942-7343 and Hardie®Shingle shingles must carry a label www.iameshardie.com bearing the manufacturer's name and telephone infoCa)iameshardie.com TABLE 1-STANDARD NOMINAL PANEL,PLANK AND SHINGLE DIMENSIONS iPRODUCT WIDTH(INCHES) LENGTH THICKNESSES I INCHES) Hardie°Plank lap siding 4,5'li,6,61/ 4,7'14,7'/2,8, 12, 14 feet 5115 8/4,9/4,9/2&12 Artisans lap siding,5'/4, 71/ 4, 81/ 4 12, 14 feet 5/6 I51/4,6,6'/4,71/4,7'12,8, Cemplank®lap siding 8'14 91/ 2&12 12, 14 feet 5/'6 Prevail°lap siding 51/ 4,6,6114,71/ 4, 7'/2,8, 12, 14 feet She 81/4,9/2&12 RFC®lap siding 61/ 4, 71/ 2, 81/ 4,9'/2&12 12, 14 feet 5/15 Hardie®Shingle 5-inch exposure 48 14 inches 1/4 square&staggered edge) Hardie°Shingle 7-inch exposure 48 15'/4, 157/ 5 inches 1/4 square&staggered edge) Hardie®Shingle panel 48 16 inches 1/4 square&staggered edge) Hardie®Shingle panel 48 16, 19 inches 4 half round) Hardie2'Shingle individual shingles 5- 3'/2 41/ 2,5'/27, 83/ 4 14 inches 1/4 inch exposure Hardie°Shingle individual shingles 7- 43/ 16, 51/ 2, 63/ 4, 71/ 4, 10, 15114 inches 1/4 inch exposure Hardie®Shingle individual shingles 6,8,&12 18 inches 1/4 For SI: 1 inch=25.4 mm, 1 ft=305 mm. TABLE 2-"K"and"R"VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS3 CONDUCTANCE' RESISTANCE' CONDUCTANCE2 RESISTANCE2 INCH) KEFF=(BTU/HR-FT2-°F)/INCH R=1/KEFF KEFF) R) 1/ 4 1.95 0.51 7.80 0.13 5/ 16 2. 07 0.48 6.62 0.15 For SI: 1 inch=25.4 mm, 1 Btu/h- ft2-°F=5.678 W/m2-K. Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. 0 li 0 0 ESR-2290 I Most Widely Accepted and Trusted Page 5 of 31 TABLE 3-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph) 2015 IBCIIRC and 2012 IRC,2009 2012 IBC IBCIIRC,2006 ( Ultimate Design Wind Speed,Vw, ), IBCIIRCBasicWind 2021 and 2018 IBCIIRC(Basic Speed,V..14.6. 9.12) Design Wind Speed, V,o.n) EXPOSURE EXPOSURE CATEGORY CATEGORY FASTENER STUD BLDG. PRODUCT THICK FASTENER SPACING FRAME SPACING HEIGHT IN.) TYPE IN.) TYPE IN.) FT.) BCDBC D Attached 0-15 126 85 - 163 110 - HardiexShingle 0.090"shank x to'h6" '/ s"WSP Panel straight or , 0.215"HD x 1'/2" wood 20 121 85 156 110 g 4 13.75 structural attached to half round long ring shank panel framing per 40 105 85 136 110 installation) nails code sheathingonly 60 95 - - 123 - - Attached 0-15 105 85 - 136 110 - 0.090"shank x to l,6" '/, a'WSP HardiesShingle0.215"HD x 1'12" wood attached to 20 105 136 Panel(staggered '14 13.75 structural framingperlongringshank 40 95 - - 123 - - installation) nails panel code sheathingonly 60 85 - - 110 - Attached 0-15 158 143 130 204 185 168 to'/i6" 0.090"shank xwoo 7/ 16"WSP 20 158 139 127 204 179 164 HardieeShingle0.215"HD x 1'/2- attached to 8 structural Panel long ring shank panel framing per 40 152 130 120 196 168 155 nails sheathing code only 60 143 124 115 185 160 148 Attached 0-15 172 156 142 222 201 183 0.090"shank x to 7/ 16" '/,8 WSP Hardie®Shingle 0.215"HD x 1'/2" wo attached to 20 172 151 138 222 195 178 Panel long ring shank 6 structural framing eper 40 165 141 130 213 182 168 nail sheathingonly 60 156 135 126 201 174 163 HardieNail 7"Attached 0-15 113 102 93 146 132 120 Studless Siding exposure, to 7/i6" Fastener s WSP 20 113 100 91 146 129 117 Hardie®Shin le TetraGrip), nailed at woodattached to Panel g 117"x 1.125"x 16"o.c. structural framing per 40 108 93 86 140 120 110 3" horizontal) panel code PART#650867 and 7"o.c. sheathing 60 102 89 - 132 115 - or#650964) ( vertical) only Nominal 0-15 168 137 116 217 177 150 2x4'or 0.083"shank x Min.No. 20 168 137 116 217 177 150 Hardie'Shingle0.187"HD x 1'/2" at each 20 ga.x 16 Panel long ring shank stud3 3.62"x 40 168 126 105 217 163 136 nail2 1.375"Metal 60 158 116 105 204 150 136 C-studNominal 0-15 147 105 85 190 136 110 2x4'or 0.083"shank x Min.No. 20 137 100 85 177 129 110 Hardie'Shingle0.187"HD x 1'/2" at each 20 ga.x Panel 4 long ring shank stud'3.62"x 24 40 126 95 - 163 123 - nail2 1.375"Metal 60 116 89 - 150 115 - C-stud For SI:1 foot=305 mm,1 inch=25. 4 mm,1 mph-0.44 m/s. Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members,fasteners must be ET&F Fastening Systems.Inc.ET&F Panelfasts nail,ET&F No.AGS-100-0150,head diameter=0.313 in.,shank diameter=0.100 in.,length=1.5 in.Metal studs must be minimum Fy=33 ksi. For application to ASTM C90 concrete masonry unit wall,fasteners must be either ET&F Fastening Systems,Inc.ET&F block nail(ET&F No.ASM-144-0125. head dia.=0. 30 in.,shank dia.=0.14 in.,length=1.25 in.),Max System block nail(CP-C 832 W7-ICC.head diameter.=0.30 in..shank diameter.=0.15 in.,length 3 1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.25 in.)applied at the equivalent fastener or stud spacing. Wind speed design assumptions per Section 6. 5,Method 2,of ASCE 7-05:1=1.0,Kn=1,K3=0.85,GC„,=0.18.,GCo=-1.4. For application to wood framing or wood-based sheathing,the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. 6Vmd=nominal design wind speed. VAR=ultimate design wind speed. 6Wrnd speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18.GCp=-1.4. 62015 and 2012 IBC Section 1609.3.1,Eqn. 16- 33, Vasd=Voa v0.6 0 V=basic design wind speed Wind speed design assumptions per Section 30.3.of ASCE 7-16:Kz,=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 12 2021 IBC Section 1609.3.1,Eqn.16- 17 and 2018 IBC Section 1609.3.1.Eqn. 16-33, Vasd=V 13 Smooth-shank stainless steel nails are outside of the scope of this report. ESR-2290 I Most Widely Accepted and Trusted Page 6 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design 2021 and Wind Speed, IBC/IRC V„11 Basic Wind Speed, Vasd3'9.12.15) 2018 IBC/IRC Basic Design Wind Speed,V'314) PRODUCT EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT7YPEa•16 METHOD2 TYPE"8 SPACING HEIGHT THICK. WIDTH IN.) FT.) B C D B C D Min. 0-15 168 168 147 217 217 190 ET&F pin No.20 0.100"x ga.x 20 168 168 147 217 217 190 HardieePlank 5/ 15 4 1.5"x 0.25" Face Nailed 3.62"x 16 1.375" 40 168 158 137 217 204 177 HD MetalC-stud 60 168 147 126 217 190 163 Min. 0-15 168 168 147 217 217 190 ET&F pin No.20 0.100'x ga.x 20 168 168 147 217 217 190 Hardie®Plank 5/, 5 6 1.5"x 0.25" Face Nailed 3.62"x 16 HD 1.375" 40 168 158 137 217 204 177 MetalC-stud 60 168 147 126 217 190 163 Min. 0-15 168 168 147 217 217 190 ET&F pin No.20 0 100"x ga.x 20 168 168 137 217 217 177 HardieePlank 5/ 18 6'/41.5"x 0. 25" Face Nailed 3.62"x 16 HD 1.375" 40 168 158 137 217 204 177 MetalC-stud 60 168 147 126 217 190 163 Min. 0-15 168 158 126 217 204 163 ET&F pin No.20 71/ 4 or 0.100"x ga.x 20 168 147 126 217 190 163 HardieePlank 5/ 1s Face Nailed 3.62"x 16 71/ 2 1.5"x 0.25" 1.375" 40 168 137 121 217 177 156 HD MetalC-stud 60 168 126 116 217 163 150 Min. 0-15 168 147 126 217 190 163 ET&F pin No.20 0.100"x ga.x 20 168 147 126 217 190 163 HardieePlank 5/, 5 8 Face Nailed 3.62"x 16 1.5"x 0.25" 1.375" 40 168 137 116 217 177 150 HD MetalC-stud 60 168 126 105 217 163 136 Min. 0-15 168 147 126 217 190 163 ET&F pin No.20 0.100"x ga.x 20 168 147 116 217 190 150 HardieePlank 5/, 6 81/ 4 1.5"x 0.25" Face Nailed 3.62"x 16 1.375" 40 168 131 116 217 169 150 HD MetalC-stud 60 158 126 105 204 163 136 Min. 0-15 168 137 116 217 177 150 ET&F pin No.20 9'/,or 0.100 x ga.x 20 168 137 116 217 177 150 HardieePlank 5/16FaceNailed3.62"x 16 91/2 1.5"x 0.25" 1 375' 40 158 126 105 204 163 136 HD MetalC-stud 60 147 116 105 190 150 136 Min. 0-15 145 131 119 187 169 154 ET&F pin No.20 0.100"x ga.x 20 145 127 116 187 164 150 HardieePlank 5/, s 12 1.5"x 0.25" Face Nailed 3.62"x 16 11 HD 1.375" 40 139 119 110 179 154 142 MetalC-stud 60 131 114 106 169 147 137 Min. 0-15 160 137 116 207 177 150 ET&F pin No.20 0.100"x ga.x 20 160 137 116 207 177 150 HardieePlank 5/, 5 4 1.5"x 0. 25" Face Nailed 3.62"x 24 HD 1.375" 40 154 121 105 199 156 136 MetalC-stud 60 145 116 100 187 150 129 Min. 0-15 160 137 116 207 177 150 ET&F pin No.20 0.100"x ga.x 20 160 137 116 207 177 150 HardieePlank 5/ 16 6 Face Nailed 3.62"x 24 1.5"x 0.25" 1.375" 40 154 121 105 199 156 136 HD MetalC-stud 60 145 116 100 187 150 129 mili ESR-2290 I Most Widely Accepted and Trusted Page 7 of 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBC/IRC Basic Wind Speed, 01n , and V4..3912.15)2018 IBC/IRC(Basic Design Wind Speed, V13.") PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY PRODUCT TYPE4•76 METHOD2 TYPE'8 THICK. WIDTH IN.) FT.) B C D B C D Min. 0-15 160 137 116 207 177 150 No.20 ET&F pin ga.x 20 160 126 110 207 163 142 Hardie°Plank 5/ 16 61/ 4 0.100"x 1.5" Face Nailed 3.62"x 24 x 0.25"HD 1.375" 40 147 121 105 190 156 136 MetalC-stud 60 137 116 95 177 150 123 Min. 0-15 160 116 100 207 150 129 No.20 7'14 or ET&F pin ga.x 20 158 116 95 204 150 123 Hardie°Plank 565 7/2 0.100"x 1.5" Face Nailed 3.62"x 24 x 0.25"HD 1.375" 40 137 105 89 177 136 115 MetalC-stud 60 126 95 89 163 123 115 Min. 0-15 160 116 95 207 150 123 No.20 ET&F pin ga.x 20 158 116 95 204 150 123 Hardie°Plank she 8 0 100"x 1.5" Face Nailed 3.62"x 24 x 0.25"HD 1.375" 40 137 105 89 177 136 115 MetalC-stud 60 126 95 85 163 123 110 Min. 0-15 158 116 95 204 150 123 No.20 ET&F pin ga.x 20 158 105 95 204 136 123 HardiePlank 5118 8'14 0.100"x 1.5" Face Nailed 3.62"x 24 x 0.25"HD 1.375" 40 137 100 85 177 129 110 MetalC-stud 60 126 95 85 163 123 110 Min. 0-15 147 105 85 190 136 110 No.20 9'!4 or ET&F pin ga.x 20 147 105 85 190 136 110 Hardie°Plank 5/, 69,/2 0.100"x 1.5" Face Nailed 3.62"x 24 X 0. 25"HD 1.375" 40 126 95 85 163 123 110 MetalC-stud 60 126 95 - 163 123 - Min. 0-15 106 96 87 137 124 112 No.20 ET&F pin ga.x 20 106 93 85 137 120 110 Hardie®Plank 5116 12 0.100"x 1.5" Face Nailed 3.62"x 24 x 0. 25"HD 1.375" 40 102 87 - 132 112 - MetalC-stud 60 96 - - 124 - - Min. 0- 15 158 126 105 204 163 136 No.20 ET&F pin ga.x 20 158 121 100 204 156 129 HardiePlank 5/ 18 4 0.100"x 1.5" Blind Nailed 3.62"x 16 x 0.313"HD 1.375" 40 147 110 95 190 142 123 MetalC-stud 60 137 105 95 177 136 123 Min. 0-15 158 126 105 204 163 136 No.20 ET&F pin ga x 20 158 121 100 204 156 129 Hardie°Plank 5/ 16 6 0.100"x 1.5" Blind Nailed 3.62"x 16 x 0.313"HD 1.375" 40 147 110 95 190 142 123 MetalC-stud 60 137 105 95 177 136 123 Min. 0-15 168 116 100 217 150 129 No.20 ET&F pin ga.x 20 158 116 95 204 150 123 Hardie°Plank 5/ 16 6114 0.100"x 1.5" Blind Nailed 3.62"x 16 x 0.313"HD 1.375" 40 137 105 89 177 136 115 MetalC-stud 60 126 100 85 163 129 110 Min. 0-15 147 105 85 190 136 110 No.20 7'!4 or ET&F pin ga.x 20 137 100 85 177 129 110 Hardie°Plank 5/ 167,/2 0.100"x 1.5" Blind Nailed 3.62"x 16 X 0.313"HD 1.375" 40 121 89 156 115 MetalC-stud 60 110 85 - 142 110 - ESR-2290 I Most Widely Accepted and Trusted Page 8 of 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBCIIRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design IBC/IRC Wind Speed, Basic Wind Speed, °" ). 2021 and Vse„„, 5)2018 IBC/IRC(Basic Design Wind Speed, V 3.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY PRODUCT TYPE4•'6 METHOD TYPE'•° THICK. WIDTH IN.) FT.) B C D B C D Min. 0-15 137 95 85 177 123 110 No.20 ET&F pin ga.x 20 126 95 - 163 123 - Hardie°Plank 5/ 16 8 0.100"x 1.5" Blind Nailed 3.67'x 16 x 0.313"HD 1.375" 40 116 85 - 150 110 - MetalC-stud 60 105 85 - 136 110 - Min. 0-15 137 95 - 177 123 - No.20 ET&F pin ga.x 20 126 95 - 163 123 - Hardie°Plank '65 8'/, 0.100"x 1.5" Blind Nailed 3.62"x 16 x 0.313"HD 1.375" 40 116 85 - 150 110 - MetalC-stud 60 105 - - 136 - - Min. 0-15 158 110 95 204 142 123 No.20 ET&F pin ga.x 20 147 105 85 190 136 110 Hardie°Plank 5/ 16 4 0.100"x 1.5" Blind Nailed 3 62"x 24 x 0.313"HD 1.375" 40 126 95 85 163 123 110 MetalC-stud 60 121 95 - 156 123 - Min. 0-15 158 110 95 204 142 123 No.20 ET&F pin ga x 20 147 105 85 190 136 110 Hardie°Plank 5/' 6 6 0.100"x 1.5" Blind Nailed 3.62"x 24 x 0.313"HD 1.375" 40 126 95 85 163 123 110 MetalC-stud 60 121 95 - 156 123 - Min. 0-15 147 105 85 190 136 110 No.20 ET&F pin ga.x 20 137 100 85 177 129 110 Hardie°Plank 5/ 18 61/, 0.100"x 1.5" Blind Nailed 3.62"x 24 x 0.313"HD 1.375" 40 126 95 - 163 123 - MetalC-stud 60 105 89 - 136 115 - Min 0-15 137 95 85 177 123 110 No.20 71l4 or ET&F pin ga.x 20 126 95 - 163 123 - Hardie°Plank 5/, 67,/2 0.100"x 1.5" Blind Nailed 3.62"x 24 x 0.313"HD 1.375" 40 116 85 150 110 MetalC-stud 60 105 85 - 136 110 - Min. 0-15 126 85 - 163 110 - No.20 ET&F pin ga.x 20 116 85 - 150 110 - Hardie°Plank 5/, 6 8 0.100"x 1.5" Blind Nailed 3.62"x 24 x 0.313"HD 1.375" 40 100 - - 129 - - MetalC-stud 60 95 - - 123 - - Min. 0-15 116 - - 150 - - No.20 ET&F pin ga.x 20 105 - - 136 - HardieoPlank '/,6 8'/4 0.100"x 1.5" Blind Nailed 3.62"x 24 x 0.313"HD 1.375" 40 95 - - 123 - - MetalC-stud 60 85 - - 110 - - 0-15 170 170 158 219 219 204 Face Nailed 20 170 169 154 219 218 199 Hardie°Plank 5/ 16 5V4 6c1 common Through 2X4 16 plank wood 40 170 157 145 219 203 187 overlap 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 Face Nailed 20 170 151 138 219 195 178 Through 2X4 HardietPlank 5h6 6'/4 6d common wood 16 plank 40 164 140 130 218 181 167 overlap 60 155 135 125 207 174 161 4_ ESR-2290 I Most Widely Accepted and Trusted Page 9 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC 2006 Ultimate Design IBC/ Wind Speed, IBC/IRC V0n1D"),2021 and Basic Wind Speed, 2018 IBC/IRC(Basic Vs° 3.9.12.15) Design Wind Speed, V13.14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY PRODUCT TYPE4•16 METHOD' TYPE18 THICK. WIDTH IN.) FT.) B C D B C D 0-15 156 142 129 202 183 166 Face Nailed PO 156 138 126 202 178 162 Hardie°Plank 5/ 16 7114 6d common Through 2X4 16 plank wood 40 150 128 118 193 165 153 overlap 60 142 123 114 183 159 147 0-15 153 139 126 197 179 163 Face Nailed 20 153 135 123 197 174 159 Hardie°Plank 51,6 71/ 2 6d common Through 2X4 16 plank wood 40 147 125 116 190 162 150 overlap 60 139 120 112 179 155 144 0-15 147 134 121 190 172 157 Face Nailed 20 147 130 118 190 168 153 HardieePlank Sl,5 8 6d common Throughplankwood 16 40 141 121 111 182 156 144 overlap 60 134 116 108 172 150 139 0-15 145 131 119 187 169 154 Face Nailed 20 145 127 116 187 165 150 Hardie°Plank 5/ 16 8114 6d common Through 2X4 16 plank wood 40 139 119 110 179 153 141 overlap 60 131 114 106 169 147 136 0-15 135 123 111 175 158 144 Face Nailed 20 135 119 109 175 154 141 Hardie°Plank 51,5 9114 6d common Through 2X4 16 plank wood 40 130 111 102 168 143 132 overlap 60 123 106 99 158 137 128 0-15 133 121 110 172 156 142 Face Nailed 20 133 117 107 172 152 138 2X4 Hardie6'Plank 5/, 6 91/ 2 6d common Tplankh wood 16 40 128 109 101 165 141 130 overlap 60 121 105 97 156 135 126 0-15 156 142 129 201 183 166 Face Nailed 20 156 138 126 201 178 162 2X4 Hardie°Plank 5/ 16 51/ 4 6d common Throu plankh wood 24 40 150 128 118 193 165 153 overlap 60 142 123 114 183 159 147 0-15 140 127 115 180 164 149 Face Nailed 20 140 123 112 180 159 145 Hardie°Plank 5/ 16 61/ 4 6d common Through 2X4 24 plank wood 40 134 115 106 173 148 137 overlap 60 127 110 102 164 142 132 0-15 127 116 105 165 149 136 Face Nailed 20 127 112 103 165 145 132 Hardie°Plank 5/ 16 71/ 4 6d common Through 2X4 plank wood 24 40 122 105 97 158 135 125 overlap 60 116 100 93 149 130 120 0-15 125 113 103 161 146 133 l1 Face Nailed 20 125 110 100 161 142 130 Hardie°Plank 51,6 7'/2 6d common Through 2X4 24 plank wood 40 120 102 95 155 132 122 overlap 60 113 98 91 146 127 118 ESR-2290 I Most Widely Accepted and Trusted Page 10 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBCIIRC V,,10. 11) 2021 and Basic Wind Speed, 2018 IBC/IRC(Basic V "1216) Design Wind Speed, V13,14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE IN.) FT.) B C D B C D 0-15 120 109 99 155 141 128 Face Nailed 20 120 106 97 155 137 125 Hardie'Plank 5116 8 6d common Throu plankh wood 24 40 115 99 91 149 127 117 overlap 60 109 95 88 141 122 113 0-15 118 107 97 152 138 126 Face Nailed20 118 104 95 152 134 123 2X4 Hardie*Plank 5/ l6 8'/4 6d common Throu plankh wood 24 40 113 97 89 146 125 115 overlap 60 107 93 86 138 120 111 0-15 110 100 91 142 129 117 Face Nailed 20 110 97 89 142 126 115 Hardie®Plank 5/ 1e 91/ 4 6d common Throughlwood 24 40 106 91 137 117 overlap 60 100 87 - 129 112 - 0-15 109 99 90 140 127 116 Face Nailed 20 109 96 87 140 124 113 HardieePlank 5/ 16 91/ 2 6d common Throughplanwood 24 40 104 89 135 115 overlap 60 99 85 - 127 110 - 0-15 170 170 170 219 219 219 Face Nailed 20 170 170 170 219 219 219 HardieePlank 5/ 1e 5'/4 8d common Tplankh wood 16 40 170 170 170 219 219 219 overlap 60 170 170 170 219 219 219 0-15 170 170 170 219 219 219 Face Nailed 20 170 170 170 219 219 219 Hardie®Plank 5116 6V4 8d common Through 2X4 16 plank wood 40 170 170 161 219 219 208 overlap 60 170 168 156 219 217 201 0-15 170 170 160 219 219 207 Face Nailed 20 170 170 157 219 219 203 Hardie®Plank 5/ 16 714 8d common Through 2X4 16 plank wood 40 170 160 147 219 207 190 overlap 60 170 153 142 219 198 183 0-15 170 170 157 219 219 203 Face Nailed 20 170 168 154 219 217 199 Hardie®Plank 5/ 16 7'/2 8d common Through 2X4 16 plank wood 40 170 157 145 219 203 187 overlap 60 170 150 139 219 194 179 0-15 170 167 151 219 216 195 Face Nailed 20 170 162 148 219 209 191 X4 Hardie®Plank 5/ 16 8 8d common Throughplank2wood 16 40 170 151 139 219 195 179 overlap 60 167 144 134 216 186 173 0-15 170 164 149 219 212 192 Face Nailed 20 170 159 145 219 205 187 Hardie®Plank 5/, 6 8'/4 8d Common Throu plankh 2X4 1616 40 170 148 137 219 191 177 overlap 60 164 142 132 212 183 170 ESR-2290 I Most Widely Accepted and Trusted Page 11 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 1 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBCIIRC,2006 Ultimate Design Wind Speed, 1. IBCIIRCV„ n10."), 2021 and Basic Wind Speed, 2018 IBC/IRC(Basic Va. d3. 9.12.15) Design Wind Speed, V13.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE IN.) FT.) B C D B C D 0-15 169 153 139 218 198 179 Face Nailed 20 169 149 136 218 192 176 Hardie®Plank 5/. 6 91/ 4 8d common Through 2X4 16 plank wood 40 162 138 128 209 178 165 overlap 60 153 133 123 198 172 159 0-15 166 151 137 214 195 177 Face Nailed 20 166 146 134 214 188 173 Hardie'Plank 5/, 6 91/ 2 8d common Through 2X4 16 plank wood 40 159 136 126 205 176 163 overlap 60 151 131 121 195 169 156 0-15 160 145 132 207 187 170 Face Nailed 20 160 141 129 207 182 167 Hardie5Plank 5/, 6 5'/4 8d common Tp rouankh wood 24 40 154 131 121 199 169 156 overlap 60 145 126 117 187 163 151 0-15 160 145 132 207 187 170 Face Nailed 20 160 141 129 207 182 167 Hardie®Plank 5/. 5 6'14 8d common Through 2X4 24 plank wood 40 154 131 121 199 169 156 overlap 60 145 126 117 187 163 151 0-15 159 144 131 205 186 169 Face Nailed 20 159 140 128 205 181 165 2X4 Hardie'Plank 5/ 16 61/ 4 8d common Throu plankh wood 24 40 153 130 120 198 168 155 overlap 60 144 125 116 186 161 150 0-15 156 141 128 201 182 165 Face Nailed 20 156 137 125 201 177 161 2X4 Hardie'Plank 5/, e 7'/2 8d common TP ankrouh wood 24 40 150 128 118 194 165 152 overlap 60 141 123 114 182 159 147 0-15 150 136 123 194 176 159 Face Nailed 20 150 132 121 194 170 156 2X4 HardiesPlank 5116 8 8d common Throu plankh wood 24 40 144 123 113 186 159 146 overlap 60 136 118 109 176 152 141 0-15 147 134 121 190 173 156 Face Nailed 20 147 130 118 190 168 152 2X4 HardieePlank 5/ 15 8114 8d common Throu plankh wood 24 40 141 121 111 182 156 143 overlap 60 134 116 108 173 150 139 0-15 138 125 113 178 161 146 Face Nailed 20 138 121 111 178 156 143 2X4 Hardie5Plank 5/ 16 91/ 4 8d common Throu plankh wood 24 40 132 113 104 170 146 134 overlap 60 125 108 101 161 139 130 0-15 136 123 112 176 159 145 Face Nailed 20 136 120 109 176 155 141 Hardie®Plank 5/. 5 9'/2 8d common Through 2X4 24 plank wood 40 130 111 103 168 143 133 overlap 60 123 107 99 159 138 128 ESR-2290 I Most Widely Accepted and Trusted Page 12 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design IBCIIRC Wind Speed, Basic Wind Speed, ` 1u'1 ) V391215)2018 IBCIIRC(BasicandRC Design Wind Speed, v13.14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE" METHOD2 TYPE"SPACING HEIGHT THICK. WIDTH IN.) FT.) B C D B C D Min. 0-15 168 168 137 217 217 177 No.8-18, No.20 15!8"long x ga.x 20 168 158 137 217 204 177 Hardie®Plank 5/, 6 4 0.323"HD Sewed 3.67'x 16 ribbed bugle 1.375" 40 168 147 131 217 190 169 head screw MetalC-stud 60 168 137 126 217 177 163 Min. 0-15 168 168 137 217 217 177 No.8-18, No.20 1-5/ 8"long x Face ga.x 20 168 158 137 217 204 177 HardieoPlank 5/ 15 6 0.323"HD Screwed 3.67'x 16 ribbed bugle 1.375" 40 168 147 131 217 190 169 head screw MetalC-stud 60 168 137 126 217 177 163 Min. 0-15 168 168 137 217 217 177 No.8-18. No.20 1-5/ 8"long x ga.x 20 168 158 137 217 204 177 HardieoPlank 5/ 18 61/ 4 0.323"HD S FCr2wed 3.62"x 16 ribbed bugle 1.375" 40 168 147 126 217 190 163 head screw MetalC-stud 60 168 137 121 217 177 156 Min. 0-15 168 147 126 217 190 163 No.8-18, No.20 1-5/ 8"long x ga.x 20 168 147 121 217 190 156 Hardie7DPlank 5/ 18 77'/or 0.323"HD Sewed 3.67'x 16 ribbed bugle 1.375" 40 168 131 116 217 169 150 head screw MetalC-stud 60 168 126 105 217 163 136 Min. 0-15 168 147 126 217 190 163 No.8-18, No.20 15/8"long x Face ga.x 20 168 147 121 217 190 156 HardieoPlank 5118 8 0.323"HD Screwed3.62"x 16 ribbed bugle 1.375" 40 168 131 116 217 169 150 head screw MetalC-stud 60 158 126 105 204 163 136 Min. 0-15 168 147 126 217 190 163 No.8-18, No.20 1-5/ 8"long x Face ga.x 20 168 137 121 217 177 156 HardieoPlank 5/, 6 8'/4 0.323"HD Screwed 3.67'x 16 ribbed bugle 1.375" 40 168 131 116 217 169 150 head screw MetalC-stud 60 158 121 105 204 156 136 Min. 0-15 168 137 116 217 177 150 No.8-18. No.20 15/8"long x ga.x 20 168 131 110 217 169 142 Hardie®Plank 5/ 18 99%or 0.323"HD ScFraewed 3.62"x 16 ribbed bugle 1.375" 40 158 121 105 204 156 136 head screw MetalC-stud 60 147 116 100 190 150 129 Min. 0-15 168 126 105 217 163 136 No.8-18, No.20 15/8"long x Face ga.x 20 168 121 95 217 156 123 HardieoPlank 5/, 5 12 0.323"HD Screwed 3.62"x 16 ribbed bugle 1.375" 40 137 110 95 177 142 123 head screw MetalC-stud 60 137 105 89 177 136 115 Min. 0-15 160 137 116 207 177 150 No.8-18, No.20 15/8'long x Face ga.x 20 160 137 116 207 177 150 HardieoPlank 5/ 16 4 0.323"HD 3.62"x 24 Screwed ribbed bugle 1.375" 40 155 126 110 200 163 142 head screw MetalC-stud 60 145 116 105 187 150 136 Min. 0-15 160 137 116 207 177 150 No.8-18. No.20 1-5/ 8"long x Face ga x 20 160 137 116 207 177 150 Hardie5Plank 5/ 16 6 0.323"HD Screwed 3.62"x 24 ribbed bugle 1.375" 40 154 126 110 199 163 142 head screw MetalC-stud 60 145 116 105 187 150 136 ESR-2290 I Most Widely Accepted and Trusted Page 13 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBCIIRC and 2012 IRC,2009 2012 IBC IBCIIRC,2006 Ultimate Design Wind Speed, IBCIIRC V.6"."),2021 and Basic Wind Speed, 2018 IBCIIRC(Basic Va°9.11. 15 I Design Wind Speed, V13.14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE" (IN.) FT.) B C D B C D Min. 0-15 160 145 116 207 187 150 No.8-18,1- No.20 5/8'long x ga.x 20 160 141 110 207 182 142 Face Hardie'Plank 51,5 6'14 0.323"HD Screwed3.62"x 24 ribbed bugle 1.375" 40 154 131 105 199 169 136 head screw MetalC-stud 60 145 126 100 187 163 129 Min. 0-15 160 126 105 207 163 136 No.8-18. 1- No.20 518"long x ga.x 20 160 121 105 207 156 136 Hardie'Plank 5/ 15 7'/4/or 0.323"HD Screwed 3.62"x 24 ribbed bugle 1.375" 40 147 110 95 190 142 123 head screw MetalC-stud 60 137 105 95 177 136 123 Min. 0-15 160 126 105 207 163 136 No.8-18. 1- No.20 5/ 8"long x ga.x 20 160 121 100 207 156 129 Hardie'Plank 5/, 8 8 0.323"HD Screwed 3.62"x 24 ribbed bugle 1.375" 40 147 110 95 190 142 123 head screw MetalC-stud 60 137 105 89 177 136 115 Min. 0-15 160 121 105 207 156 136 No.8-18,1- No.20 5/ 8"long x Face ga.x 20 160 121 100 207 156 129 Hardie'Plank 5/ 18 81/ a 0.323"HD Screwed 3.62"x 24 ribbed bugle 1.375" 40 137 105 95 177 136 123 head screw MetalC-stud 60 131 100 89 169 129 115 Min. 0-15 158 116 95 204 150 123 No.8-18,1- No.20 5/ 8"long x ga.x 20 158 110 95 204 142 123 Hardie'Plank 5/, 8 9/;°r 0.323"HD Face 3.62"x 24 9'/2 ribbed bugle Screwed 1.375" 40 137 100 89 177 129 115 head screw MetalC-stud 60 126 95 85 163 123 110 0-15 163 148 134 210 191 173 No.11 Blind Nailed 20 163 143 131 210 185 169 Hardie®Plank 5/, 8 5114 gauge,1.25" Through top 2X4 16 long roofing edge of wood 40 156 133 123 202 172 159 nail plank 60 148 128 119 191 165 154 0-15 146 132 120 188 171 155 No.11 Blind Nailed PO 146 128 117 188 166 151 Hardie'Plank 5/ s 6V4 gauge,1.25" Through top 2X4 16 long roofing edge of wood 40 140 119 110 180 154 142 nail plank 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 No. 11 Blind Nailed 20 133 117 107 172 151 138 gauge,1.25" Through top 2X4 16HardiemPlankl,8 7'/4 long roofing edge of wood 40 128 109 101 165 141 130 nail plank 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 No.11 Blind Nailed 20 130 115 105 168 148 135 Hardie®Plank 51,8 7112 gauge.1.25" Through top 2X4 16 long roofing edge of wood 40 125 107 99 161 138 127 nail plank 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 No.11 Blind Nailed 20 125 110 101 162 143 130 Hardie'Plank 5l,6 8 gauge.1.25" Through top 2X4 16 long roofing edge of wood 40 120 103 95 155 133 122 nail plank 60 114 99 91 147 127 118 ESR-2290 I Most Widely Accepted and Trusted Page 14 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBCIIRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design IBC/IRC Wind Speed, V( Basic Wind Speed, 1. and v..4 3,9.12.15)20011 8 IBCIIRCRC(Basic Design Wind Speed, v13.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE 16 METHOD2 TYPE''9 ( IN.) FT.) B C D B C D 0-15 123 112 101 159 144 131 No.11 Blind Nailed 20 123 108 99 159 140 128 HardieePlank !,6 g/4 gauge,1.25" Through top 2X4 16 long roofing edge of wood 40 118 101 93 152 130 120 nail plank 60 112 97 90 144 125 116 0-15 115 104 95 148 135 122 No.11 Blind Nailed 20 115 101 93 148 131 119 Hardie*Plank V15 914 gauge,1.25" Through top 2X4 16 long roofing edge of wood 40 110 94 87 142 122 112 nail plank 60 104 90 - 135 117 - 0-15 113 103 93 146 133 121 No. 11 Blind Nailed 20 113 100 91 146 129 118 Hardie®Plank Sl,e 9,/2 gauge.1.25" Through top 2X4 16 long roofing edge of wood 40 109 93 86 140 120 111 nail plank 60 103 89 - 133 115 107 0-15 133 121 110 172 156 141 111 No.11 Blind Nailed 20 133 117 107 172 151 138 Hardie•Plank 5/ 1° 574 gauge.1.25" Through top 2X4 24 long roofing edge of wood 40 128 109 101 165 141 130 nail plank 60 121 105 97 156 135 125 0-15 119 108 98 153 139 126 No.11 Blind Nailed 20 119 105 96 153 135 124 HardiemPlank 51,5 6+/4 gauge,1.25" Through top 2X4 24 long roofing edge of wood 40 114 98 90 147 126 116 nail plank 60 108 94 87 139 121 112 0-15 108 98 89 140 127 115 No.11 Blind Nailed 20 108 96 87 140 123 113 Hardie®Plank 5/,° 7,/4 gauge,1.25" Through top 2X4 24 long roofing edge of wood 40 104 89 - 134 115 - nail plank 60 98 85 - 127 110 - 0-15 106 96 88 137 125 113 No.11 Blind Nailed 20 106 94 86 137 121 110 Hardie/:lank 5/,° 7+I2 gauge,1.25" Through top 2X4 24 long roofing edge of wood 40 102 87 - 132 113 - nail plank 60 96 - - 125 108 - 0-15 102 93 - 132 120 - No.11 Blind Nailed 20 102 90 - 132 116 - HardiemPlank 5/,°8 gauge,1.25" Through top 2X4 24 long roofing edge of wood 40 98 - - 127 - - nail plank 60 93 - - 120 - - 0-15 100 91 - 129 117 - No.11 Blind Nailed 20 100 88 - 129 114 - Hardie®Plank 5/,° 874 gauge,1.25" Through top 2X4 24 long roofing edge of wood 40 96 - - 124 - - nail plank 60 91 - - 117 - - 0-15 94 85 - 121 110 - No.11 Blind Nailed 20 94 - - 121 107 - Hardie®Plank 5/,° 91/ 4 gauge.1.25" Through top 2X4 24 long roofing edge of wood 40 90 - - 116 - - nail plank 60 85 - - 110 - - ESR-2290 I Most Widely Accepted and Trusted Page 15 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) I 2015 IBC/IRC andBC2012 2012 IRC,2009 ( UltimateDesign IBC/IRC,2006 Wind Speed, IBC/IRC V, 0'11) 2021 and Basic Wind Speed, 2018 IBC!IRC(Basic V4, 439, 12.15) Design Wind Speed, V13.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE IN.) FT.) B C D B C D 0-15 93 - - 119 - - No. 11 Blind Nailed 20 93 - - 119 - - Hardie'Plank 5/, 5 g'/, gauge,1.25" Through top 2X4 24 long roofing edge of wood 40 89 - - 115 - - nail plank 60 0-15 170 170 166 219 219 214 No.11 Blind Nailed 20 170 170 162 219 219 209 Hardie'Plank S/, s 5'!, gauge,1.75 Through top 2X4 16 inch long edge of wood 40 170 165 153 219 213 197 roofing Nail plank 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 No.11 Blind Nailed 20 170 159 145 219 205 187 Hardie*Plank =l,e g+/a gauge,1.75 Through top 2X4 inch long edge of wood 16 40 170 148 137 219 191 176 roofing Nail plank 60 164 142 132 211 183 170 0-15 164 149 136 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 HardiemPlank 51.5 7'h gauge,1.75 Through top 2X4 16 inch long edge of wood 40 158 135 125 204 174 161 roofing Nail plank 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 No.11 Blind Nailed 20 161 142 130 208 183 167 Hardie°Plank Sl,e 7'/z gauge,1.75 Through top 2X4 16 inch long edge of wood 40 155 132 122 200 171 158 roofing Nail plank 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 No.11 Blind Nailed 20 155 137 125 200 176 161 Hardie Plank 5l,e 8 gauge,1.75 Through top 2X4 16 inch long edge of wood 40 149 127 117 192 164 152 roofing Nail plank 60 141 122 113 182 157 146 0-15 152 138 126 197 178 162 No.11 Blind Nailed 20 152 134 123 197 173 158 HardiePlank 5/ 1,3 81/ 4 gauge,1.75 Through top 2X4 16 inch long edge of wood 40 146 125 115 189 161 149 roofing Nail plank 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 No.11 Blind Nailed 20 142 126 115 184 162 148 Hardie®Plank 5/ 15 g+l, gauge, 1.75 Through top 2X4 inch long edge of wood 16 40 137 117 108 176 151 139 roofing Nail plank 60 129 112 104 167 145 134 0-15 140 127 116 181 164 149 No.11 Blind Nailed 20 140 124 113 181 160 146 Hardie'Plank She 9'/ 2gauge, 1.75 Through top 2X4 16 inch long edge of wood 40 135 115 106 174 148 137 roofing Nail plank 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 Hardie®Plank She 5V, gauge, 1.75 Through top 2X4 24 inch long edge of wood 40 158 135 125 204 147 161 roofing Nail plank 60 149 129 120 193 167 155 ESR-2290 I Most Widely Accepted and Trusted Page 16 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 1 2015 IBCIIRC and 2012 IRC,2009 2012 IBC IBCIIRC,2006 Ultimate Design IBCIIRC Wind Speed, Basic Wind Speed, v..3.9.12. 15 2021 and 191,15)2018 IBCIIRC(Basic Design Wind Speed, V13'4) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE IN.) FT.) B C D B C D 0-15 147 134 121 190 172 157 No. 11 Blind Nailed 20 147 130 118 190 168 153 Hardie Plank 1 6 g+/, gauge,1.75 Through top 2X4 24 inch long edge of wood 40 141 121 111 182 156 144 roofing Nail plank 60 134 116 108 172 150 139 0- 15 134 122 111 173 157 143 No.11 Blind Nailed 20 134 118 108 173 153 140 Hardie®Plank 5/, 6 7,la gauge.1.75 Through top 2X4 24 inch long edge of wood 40 129 110 102 166 142 131 roofing Nail plank 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No.11 Blind Nailed 20 132 116 106 170 150 137 Hardie*Plank 5/ 16 7•/2 gauge, 1.75 Through top 2X4 inch long edge of wood 24 40 126 108 100 163 139 129 roofing Nail plank 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 No.11 Blind Nailed 20 127 112 102 163 144 132 Hardie®Plank 5l,6 8 gauge,1.75 Through top 2X4 24 inch long edge of wood 40 122 104 96 157 134 124 roofing Nail plank 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 No.11 Blind Nailed 20 124 110 100 161 142 129 Hardie®Plank 5I16 8'/4 gauge,1.75 Through top 2X4 inch long edge of wood 24 40 119 102 94 154 132 122 roofing Nail plank 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 No.11 Blind Nailed PO 116 103 94 150 133 121 Hardie®Plank 5/, 6 g+/, gauge, 1.75 Through top 2X4 24 inch long edge of wood 40 112 95 88 144 123 114 roofing Nail plank 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 No.11 Blind Nailed 20 114 101 92 148 130 119 Hardie®Plank 51,6 g+/2 gauge,1.75 Through top 2X4 24 inch long edge of wood 40 110 94 87 142 121 112 roofing Nail plank 60 104 90 - 134 116 - No.8 x 1'l4 Min. 0-15 168 168 137 217 217 177 in.long x No 20 0.375 in.HD Blind ga.x 20 168 158 137 217 204 177 HardieePlank 5/, 6 43.62"x 16 ribbed Screwed waferhead ad 1.375' 40 168 147 126 217 190 163 Metal screws 60 168 137 121 217 177 156C-stud No.8 x 1'!. Min. 0-15 168 168 137 217 217 177 No 20 in.long x 0.375 in.HD Blind 9a.x 20 168 158 137 217 204 177 Hardie•Plank 5/ 16 6 3.62"x 16 d Screwedribbedwaferheadad 1.375' 40 168 147 126 217 190 163 Metal screws 60 168 137 121 217 177 156C-stud No.8 x 1'!. Min. 0-15 168 158 142 217 204 183 No.20 in.long x 0.375 in.HD Blind 9a.x 20 168 158 131 217 204 169 Hardie'Plank 5/ 16 6'/. ribbed Screwed 3.67'x 16 1.375' 40 168 147 126 217 190 163 waferhead Metal screws 60 158 137 121 204 177 156C-Stud ESR-2290 I Most Widely Accepted and Trusted Page 17 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBCIIRC Vok""),2021 and Basic Wind Speed, V3.9.12. 15)2018 IBC/IRC(Basic Design Wind Speed, 17.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE" METHOD2 TYPE'° SPACING HEIGHT THICK. WIDTH IN.) FT.) B C D B C D No.8 x 1114 Min. 0-15 168 152 126 217 196 163 No.20 in.long x 7'14 or 0.375 in.HD Blind gax 20 168 147 116 217 190 150 Hardie°Plank Sl,e3.67'x 16 7'/2 ribbed Screwed 40 168 137 116 217 177 150 waferhead 1.375" screws Metal 60 158 126 110 204 163 142C-stud Min. 0-15 168 147 116 217 190 150 No.8 x 1114 No 20 in.long x ga.x 20 168 137 116 217 177 150 Hardie°Plank 5/ 18 8 0.375 in.HD Blind 3.62"x 16 ribbed Screwed 1375" 40 158 126 105 204 163 136 waferhead Metal screws C-stud 60 147 121 105 190 156 136 No.8 x 1'/4 Min. 0-15 168 142 121 217 183 156 No.20 in.long x 0.375 in.HD Blind ga.x 20 168 137 116 217 177 150 HardiePlank 5/, 6 81/ 4 3.62"x 16 ribbed Screwed 1.375" 40 158 126 110 204 163 142 waferheadscrews 6060 147 116 105 190 150 136 C-stud No.8 x 1'/4 Min. 0-15 168 137 116 217 177 150 in.long x No.20 9V4 or 0.375 in.HD Blind ga.X 20 168 126 105 217 163 136 Hardie®Plank 5/ 18 9112 ribbed Screwed 3.62"x 16 1.375" 40 158 116 105 204 150 136 waferhead MetalC-stud-stud 60 137 110 100 177 142 129 No.8 x 11/ 4 Min. 0-15 160 137 116 207 177 150 No.20 in.long x 0.375 in.HD Blind 9a.x 20 160 131 110 207 169 142 Hardie Plank Sha 4 3.62"x 24 ribbed Screwed 1.375" 40 152 121 105 196 156 136 waferheadscrews Metal 60 145 116 100 187 150 129C-stud No.8 x 1'14 Min. 0-15 160 137 116 207 177 150 No.20 in.long x 0.375 in.HD Blind ga.x 20 160 131 110 207 169 142 Hardie8Plank She 6 3.62"x 24 ribbed Screwed 1.375" 40 152 121 105 196 156 136 waferhead Metal screws 60 145 116 100 187 150 129C-stud Min. 0-15 160 137 116 207 177 150 No.8 x 1114 No.20 in.long x ga.x 20 160 131 105 207 169 136 Hardie•Plank 5/ 18 61/ 4 0.375 in.HD Blind 3.62"x 24 ribbed Screwed 1375" 40 154 121 105 199 156 136 waferhead Metal screws C-stud 60 145 116 100 187 150 129 Min. 0-15 160 126 105 207 163 136 NO.8 x 1 V., No.20 in.long x ga.x 20 160 116 100 207 150 129 71/ 4 or 0.375 in.HD Blind 3 67'x 24Hardie°Plank 5/ 18 7'12 ribbed Screwed 1.375" 40 147 105 89 190 136 115 waferhead Metal screws 60 137 89 89 177 115 115 C-stud No.8 x 1114 Min. 0-15 160 121 100 207 156 129 No.20 in.long x 0.375 in.HD Blind ga.x 20 158 116 100 204 150 129 Hardie Plank 5/ 18 8 3.62"x 24 ribbed Screwed 1375" 40 142 105 89 183 136 115 waferhead Metal screws C-stud 60 131 100 89 169 129 115 No.8 x 1'14 Min. 0-15 160 121 100 207 156 129 No.20 in.long x ga.x 20 158 116 100 204 150 129 0.375 in.HD Blind Hardie®Plank 511° 814 ribbed Screwed 3.62"x 24 1.375 40 142 105 89 183 136 115 waferhead Metal screws 60 126 100 89 163 129 115 C-stud ESR-2290 I Most Widely Accepted and Trusted Page 18 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBCIIRC V„n1D"),2021 and Basic Wind Speed, 2018 IBCIIRC(Basic V"° 12. 15) Design Wind Speed, v13.14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE" (IN.) FT.) B C D B C D No.8 x 1'/4 Min. 0-15 156 116 95 204 150 123 No.20 in.long x 9'/401 0.375 in.HD Blind ga.x 20 147 105 89 190 136 115 Hardie®Plank 5/ 16 2 ribbed Screwed 3.62"x 24 g waferheadibbed 1.375" 40 131 95 85 169 123 110 Metal screws 60 121 89 85 156 115 110C-stud 6d-2 inch 0-15 141 128 116 182 165 150 long X 0.092 Blind Nailed inch shank X 20 141 124 114 182 160 147 Hardie®Plank 5/, 6 5'/4 0.222 inch Through top 2 x 4 16 head edge of wood 40 135 116 107 174 150 138 diameter plank siding nail 60 128 111 103 165 143 133 6d-2 inch 0-15 126 114 104 163 147 134 long X 0.092 Blind Nailed inch shank X Through top 2 x 4 20 126 111 102 163 143 132 Hardie Plank s 116 6 14 0.222 inch 16 edge of wood head plank 40 121 103 96 156 133 124 diameter 60 114 99 92 147 128 119 siding nail 6d-2 inch 0- 15 115 104 95 148 134 123 long X 0.092 Blind Nailed inch shank X Through top 2 x 4 20 115 102 93 148 132 120 Hardie®Plank s1,6 71/ 4 0.222 inch 16 edge of wood 40 110 94 87 142 121 112head plank diameter 60 104 91 - 134 117 - siding nail 6d-2 inch 0-15 113 102 93 146 132 120 long X 0.092 Blind Nailed inch shank X Through top 2 x 45 20 113 99 91 146 128 117 Hardie®Plank 1,6 7/2 0222 inch 16 edge of wood head plank 40 108 93 85 139 120 110 diameter 60 102 89 - 132 115 - siding nail 6d- 2 inch 0-15 109 99 90 141 128 116 long X 0.092 Blind Nailed inch shank X 20 109 96 87 141 124 112 Hardie®Plank 5116 8 0.222 inch Through top 2 x 4 16 head edge of wood 40 104 89 - 134 115 - diameter plank siding nail 60 99 85 - 128 110 - 6d-2 inch 0-15 107 97 88 138 125 114 long X 0.092 Blind Nailed inch shank X 20 107 94 86 138 121 111 Hardie®Plank 5/ 16 8'/4 0.222 inch Through top 2 x 4 16 head edge of wood 40 102 88 - 132 114 - diameter plank siding nail 60 97 - - 125 - - 6d-2 inch 0-15 100 90 -129 116 - long X 0.092 Blind Nailed inch shank X Through top 2 x 46 20 100 88 - 129 114 - Hardie°Plank /,b 9'14 0.222 inch 16 edge of wood 40 96 - - 124head plank diametersidingnail 60 90 - - 116 - - 6d-2 inch 0-15 98 89 -127 115 - long X 0.092 Blind Nailed inch shank X 20 98 87 -127 112 - Hardie®Plank 51,6 9'/2 0.222 inch Through top 2 x 4 16 head edge of wood 40 94 121 diameter plank siding nail 60 89 - - 115 - - ESR-2290 I Most Widely Accepted and Trusted Page 19 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design IBC/IRCWind Speed,V061°."),2021 and Basic Wind Speed, 3972.15) 20011 8 IBC/IRC(Basic Vs° Design Wind Speed, V13.14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE" ( IN.) FT.) B C D B C D 6d-2 inch 0-15 115 104 95 148 134 123 long X 0.092 Blind Nailed inch shank X 20 115 102 93 148 132 120 Hardie"'Plank 5'i.: 0.222 inch Through top 2 x 4 24 head edge of wood 40 110 94 87 142 121 112 diameter plank siding nail 60 104 91 - 134 117 - 6d-2inch 0-15 103 93 133 120 long X 0.092 Blind Nailed inch shank X 20 103 91 -133 117 - HardierPlank 7..; 67. 0 222 inch Through top 2 x 4 24 head edge of wood 40 99 - 128 diameter plank siding nail 60 93 - - 120 - - 6d-2inch 0-15 94 85 -121 110 X 0.092 Blind Nailed inch shank X 20 94 -121 - Through top 2 x 4 Hardie"Plank si., 7./.: 0 222 inch edge of wood 24 head 40 90 116 plank diametersidingnail 60 85 - - 110 - - 6d-2 inch 0-15 92 - -119 - long X 0.092 Blind Nailed inch shank X 20 92 119 - Through top 2 x 4 Hardie'Plank 1,.; 7'1. 0 222 inch 24 edge of wood head plank 40 88 - - 114 - - diametersidingnail 60 6d-2inch 0-15 89 -115 - long X 0.092 Blind Nailed inch shank X 20 89 -115 - Through top 2 x 4 Hardie°Plank '1,„8 0.222 inch 24 edge of wood head plank 40 85 - - 110 - - diametersidingnail 60 6d-2 inch 0-15 87 112 long X 0.092 Blind Nailed inch shank X 20 87 112 Through top 2 x 4HardieVlank `/ 87.: 0.222 inch 24 edge of wood 40head plank diametersidingnail 60 T 0-15 153 138 126 198 178 163 0.092" face nailed shank X through 2 x 4 20 153 135 123 198 174 159 HardiePlank 'h:; 58'/: 0.222"HD X plank wood 16 40 146 125 116 188 161 1502. 5"long overlap galy nail 60 138 120 112 178 155 145 0-15 143 130 118 185 168 152 0.097' face nailedthroughShankX 2 x 4 20 143 126 115 185 163 148 Hardie°Plank 9'h 0.222"HD X 16 2. 5"long plank wood 40 137 117 108 177 151 139 galv nail overlap 60 130 113 105 168 146 136 ESR-2290 I Most Widely Accepted and Trusted Page 20 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBC/IRC Vol"),2021 and Basic Wind Speed, v.12.15)2018 IBC/IRC(Basic Design Wind Speed, 13.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY ts THICK. WIDTH TYPE METHOD TYPE IN.) FT.) B C D B C D 0-15 141 128 116 182 165 150 0.092"shank X face nailed 20 141 124 113 182 160 146 HardieePlank '/,6 9'z 0.222"HD through plank 2 x 4 wood 16 X 2.5"long overlap 40 135 116 107 174 150 138 galv.nail 60 128 111 103 165 143 133 0-15 123 112 101 159 144 131 0.092"shank X face nailed 20 123 108 99 159 140 128 Hardie'Plank 51,6 12 0.222"HD through plank 2 x 4 wood 16 X 2.5"long overlap 40 118 101 934 152 130 120 galv.nail 60 112 97 90 144 125 116 8d ring 0-15 203 184 167 262 238 216 shank box face nailed 20 203 179 163 262 231 210 nail,0.113" 2x4 HardieePlank 5/ 16 58'/4 shank X through plank wood6 16 0.260"HO overlap 40 194 166 153 250 214 198 X 2.375"L 60 184 159 148 238 205 191 8d ring 0-15 166 151 137 214 195 177 shank box face nailed 20 166 146 134 214 188 173 HardieePlank 5/ 15 58'4 nshankX through plank d6 24 woo 0.260"HD overlap 40 159 136 126 205 176 163 X 2.375"L 60 151 131 121 195 169 156 0-15 151 137 125 195 177 161 0.092"shank X face nailed 20 151 133 122 195 172 158 2 x 4 HardieePlank 5/ 16 58'4 0.222"HD through plank wood6 16 X 2"long overlap 40 145 124 115 187 160 148 galv.nail 60 137 119 111 177 154 143 0-15 187 170 154 241 219 199 0.092"shank X face nailed 2 x 4 20 187 165 151 241 213 195 HardieePlank 5/, 6 581/4 0.222"HD through plank16wood6 X 2.5"long overlap 40 180 154 142 232 199 183 galv.nail 60 170 147 137 219 190 177 Attached 0-15 207 188 171 267 243 221 No.8 X 1- blind screw to 7/,6" 5/8"long X through top wood '/16"WSP 20 207 183 167 267 236 216 Hardie'Plank 5/ 16 5'/4 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 199 170 157 257 219 203 head screws center sheathingonly 60 188 163 152 243 210 196 Attached 0-15 183 166 151 236 214 195 No.8 X 1- blind screw to 7/16" 518"long X through top wood '/,5'WSP 20 183 161 147 236 208 190 HardieePlank 5/ 16 6'/4 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 176 150 139 227 194 179 head screws center sheathingonly 60 166 144 134 214 186 173 Attached 0-15 165 150 136 213 194 176 No.8 X 1- blind screw to'hs' 5/8"long X through top wood 7h6"WSP 20 165 145 133 213 187 172 HardieePlank 5/ 16 7'/4 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 158 135 125 204 174 161 head screws center sheathingonly 60 150 130 120 194 168 155 Attached 0-15 150 136 124 194 176 160 No.8 X 1- blind screw to 7/,6" 5/8"long X through top wood 7/ 16"WSP 20 150 133 121 194 172 156 HardieePlank 5/ 15 8'/4 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 144 123 114 186 159 147 head screws center sheathingonly 60 136 118 110 176 152 142 ESR-2290 I Most Widely Accepted and Trusted Page 21 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBC/IRC V,1°10") 2021 and Basic Wind Speed, 2018 IBC/IRC(Basic VaeO ) Design Wind Speed, V13.14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE" METHOD TYPE" ( IN.) FT.) B C D B C D Attached 0-15 139 126 114 179 163 147 No.8 X 1- blind screw to 7/,6" 518"long X through top wood '/,g"WSP 20 139 122 112 179 158 145 HardieePlank 5/ 16 9'/4 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 133 114 105 172 147 136 head screws center sheathingonly 60 126 109 101 163 141 130 Attached 0-15 145 132 120 187 170 155 0.090" blind nail to'Ile" shank X through top wood '/,s'WSP 20 145 128 117 187 165 151 0.215"HD X Hardie®Plank 51,6 58'/4 edge of plank structural attached 1.5"long at 8 in.on panel per code 40 139 119 110 179 154 142 ring shank center sheathingnails only 60 132 114 106 170 147 137 0.090" Attached 0-15 166 150 137 214 194 177 shank X blind nail to'/,8" 0.215"HD X through top wood '/,s"WSP 20 166 146 133 214 188 172 HardieePlank 5/, 6 58'/4 1 5"long edge of plank structural attached ring shank at6in.on panel per code 40 159 136 125 205 176 161 nails center sheathing 60 150 130 121 194 168 156 0.091" Attached 0-15 100 91 - 129 117 - shank, Face Nailed to 1 0.221"HD, through the wood'/16 !ts'WSP 20 100 88 129 114 Hardie®Plank 5/ 16 s 9'/2 structural attached 1.5"long overlap at 12" panel per code 40 96 - - 124 - - ring shank o.c. sheathingnails only 60 91 117 - - HardieNail 0-15 161 146 132 207 188 171 StudlessSiding blind nail Attached to 20 161 142 129 207 183 167 Fastener wood TetraGrip), through top structural ! WSP 40 154 132 122 199 170 157 Hardie°Plank 566 5'14 117"x edge of plank panel attached 1.125-x.3" at 12 in.on sheathing per code PART center only 60 146 126 117 188 163 152 650867 or 650964)HardieNail 0-15 146 133 120 189 171 156 Studless Attached Siding20 146 129 118 189 166 152 blind nail to 7/,6" F( TetraGrip), tener through top wood hs"WSP 40 140 120 111 181 155 143 HardieePlank 51,6 5'14 117..x edge of plank structural attached 1.125"x.3" at 16 in.on panel per code PART center sheonlying 60 133 115 107 171 148 138 650867 or 650964)HardieNail 0-15 137 124 113 176 160 145 Studless Attached Siding blind nail t0.716" 20 137 120 110 176 156 142 Fastener through top wood 'Its"WSP Hardie°Plank 5116 51/4 TetraGrip),p), edge of plank structural attached 40 131 112 103 169 145 134 117 x at 20 in.on panel per code 1.125"x.3" center sheathingPART only 60 124 108 100 160 139 129 650867 or 650964)HardieNail 0-15 130 118 107 168 152 138 Studless Attached Sidingblind nail to'/6 20 130 115 105 168 148 135 Fastener through top wood 7/16"WSP HardieePlank 5/ 16 5'!4 ( Te •' edge of plank structural attached 117" 40 125 107 99 161 138 127 117"x at 24 in.on panel per code 1.125"x.3" center sheathing PART only 60 118 102 95 152 132 123 650867 or 650964) ESR-2290 I Most Widely Accepted and Trusted Page 22 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design W ).2021 andWindSpeed, IBC/IRC Basic Wind Speed, V° ed3912• 15)20011 8 IBC/IRC(Basic Design Wind Speed, V13.14) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE°76 METHODS TYPE'a SPACING HEIGHT THICK. WIDTH IN.)FT.) B C D B C D HardieNail 0-15 148 135 122 192 174 158 StudlessFasFastener Athroughailpto od to 7/, 8"WSP 20 148 131 119 192 169 154 Hardie'Plank 51.6 6'4 (TetraGrip), edge of structural attached 117"x 1.125"x plank at 12 panel per code 40 142 122 112 184 157 145 3'(PART in.on center sheathing 650867 or only 60 135 117 108 174 151 140 650964)HardieNail 0-15 134 122 111 173 157 143 Studless Siding blind nail Attached to Fastener through top /'8 mod '/, 5'WSP 20 134 118 108 173 153 139 5 TetraGrip), structural Hardie Plank /18 6'/4 edge of attached 117"x 1.125"x panel 40 129 110 102 166 142 131 3"(PART plank at 16 sheathing per codein.on center 650867 or only 60 122 106 98 157 136 127 1 650964)HardieNail 0-15 125 113 103 161 146 133 Studless Siding blind nail Attached to Fastener be"wood20 125 110 100 161 142 130throughtop6"WSP TetraGrip), structural Hardie®Plank 5/ 16 6'/4 edge of attached 117"x 1.125"x plank at 20 panel per code 40 120 102 94 154 132 122 3"(PART in.on center sheathing 650867 or only 60 113 98 91 146 127 118 650964)HardieNail 0-15 118 107 97 152 138 126 Studless Siding blind nail Attached to Fastener 16"wood 20 118 104 95 152 134 123throughtope"WSP Hardie®Plank 5/, e 61/ 4 ( TetraGrip), edge of structural attached 117"x 1.125"x panel 40 113 97 89 146 125 115 3"(PART plank at 24 sheathing Per code 650867 or in.on center only 60 107 93 86 138 120 111 650964) HardieNail 0-15 140 127 115 180 164 149 Studless Siding blind nail Fastener Attachedach throughtop7/, 8"WSP 20 140 123 113 180 159 145 HardieePlank si,b 7'/4 ( TetraGrip), edge of structural attached 117"x 1.125"x plank at 12 panel per code 40 134 115 106 173 148 137 3"(PART in.on center sheathing 650867 or only 60 127 110 102 164 142 132 650964)HardieNail 0-15 125 114 103 162 147 134 Studless Siding blind nail Attached to Fastener through top /' 6 wood 7/,5'WSP 20 125 111 101 162 143 130 Hardie°Plank 5/, 6 740 x Grip), edge of structural attached 11717"x 1.125"x plank at 16 panel per code 40 120 103 95 155 133 123 3"(PART in.on center sheathing 650867 or only 60 114 99 92 147 128 118 650964) HardieNail 0-15 116 105 96 150 136 123 Studless Siding blind nail Attached to Fastener through top 715"wood 7/,5'WSP 20 116 102 93 150 132 121 p)'TetraGri structural Hardie®Plank 5/ 18 7'/4 edge of attached 117"x 1.125"x plank at 20 panel per code 40 111 95 88 144 123 113 3"(PART in.on center sheathing 650867 or only 60 105 91 - 136 118 - 650964)HardieNail 0-15 109 99 90 141 128 116 Studless FasteneSiding lh l0 9haop Attachedwood 7, 16..1,5'WSP 20 109 96 88 141 125 114 Hardie®Plank 5/ 16 71/ 4 ( TetraGrip), edge of structural attached 117"x 1.125"x panel 40 105 90 - 136 116 - 3"(PART plank at 24 sheathing per codein.on center 650867 or only 60 99 86 - 128 111 - 650964)HardieNail 0-15 133 121 110 172 156 142 Studless Siding blind nail Attached to Fastener through top 7 5"wood 7/ 15'WSP 20 133 117 107 172 152 138 HardieePlank 5/ 18 81/ 0 ( TetraGrip), edge of structural attached 117"x 1.125"xplank at 12 panel per code 40 128 109 101 165 141 130 3"(PART in.on center sheathing 650867 or only 60 121 105 97 156 135 126 650964) ESR-2290 I Most Widely Accepted and Trusted Page 23 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design IBC/IRC Wind Speed, Basic WindV°" ) 2021 and Speed, V391215) 2018 IBCIIRC Basic Design Wind Speed,V13•14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION(IN.) FASTENER FASTENING FRAMSPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE" ( IN.) FT.)B C D B C D HardieNail Attached 0-15 119 108 98 154 139 127 Studless Siding blind nail to 7,6'. Fastenerthrough top wood /,g'WSP 20 119 105 96 154 136 124 TetraGrip), Hardie®Plank 51,5 8V4 .117 x 1.125"x edge of structural attached 40 114 98 90 147 126 116 3"(PART plank at 16 panel per code 650867 or in.on center sheontling 60 108 94 87 139 121 112 y 650964)HardieNail Attached 0-15 110 99 90 141 128 117 Studless Siding blind nail to 7116" 8/n Fastener through top wood !,e'WSP 5/ 20 110 97 88 141 125 114 TetraGrip), Hardie Plank ,117 x 1.125"x edge of structural attached 40 105 90 - 136 116 3"(PART plank at 20 panel per code 650867 or in.on center sheathing 650964) only 60 99 86 128 111 HardieNail Attached 0-15 103 93 - 133 120 - Studless Siding blind nail to'tie 8 l< Fastener through top wood '/,e"WSP 20 103 91 - 133 117 - Hardie®Plank 5/, 5 TetraGrip), edge of structural attached 117'x 1.125"x plank at 24 panel per code 40 99 - - 127 - - 3'(PART in.on center sheathing650867or only 60 93 - - 120 - - 650964) HardieNailAttached 0-15 128 116 106 165 150 136 Studless Siding blind nail to 7/,6" Fastener 20 128 113 103 165 146 133 TetraGrip), through top wood /,g'WSP Hardie®Plank 5/ 16 9'/4 117"x 1.125"x edge of structural attached 40 123 105 97 159 136 125 3"(PART plank at 12 panel per code 650867 or in.on center sheathing 60 116 101 94 150 130 121 650964)only HardieNailAttached 0.15 114 103 94 147 133 121 Studless Siding blind nail to'/16" Fastener 20 114 100 92 147 130 118 TetraGrip), through top wood '/,6"WSP Hardie°Plank 5/. 6 91/ 4 117"x 1 125"x edge of structural attached 40 109 93 86 141 121 111 3"(PART plank at 16 panel per code 650867 or in.on center sheathing 60 103 90 - 133 116 - 650964)only HardieNailAttached 0-15 104 95 86 135 122 111 Studless Siding blind nail to'7,6"Fastener through top wood l,s'WSP 20 104 92 135 119 Hardie®Plank >/.; 9114 ( TetraGrip), edge of structural attached 100 86 - 129 111 - 117 x 1.125"x plank at 20 panel per code 40 3"(PART in.on center sheathing 95 - - 122 - - 650867 or only 60 650964) HardieNailAttached 0-15 98 89 - 126 114 - Studless Siding blind nail to'/,6" Fastener through top wood he"WSP 20 98 86 126 111 HardieaPlank 5/, 6 9V, (TetraGrip), edge of structural attached 94 - - 121 - - 117"x 1.125"x 40 plank at 24 panel per code 3"(PART in.on center sheathing 89 - - 114 - - 650867 or 60 650964) ESR-2290 I Most Widely Accepted and Trusted Page 24 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY(mph)(Continued) 2015 IBC/IRC and 2012 IRC,2009 2012 IBC IBC/IRC,2006 Ultimate Design Wind Speed, IBC/IRC V„rt101),2021 and Basic Wind Speed, 2018 IBC/IRC(Basic v. 43. 9.12.151 Design Wind Speed, V13.1.) PRODUCTSTUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT - TYPE•” METHOD2 TYPE'° SPACING HEIGHT THICK. WIDTH IN.) FT.) B C D B C D 0-15 141 128 116 182 165 150 6d 0.092"shank X blind nail 2X4 20 141 124 114 182 161 147 Artisan 513 7'/4 0.219"HD through top Wim: 16 Lap X 2.0"long edge of plank 40 135 116 107 175 149 138 galv.Nail 60 128 111 103 165 143 133 0-15 130 118 108 168 153 139 6d 0.092"shank X blind nail 20 130 115 105 168 149 136 A L'Pn 5/ 3 8'/4 0.219"HD through top Wood, 16 40 125 107 99 162 138 128X2.0"long edge of plank galv.Nail 60 118 103 95 153 133 123 0-15 115 105 95 149 135 123 6d 0.092"shank X blind nail 20 115 102 93 149 131 120 A Liapn g 7'/: 0.219"HD through top 2X4o24 X 2.0"long edge of plank 40 111 94 87 143 122 113 galv.nail 60 105 91 - 135 117 - 0-15 107 97 88 138 125 113 6d 0.092" Artisan shank X blind nail 2X4 20 107 94 86 138 121 111 Lap 8 8'/. 0.219"HD through top Wood- 24 X 2.0"tong edge of plank 40 102 87 132 113 galv.nail 60 97 - - 125 - - 0-15 165 149 136 213 193 175 8d 0.092"shank X blind nail 2X4 20 165 145 133 213 186 171 A Liapn s/ 3 7'/. 0.219"HD through top Wim, 16 X 2. 5"long edge of plank 40 158 135 125 204 174 161 galv.Nail 60 149 130 120 193 167 155 0-15 135 122 111 174 158 143 8d 0.092" Artisan® shank X blind nail 2X4 20 135 119 108 174 153 140 Lap 5/ 9 7'/, 0.219"HD through top Wim, 24 X 2.5"long edge of plank 40 129 110 102 167 142 132 galv.nail 60 122 106 98 158 137 127 0-15 117 106 97 151 137 125 8d 0.092" Artisan® shank X blind nail 2X4 20 117 103 94 151 134 122 Lap 5/ 8 8'/, 0.219"HD through top Wim; 24 X 2.5"long edge of plank 40 113 96 89 145 124 115 galv nail 60 106 92 86 137 119 111 ii For SI:1 inch=25.4 mm,1 foot=305 mm, 1 mph=0.44 m/s. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 2Face=Fastened through the overlapping plank.Blind=Fastened through the top edge of single plank. Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,K1..=1,Ka=0.85,GC.,=0.18.,GC,=-1.4. ETBF pin fasteners have knurled shanks. Fastener length shall be sufficient to penetrate back side of the minimum 7/16"WSP sheathing by at least'h"for nails or 3 full threads for screws. Values are for species of wood having a specific gravity of 0. 50 or greater. Values are for species of wood having a specific gravity of 0.40 or greater. Metal studs must be minimum Fy=33 ksi 4V.sa=nominal design wind speed. VA=ultimate design wind speed. Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85.GCpi=0.18,GCp=-1 4 22015 and 2012 IBC Section 1609.3.1,Eqn.16- 33, V.,a=V,,e'.0.6 13V=basic design wind speed 1°Wind speed design assumptions per Section 30.3.of ASCE 7-16:K,=1,Kd=0.85.GCpi=0.18,GCp=-1.4. 2021 IBC Section 1609.3.1,Eqn. 16-17 and 2018 IBC Section 1609.3.1,Eqn.16-33, V„d=V Smooth-shank stainless steel nails are outside of the scope of this report. ESR-2290 I Most Widely Accepted and Trusted Page 25 of 31 TABLE 5-(Vasa 100 MPH;V„i,/V 129 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'.2. 4,5 Building 6'12-inch wide 71l4-&7'/2-inch wide 8-&8'/4-inch wide 91/4-&9112-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI:1 inch=25. 4 mm,1 foot=305 mm,1 mph=0. 44 m/s. Hardie°Plank Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long).Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in..shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in..shank diameter=0 144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0. 30 in., shank diameter=0.145 in.,length=1.25 in.). Artisans Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.. shank diameter.=0.145 in..length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in., length=1.5 in.),Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0. 30 in.,shank diameter=0.145 in.,length=1.5 in.). Maximum nominal design wind speed(Vasa)shall be 100 mph.Maximum ultimate design wind speed(V.rt)and basic design wind speed(V)shall be 129 mph. Interpolation of spacing to address building height and other plank widths is permitted. The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 6-(Vasa 110 MPH;V„„/V 142 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2,4,5 Building 6'/2-inch wide 71/ 4-&7'12-inch wide 8-&81/ 4-inch wide 9'14-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long).Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0. 30 in., shank diameter=0.145 in.,length=1.25 in.). Artisans Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC.head diameter =0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in..length=1.5 in.). Maximum nominal design wind speed(Vasa)shall be 110 mph Maximum ultimate design wind speed(V,k)and basic design wind speed(V)shall be 142 mph. Interpolation to address building height and other plank widths is permitted. The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 7-(Vasd 120 MPH;Vu,t/V 155 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL"3,4 Building 61/ 2-inch wide 71/ 4-&7'h-inch wide 8-& 81/ 4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 For SI:1 inch=25. 4 mm,1 foot= 305 mm.1 mph=0.44 m/s. HardiesPlank Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in.,length=1.3 in.). Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0 144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0. 30 in.. shank diameter=0.145 in.,length=1.25 in.). Artisans Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144- 150.head diameter.=0.30 in.,shank diameter.=0.145 in..length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0. 30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0. 30 in., shank diameter=0.145 in.,length=1.5 in.). Maximum nominal design wind speed(Vasa)shall be 120 mph.Maximum ultimate design wind speed(V0,)and basic design wind speed(V)shall be 155 mph. Interpolation to address building height and other plank widths is permitted. The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 I Most Widely Accepted and Trusted Page 26 of 31 TABLE 8-(Vasd 130 MPH;V„„/ V 168 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'•2. 4.5 Building 61l2-inch wide 71/ 4-& 71/ 2-inch wide 8-&8'14-inch wide 9'l4-&91/2-inch wide Height Exposure Exposure Exposure Exposure feet) B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 For SI:1 inch=25.4 mm, 1 foot=305 mm,1 mph=0.44 m/s. Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144- 125,head dia.=0.30 in.,shank dia.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter 0.145 in.,length=1.25 in.). Artisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144- 150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in..length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in..length=1.5 in.). Maximum nominal design wind speed shall be 130 mph.Maximum ultimate design wind speed(V,)and basic design wind speed(V)shall be 168 mph. Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 9-(Vas4 140 MPH;V„„/V 181 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1•2, 4, 5 Building 61/ 2-inch wide 71/ 4-&7'l2-inch wide 8-&8'/4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI:1 inch=25.4 mm,1 foot=305 mm, 1 mph=0. 44 m/s. Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in..shank diameter.=0.144 in.,length=1.25-in.long).Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in..shank diameter.=0.15 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in..shank diameter=0 144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144- 150,head diameter.=0.30 in..shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC.head diameter =0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0. 30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0. 30 in.,shank diameter=0.145 in.,length=1.5 in.). Maximum nominal design wind speed shall be 140 mph.Maximum ultimate design wind speed(V„,)and basic design wind speed(V)shall be 181 mph. Interpolation to address building height and other plank widths is permitted. The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 10-(Vase 150 MPH;Vui,/V 194 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1"2,4,5 Building 6'/2-inch wide 71l4-&7'/2-inch wide 8-&8'/4-inch wide 91/4-&91/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI:1 inch=25. 4 mm,1 foot=305 mm.1 mph=0. 44 m/s. Hardie®Plank Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144- 125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head dia.=0.30 in.,shank dia.=0.145 in.,length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter 0 145 in.,length=1.25 in.). Artisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0. 144 in..length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0. 30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco NailPro(NP145S head diameter=0. 30 in.,shank diameter=0.145 in.,length=1.5 in.). 3Maximum nominal design wind speed shall be 150 mph.Maximum ultimate design wind speed(VA and basic design wind speed(V)shall be 194 mph. Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 I Most Widely Accepted and Trusted Page 27 of 31 TABLE 11—ALLOWABLE BASIC WIND SPEEDS(mph)FOR HARDIESHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2015 IBCIIRC and 2012 IBC 2012 IRC,2009 IBC/IRC,2006 (Ultimate Design Wind Speed, IBC/IRC Vix3'4),2021 and 2018 IBC/IRC Basic Wind Speed,1/..,d'• 2") (Basic Design Wind Speed, V"') Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Fastener Location Building B C B C feet) 8 inch exposure 0-15 126 110 163 142 2 roofing nails 9 inches from 20 126 105 163 136 butt edge 40 126 95 163 123 60 126 89 163 115 0- 15 126 126 163 163 7 inch exposure 2 roofing nails 8 inches from 20 126 121 163 156 Min 0 121,n.shank x 40 126 110 163 142 Minimum'5/ 32 inch thick 0.371 in.HD x 11/ 4 in long butt edge 126 105 163 136 plywood complying with DOC corrosion resistant roofing 0- 15 126 126 163 163 PS 1.95 6 inch exposureNail 20 126 126 163 163 2 roofing nails 7 inches from 40 126 121 163 156 butt edge 60 126 116 163 150 0-15 126 126 163 163 Sinch exposure 20 126 126 163 163 2 roofing nails 6 inches from 40 126 121 163 156 butt edge 60 126 116 163 150 For SI:1 foot=305 mm, 1 inch=25. 4 mm,1 mph=0.44 m/s. Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2V..d=nominal design wind speed. 3V„n=ultimate design wind speed. Wind speed design assumptions per Section 30. 4,of ASCE 7-10:Kzt=1.Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1,Eqn. 16- 33, V3Sd=V„t, 0. 6 6 V=basic design wind speed Wind speed design assumptions per Section 30.3,of ASCE 7-16:Kn=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2021 IBC Section 1609 3.1,Eqn. 16-17 and 2018 IBC Section 1609.3.1,Eqn.16-33, Vasil=V 0. 6 9 Smooth-shank stainless steel nails are outside of the scope of this report TABLE 12—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIE'SHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2015 IBCIIRC and 2012 IBC 2012 IRC,2009 IBGIRC,2006 (Ultimate Design Wind Speed, IBC/IRC V„a.4),2021 and 2018 IBC/IRC Basic Wind Speed,V.m'' 2'°'r) (Basic Design Wind Speed, V"7) Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Fastener Location Building B C B C feet) 8 inch exposure 0-15 126 89 163 115 20 126 89 163 115 2 siding nails 9 inches from butt edge 40 105 85 136 110 60 100 129 0-15 126 105 163 136 7 inch exposure 2 siding nails 8 inches from 20 126 100 163 129 Min.0.091 in shank x butt edge 40 121 95 156 123 illshs inch thick OSB 0 221 in HD x 1'/2 in.long 60 116 89 150 115 sheathing complying with 0-15 126 116 163 150 DOC-PS 2-95 corrosion resistant siding 6 inch exposure Nail 20 126 110 163 142 2 siding nails 7 inches from butt edge 40 126 105 163 136 60 126 95 163 123 0-15 126 116 163 150 5 inch exposure 20 126 110 163 142 2 siding nails 6 inches from 40 126 105 163 136 butt edge 60 126 95 163 123 For SI:1 foot= 305 mm,1 inch=25. 4 mm,1 mph=0.44 m/s. Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2V.w=nominal design wind speed. 3V,a=ultimate design wind speed. Wind speed design assumptions per Section 30. 4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1,Eqn.16-33, Vasil=V„I, 6 V=basic design wind speed Wind speed design assumptions per Section 30.3.of ASCE 7-16:K:,=1,Kd=0.85.GCpi=0.18,GCp=-1.4. 9 2021 IBC Section 1609.3.1,Eqn. 16-17 and 2018 IBC Section 1609.3.1,Eqn. 16- 33, Vasil=V 0. 6 9 Smooth-shank stainless steel nails are outside of the scope of this report ESR-2290 I Most Widely Accepted and Trusted Page 28 of 31 TABLE 13—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIEwSHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 2015 IBC/IRC and 2012 IBC IBC/IRC,2006 IBC/IRC (Ultimate Design Wind Wind Speed, Speed,V.R ),2021 and 2018Basic VW', d S IBC/IRC(Basic Design Wind Speed,1/..7) Height Exposure Category Exposure Category Sheathing Type Siding Fastener Weather Exposure and of Type Fastener Location Building B C B C feet) 8inch exposure. 0.15 116 116 150 150 3 nails for shingles greater than 8 in wide 2 nails for 20 110 110 142 142 shingles 8 in.wide and 40 100 100 129 129 narrower,9 inches from drip 60 95 95 123 123 7 inch exposure 0- 15 126 126 163 163 Minimum 7116 inch thick Min 0.091 in 3 nails for shingles greater 20 121 121 156 156 OSB sheathingx 0 20. 9 in x 1' shank than 8 in wide.2 nails for 40 110 110 142 142 shingles 8 in.wide and 60 105 105 136 136 complying with DOC- in.long corrosion 6 inch exposure 0.15 126 126 163 163 PS 2-95 resistant siding Nail 3 nails for shingles greater 20 126 126 163 163 than 8 in wide.2 nails for 40 126 126 163 163 shingles 8 inwide and 60 121 121 156 156 5 inch exposure 0- 15 126 126 163 163 3 nails for shingles greater 20 126 126 163 163 than 8 in wide.2 nails for 40 126 126 163 163 shingles 8 in wide and 60 121 121 156 156 For SI: 1 foot=305 mm, 1 inch=25.4 mm,1 mph=0.44 m/s. Wind speed design assumptions per Section 6.5.Method 2,of ASCE 7-05:I=1.0.Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2Vaw=nominal design wind speed. 3V,,,=ultimate design wind speed. Wind speed design assumptions per Section 30. 4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1,Eqn. 16-33. Vail=V„l, 0. 6 8 V=basic design wind speed Wind speed design assumptions per Section 30.3,of ASCE 7-16:Krt=1.Kd=0.85,GCpi=0.18,GCp=-1 4. 8 2021 IBC Section 1609.3.1,Eqn. 16- 17 and 2018 IBC Section 1609.3.1,Eqn. 16- 33, Vsd=V 9 Smooth-shank stainless steel nails are outside of the scope of this report IcyESfVAI IIA ION SERVICE" ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2022 Revised December 2023 This report is subject to renewal March 2024. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIE®SHINGLE PANELS, HARDIE°PLANK LAP SIDING,ARTISAN®LAP SIDING,AND HARDIE°SHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Hardie®Shingle panels, Hardie®Plank lap siding,Artisan® Lap Siding, and Hardie®Shingle individual shingles, described in ICC-ES evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2022 California Building Code®(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development OSHPD)AKA: California Department of Health Care Access and Information (HCAI) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below. 2022 California Residential Code®(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Hardie®Shingle panels, Hardie®Plank lap siding,Artisan®Lap Siding, and Hardie®Shingle individual shingles described in Sections 2. 0 through 7.0 of the evaluation report ESR-2290,comply with CBC Chapter 14,provided the design and installation are in accordance with the 2021 International Building Code®(IBC)provisions noted in the evaluation report and the additional requirements of CBC Chapters 16 and 17, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The Hardie®Shingle panels, Hardie®Plank lap siding, Artisan®Lap Siding, and Hardie®Shingle individual shingles , described in Sections 2.0 through 7.0 of the evaluation report ESR-2290,comply with CRC Chapter 7,provided the design and installation are in accordance with the 2021 International Residential Code®(IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued March 2022 and revised December 2023. I('('-/ES Evaluation Reports are not to he eonstnted as representing aesthetics or any other attributes no!specificallvaddrecsed.nor are they to he crammedtied as an endorsement of the subject of the report or a recommendation for as use.I here It no warnmm by Al'Evaluation Service.1.1(',express or umpired.as iu _ to any finding or other matter in this report,or as m any product covered ht the report. Copyright®2023 ICC Evaluation Service,LLC All rights reserved. Page 29 of 31 ESrvai u rON sERVICL ICC-ES Evaluation Report ESR-2290 FBC Supplement Issued December 2023 This report is subject to renewal March 2024. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIE°SHINGLE PANELS, HARDIE°PLANK LAP SIDING, ARTISAN° LAP SIDING, AND HARDIE°SHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Hardie®Shingle Panels,Hardie®Plank Lap Siding,Artisan® Lap Siding, and Hardie®Shingle Individual Shingles, recognized in ICC-ES evaluation report ESR-2290, has also been evaluated for compliance with the codes noted below. Applicable code editions: 2023 Florida Building Code—Building 2023 Florida Building Code—Residential 2.0 CONCLUSIONS The Hardie®Shingle Panels, Hardie®Plank (Cemplank® and Prevail®) Lap Siding, Hardie®Shingle Individual Shingles, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-2290,complies with the Florida Building Code-Building and the Florida Building Code-Residential. The design requirements must be determined in accordance with the Florida Building Code-Building or the Florida Building Code-Residential, as applicable.The installation requirements noted in ICC-ES evaluation report ESR-2290 for the 2021 international Building Code° meet the requirements of the Florida Building Code- Building or the Florida Building Code-Residential, as applicable,with the following conditions: Design wind loads must be based on Section 1609 of the Florida Building Code-Building or Section R301.2.1.1 of the Florida Building Code-Residential, as applicable. Load Combinations must be in accordance with Section 1605.2 if Section 1605.3 of the Florida Building Code-Building, as applicable. Installation must meet requirements of Section 1403.8 of the Florida Building Code–Building and Section R318.7 of the Florida Building Code–Residential, as applicable. Water-resistive barrier must be in accordance with Section 1404.2 of the Florida Building Code-Building or Section R703.2 of the Florida Building Code-Residential,as applicable. Flashing must be in accordance with Section 1405.4 of the Florida Building Code-Building or Section R703.4 of the Florida Building Code-Residential, as applicable. Evaluation of Artisan®Lap Siding is outside the scope of this supplement. Use of the Hardie®Plank (Cemplank® and Prevail®) Lap Siding has also been found to be in compliance with the High- Velocity Hurricane Zone provisions of the Florida Building Code-Building and the Florida Building Code-Residential with the following conditions: The allowable negative design wind load of Hardie®Plank (Cemplank®and Prevail®) Lap Siding must not exceed 92 psf 4405 Pa). ft 1../IS Eruluauon Reports are not to he construed as representing aesthetics or ony other attributes not spenficaly addressed.nor are they to he construed ,\\1 ArtkeasanendorsementofthesuhtrcrofthereportorarecommendationforHyrise. There is na warranty hr/('('f:ruluunon.Senvtce./.l.('.express or unphed.as A= to any finding or other matter or this report.or as to any product covered by the report. Copyright©2023 ICC Evaluation Service,LLC. All rights reserved. Page 30 of 31 ESR-2290 FBC Supplement I Most Widely Accepted and Trusted Page 31 of 31 Hardie®Plank (Cemplank®and Prevail®) Lap Siding must be installed on minimum 5/8-inch-thick solid plywood structural sheathing complying with DOC PS-1. 5/8-inch-thick solid plywood structural sheathing shall be attached to wood studs in accordance with Florida Building Code- Building Section 2322.3. The wood studs must have a minimum specific gravity of 0.42. 5/ 8-inch-thick solid plywood structural sheathing shall be attached to metal studs spaced at 6-inches(152 mm)on-center. At panel edges and all intermediate supports using a No. 8-18 1-1/4-inch (31.75 mm) long by 0.315-inch (8 mm) head diameter ribbed bugle head screw. The metal studs must have a minimum thickness of 0.033-inch (0.838 mm),web depth of 3-5/8-inch (92.1 mm),and flange size 1-5/ 8-inch (41.3 mm). Hardie®Plank (Cemplank®and Prevail®) Lap Siding shall be applied horizontally commencing from the bottom course of the wall with 1-1/4-inch-wide(31.75 mm) laps at the top of the plank such that the exposure area of each plank is less than or equal to 8-1/4-inch (210 mm)vertically. Hardie®Plank (Cemplank®and Prevail®) Lap Siding must be fastened to sheathing over wood studs with a minimum 2- 1/2-inch(63.5 mm) long by 0.223-inch(5.66 mm)shank diameter corrosion-resistant siding nails. Hardie®Plank(Cemplank®and Prevail®) Lap Siding must be fastened to sheathing over metal studs with a minimum No. 8- 18 by 2-1/4-inch(57.15 mm) by 0.315-inch (8 mm) bugle head screws. Fasteners are spaced 16 inches(406 mm)on-center and less than or equal to 8-1/4-inch(210 mm)vertically on the studs. Fasteners shall have a minimum edge distance of 3/ 8-inch (9.53 mm). Maximum support/span spacing shall be no more than 16 inches(406 mm)on-center. In addition to the data noted in Section 6.0 of the evaluation report ESR-2290, data in accordance with Florida Building Code Test Protocols for High-Velocity Zones TAS 202 and TAS 203 was submitted for Hardie®Plank(Cemplank®and Prevail®)Lap Siding. Use of the Hardie®Shingle Panels,Artisan®Lap Siding,and Hardie®Shingle Individual Shingles for compliance with the High- Velocity Hurricane Zone provisions of the Florida Building Code-Building and the Florida Building Code-Residential has not been evaluated and is outside the scope of this supplemental report. For products falling under Florida Rule 61G20-3,verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued March 2023 and revised December 2023.