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352 5th St RESA20-0021 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: PARKER EDWARD S JR 352 5TH ST ATLANTIC BEACH FL 32233-5346 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169840 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 352 5TH ST RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION enclose screened porch $47313.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 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: 1/7/2021 PERMIT NUMBER RESA20-0021 ISSUED: 1/7/2021 EXPIRES: 7/6/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $290.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $145.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.28 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.85 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $697.13 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 1/7/2021 PERMIT NUMBER RESA20-0021 ISSUED: 1/7/2021 EXPIRES: 7/6/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 "J;" ..... • • 2 City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 ~ Phone: (904) 247-5826 Email: Building-Dept@coab.us **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: _...,a3..__._B~a._..,.e±V1 ___ ___.:e=...,~-~=-...::-e;o::::...!t-_______ Permit Number:---------- Legal Description 5-::'I.? g I '2 -2 S -;Jitf ~ A1:fAAKL rb<adn RE# _________ _ Valuation of Work (Replacement Cost)$ 501 () Q Q I Heated/Cooled SF j,20 Non-Heated/Cooled ____ _ • Class of Work: □New □Addition pt'Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial □Residential • If an existing structure, is a fire sprinkler system installed?: □Yes O No • Will trees be removed in as sociation with ro ro·ect? □Yes mus · Removal Permit o Florida Product Approval # __________________ for multiple products use product approval form Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information NameofCompany d'oV/V4-f3vt; Ike Qualifying Agent _______________ _ Address ___________________ City ________ State ___ Zip _____ _ Office Phone ______________ Job Site Contact Number _______________ _ State Certification/Registration# ________ E-Mail _____________________ __.c Architect Name & Phone# _________________________________ _ Engineer's Name & Phone# _______ ,.......... _________________________ _ Workers Compensation Insurer _______________ OR Exempt □ Exp iration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating con struction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ANCI CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE l'AJ,l'.°rn N T E OF COMMENCEMENT. (Signature of Contractor) 0,. is'3l) dayof Signed and sworn to (or affirmed ) before me this __ day of ____ _, ___ _,by __________ _ 1:;-.1'~ Notar "' 0 Com My comm. expires Sept. 17, 2022 (Signature of Notary) [ ) erso nal y Known OR "r;>(.Produced Identification ,f I... ~ L [ ) Personally Know n OR [ ) Pro duced Identification owne, 8'-'ilder AtfidavH; City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT#: ______ _ I. FLORIDA STATUTES ; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION . YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES RE UIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON ISA LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V . ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. 'fobAddress: :3'29 ~ 5tree± fd1axrb~✓ «ad11 fl, 3dtr::?;6 ().-.mer Name:~ ............ ~~--~~\r-~~-----,---,--y---Phone Number: 'JQf Jl/)---~/'f y: ~DHt. [kuV) State: FL Zip: :;o--a2;>-:> Notarized Signature of Owner _____ ~--'--Yji-tf1'--"'c::====-------------~----- ·he foregoing instrument was acknowledged before met is 30~day of ~L.Lll,......,.,=_, >f '1)\ l\J a,\ AUBREY M. LITT LES Notary Public, State of Florida Commission# GG 259573 MV ·,nm exoire~ Sept. 17, 2022 Signature of Notary Public --'I--+----=;_::_~-=------------- [ ] Personally Known OR M Produced Identification Type of Identification: __ f..,._l __ :1)~_L ______________ _ Updated 10/24/18 Dec. 7, 2020 Mr . Dan Arlington Atlantic Beach Building Official Subject: Alterations at 352 Fifth Street, Atlantic Beach Dear Dan; Rich Morrison and I, Sid Parker, met with you a couple of weeks ago related to enclosing a second floor screened balcony to make as HV AC space off of the Master Bedroom and Bedroom 3 . We appreciated your information regarding these alterations. We have completed the documents and are submitting for the owner/builder permit at this time. If you have any questions please do not hesitate to call me at 904 553-4690 or email at sidparker@comcast.net. ~ Sid Parker [Type text] ALTERATIONS TO 352 FIFTH STREET ATLANTIC BEACH FLORIDA CHANGE SECOND FL DECK AREA OFF MASTER BR AND BR 3 FROM SCREENED DECK AREA TO ENCLOSED/AIR COND. SPACES -Remove 2-3050 SH windows in BR3-make cased opening to new A/C area -Remove pair of doors in MBR-make a cased opening to new A/C area -Remove deck, guardrail and screens at balcony area off of MBR and BR3 -Level deck area to be same elevation as MBR and BR3. • · -Add 2X6 wall at edge of deck cµ-ea with new windows: MBR-add 4-3050 SH Simonton windows at south/rear elevation; add 9016. Simonton fixed glass window at west/right elevation. BR3-move 2-3050 SH windows from south/rear elevation to new wall at south edge of deck; add 9016 Simonton fixed glass window at east/left elevation. . . -Add 2X4 wall between MBR & BR3 in new area to south of existing MBR & BR3 -Insulation: add Rl9 in 3 new exterior walls of enclosed former deck area;· add R30 insulation in ceiling of former deck area · -Electric: add new duplex receptacles, recess can lights and tv outlets as shown on electric plan; electric contractor to provide required permit -AC: add supply ducts· in new AC areas at MBR and BR3; verify sizing of current HV AC compressor and air handler for add area on· second floor-HV AC tQ provide required energy sheets, etc. with mechanical permit application -New AC space-add _drywall on walls and ceilings; add carpet to match BR3 and MBR 352 Fifth St, Atlantic Beach, Fl HEATED/UN HEATED AREA BEFORE ALTE~TION · Finished screen porch 1st fl Finished screen porch 2nd fl lstfl ac 2nd fl ac 1st fl entry porch fin. Garage total Gross area 357 420 1716 1435 90 599 4617 a/c area 1716 1435 3151 AFTER ALTERATION Gross are.a 357 0 1716 1435 90 599 4197 a/c area 420 1716 1435 3571 ALTERATION WILL CONVERT ZND FLOOR SCREENED PORCH TO HEATED/AC AREA-CHANGES 420 SQFT FROM NON HEATED/AC TO HEATED AND A/C PRODUCT APPROVA L INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: _3_"'_:S._Z __ ,h_t _,c;-r,_~;__S"'._'.la_ee;._/---+-· _A_~--~-/c_&_&P_ol.----,c.....~p( ____ Perm it #: ________ _ ..-o Ao /./e-zt!:9 <';,,,t? r;;-L / sn /} t,;~ ,#J ;t'; ✓ Ai *Ow ner/Project Name: _r_ ,rr_.,c.,_~_c_'J.dc...,::;'---..J-; _______ P __________________________ _ As requ ired by Florida St atute 553.842 and Fl orida Ad m i nistrative Code Rule 9B-72, please provide the information and product approval number(s) for the buildi ng compo nent s l ist e d be low as applica ble to the b u ild ing constru ction p roject fo r t he permit n umbe r li sted above. Yo u shou l d con t act yo ur produ ct supp lier if you d o not know the product approval number for any of the applicable listed prod ucts . Infor mation regarding statewide produ ct ap prova l may be obt ai ned at: www.floridabuild i ng.org. Category /Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTER IOR DOORS 1. Swinging 2. Slidi ng 3. Sectiona l 4. Garage Ro ll-Up 5. Au tomatic 6. Other B. WINDOWS 1. Sing le hung 2. Horizontal sli der 3. Case m ent J_, J A -Al .,.- 4. Double hung ;$,MON 10II/ (f -7 '-"'"'"' ..l tor/1'1 -✓ ~q6.J79-l<-"f /,10./1#0,v./S -::/(}/)/// /,np/Jf (/,,,;,'g/ 5. Fixed S,n.~,v'17# / PC 1 'f~- I J ;r, .. sr;J-,,._ ~~ F¼,1.s-. --];,,> 'L IF~ lt3i1-/GZ- 6. Awning 7. Pass-through 8. Proj ecte d 9. M ullion 10. W in d breaker 11 . Du al actio n 12 . Other Page 1 of 4 Updated 10/17 /18 Category /Subcategory Manufacturer Product Description Limitation of Use State# ' Local# C. PANELWALL I 0 ,.J ~ /_ 1. Siding ;rtJ~{!r~ (.fr,..;c..,... '7 f-"11>,ef {;C/.''&A ~,.,,,_ µ/ 32 23-,R.,f _..-,t),,,.,.., 2. Soffits I / 3 . EIFS 4. Storefronts 5 . Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7 . Single ply roofing 8. Roofing t iles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate . 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adh esive 16. Spray applied pol~urethane roof 17.0ther Page 2 of 4 Updated 10/17 /18 Category /Subcategory Manufacturer Product Description Limitation of Use State# Loca l # E. SHUTTERS 41 1. Accordion 2. Bahama 3. Storm panels 4. Col onia l 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss pl ates 3. Engineered lumber 4. Ra il in g 5. Coolers-freezers 6. Conc r ete admixtures 7. Materia l 8. Insulation forms 9. Plast i cs 10. Deck-roof 11.Wall 12 .Shed s 13. Other G. SKYLIGHTS ~ I 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. P age 3 of 4 Updated 10/17 /18 I In addition to completing the above list of manufacturers, p roduct description and State approval number for the products used on this project, the Contractor shall maintain on the job ·site and available to the Inspector, a legible copy of each manufacturer's p rinted specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Ciw#-e/L *Contractor Name (Print Name): 5°/,0 ~ r-/~ t? /1)",rf t' ,,- * ,CoAtramr Signature: _:z~~~~~~c::::_:__--\-~J.LVVJ'-V-'.::::: *Company Name: -------------------------------------------- *MailingAddress: 352-,f=.->P7l ST -----'---------------------------'--------------- *City: ~0$< /St:;7_,r-r.,,,1.._ - qdq' ?,y' '2--5'91 'f 'Telephone Numbe ;,/10</ 5S J -'lb'tCJ Cell Phone Number: Fax Number: *State: ,,C( *Zip Code:_:? ___________ _ *E-mail Address: :5 II/J,l:?"°rRe.,,,,-@ f!:c>,Yl/ C;Js/, /J(-i:,, f ' --------------------------------------- Page 4 of 4 Updated 10/17/18 FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 FORMS Climate Zone □ Scope: Compliance with Section R401.2(1) of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a build"mg must meet or exceed all of the energy efficiency requirements on Table R402A and all appficable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME \<t--';VVJ.ll -PPo t 11 tJ N ANDADDRESS: ~ 0:pp-j-ST( frrL. ~di-- OWNER: :t;c, ~ USA .()~ General Instructions: BUILDER: PERMITTING OFFICE: Ml.-(3 ct-1- JURISDICTION NUMBER: PERMrT NUMBER: 1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. Ali "To Be Installed" values must be equal to or more efficient than the required levels. 2. Complete page 1 based on the "To Be Installed" column Information. 3. Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple-family attached 3. H multiple-famlly, number of units covered by this submission 4. ts tnls a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Windows, type and area a) U-factor: b) Solar Heat Gaii CoelflCient (SHGC) c) Area 7. Skylights a) U-factor: b) Solar Heat Gain Coefficient (SHGC) 8. Roor type., area or perimeter, and insulation: a} Slab-on-grade (R-value) b) Wood, raised (R-value) c) Wood, common {ff.value) cl) Concrele, raised {ff.value) e) Concrete, common (ff.value) 9. Wall type and Insulation: a) Exterior: 1. Wood frame {Insulation R-value) 2. Masonry (Insulation R-value) b) Adjacent: 1. Wood frame {Insulation A-value) 2. Masonry {Insulation R-value) 10. Ceiling type and insulation a) Attic {Insulation A-value) b) Single assembly {Insulation R-value} 11. Air distribution system: a) Duct location, insulation b) AHU location c) Total duct leakage. Test report attached. 12. Cooling system: a) type b) efficiency 13. Heating system: a) type b) efficiency 14. HVAC sizing calculation: attached 15. Water heating system: a) type b) efficiency I hereby certify that the plans and specifications covered by this form are in cornpriance with the Florida Building Code, Energy Consenlation. PREPARED BY:. __________ Date. ___ _ I hereby certify that this building is In compliance with the Florida Building Code, Energy Conservation. OWNER/AGENT:. __________ Date:. ___ _ 1. 2. 3. ,~ 4. 5, £(:S pt 6a. ,2{ 6b. .30 6c. \..\:1 'S ,$"". 7a. 7b. 8a. 8b. 8c. '""2..-QY: \.-t:'. 8d. 8e. 9a1. ~~ _s ,-E 9a2. 9b1. 9b2. 10a. t..\'.U) 5.-+. 10b. ~~=~ ~{: ~~<0 === j~ ~e~-•-□~~ 13b. t, S: ~p-p 14. --~-----~--ves"!(J. No □ 1sa. £.i (S-11 t-l(-r:: 15b. Review of plans and specifications covered by this form indicate compliance with the Florida Building Code, Energy Consesvation. Before construction is complete, this building will be Inspected for compliance in accordance with Section 553.908, F.S. COOEOFRCIAL:, __________ _ Date: ____ _ FLORIDA BUILDING CODE -ENERGY CONSERVATION, 6th EDITION (2017) R-55 I FORMS TABLER402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS1 INSTALLED VALUES Clbnate Zone 1 Climate Zone 2 Windows U-Factor-NR U-Factor= 0.402 Yfactor= • l-'S_ SHGC:0.25 SHGC=0.25 SHGC= ,>o Skylights LJ.factor=0.75 . lJ.faclor = 0.65 LJ.factor= SHGC=0.30 SHGC=0.30 SHGC= Doors: Exterior door U-factor = NA U-factor = 0 .40' LJ.factor= Floors: Slab-on-Grade NA NR I (1 Overuncondtioned spaceS4 R-13 R-13 R-Value= Wans•: Ext. and Adj. \9 Frame R-13 R-13 R-Value= Mass Insulation on wall interior R-4 R-6 A-Value = Insulation on wall exterior R-3 R-4 R-Value= Ceilings' R=30 R=38 A-Value= Air infiltration Blower door test is requirad on the buikalg envelope to verify leakage S 1 ACH; Total leakage= ACH test report provided to code official. Test~~? Yes No Air distribution system•: ~\C... Air handling unit Not allowed in attic OuctR-value R-value ~ R-8 {supply in attics) or;;:: R~ (aB other duct localions) Localion: r-~z R-Value= Air leakage": Duct test Postconstruction test Total leakage S 4 cfml100 s.f. Total leakage = ___ cfm/100s.f. Rough--lnleSt Total leakage S 4 cfm/100 s.l. (air hander installed) TestreportAtlached? Yes O No 0 TOIBI leakage S 3 cfm/100 s.f.. {air handla-not installed) Location: Ducts In conditioned space Test not required If al duels and AHU are in condilioned space Air conditioning system: Minimum 1ederal standaJd required by NAECA": 's Central system S 65,000 Btulh SEER 14.0 SEER= Room unit or PTAC EER (from Table C403.2.S{3)J EER= \"2-Other. See Tables C403.2.3(1 }-(11) Heatrig system: Minimum federal standard required by NAECA": 9-~ 5 Heat pump S 65,000 Btu/h HSPFB.2 HSPF= Gas furnace, non-weatherized AAJE80% AFUE= Oil furnace, non-weatherized ARJE83% AFUE= Other. Water heating system (storage type}: Minimum fed81lll standard required by NAECA1: f:;,\{_t ~'11~6-Electric, 40 gal: EF = 0.92 Gallons= 50 gat EF = 0.90 EF= Gas fired" 40 gat EF = 0.59 GaBons= 50 gal: ·EF = 0.58 EF= Other (describe): NR = No requirement. (l) Each component pc.sent in the As Proposed home must meet or exceed each of the applicable perfonnance criteria in order to comply with this code using this method. (2) For impact rated fenestration complying with Section R301.2.l.2 of the Florida Building Code, ResidenJial or Section 1609.J .2 of the Florida Building Code, Building, the maximum U-factor shall be 0 .65 in Climate Zone 2. An area-weighted average of U-factol: and SHGC shall be accepted to meet the · requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections .R402.3.l, · R402.3.2 and R402.33. (3) One side-hinged opaque door assembly up to 24 square feet is ex.empted from this U-factor requirement. (4) R-values are for insulation material only as applied in acconlance with manufacturer's installation instructions. For mass walls, the "interior of wall" requirement must be met except if at least 50 pcrocnt of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (5) Ducts & AHU installed "substantially leak fi:ee" per Section R403.3.2. Test requixed by either individuals as defined in Section 553.993 (5) or (7). Florida Stalutes, or individuals licensed as set forth in Section 489.IOS(3)(f). (g) or (i), Florida Srazutes. The tOOII leakage test is not required for ducts oud air handlCJS located entirely within the building thermal envelope. (6) Minimum efficiencies are those set by the National Appliance 'Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regu}atiODS. For other types of equipmeilt, see Tabl~ C403.23(1-ll) of the Commercial Provisions of the Florida Building Code, Energy Conservation. (7) For-other electric storage volumes, minimum EF = 0.97 -(0.00132 • volume). (8) For other natural gas storage volumes, minimum EF = 0.67 -(0.0019 • volume). R-56 FLORIDA BUILDING CODE-ENERGY CONSERVATION, 6th. EDmON (2017) FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requiremen1(s) Check Ail' leakage R402.4 To be caulked, gasketed, weatherstripped or o1he!wise sealed per Table R402.4.1.1. Recessed fighting: IC-rated as having $; 2 .0 elm tested lo ASTM E 283. Windows and doors: 0.3 cfm/sq. ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or AAMA!NDMA/CSA 1O1n.S. 2/A440. J Fireplaces; T91!-fitting flue dampers & outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. / thermostat R403.3.2 Duels shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5) or (7). Florida Air distribution system R403.3.4 Statutes, or individuals licensed as set forth in Section 489.105(3) {f). {g) or {i). Ronda Statutes. Air handling units ✓ are not affowed in attics. Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to~ R-3 to kitchen outlets, other cases. Cin:ulaling systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe / risers. Swimming pools & spas R403.10 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat ✓ loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaters minimum COP is 4.0. Coolinglheating R403.7 Sizing calculation performed & attached. Special occasion cooling or healing capacity requires separate system or ,/ equipment variable capacity system. Lighting equipment R404.1 At least 75% of permanently installed lighting fixtures shall be high-efficacy lamps. ./ FLORIDA BUILDING CODE-ENERGY CONSERVATION, 6th EDmON (2017) R-57 L ' I I ~~~:eci;~r:mary ~-------UfSt'Pr,(2.> Job: Date: December 2, 2020 By: Brandon Zaharie Pro ·ect Information For: Lisa Par1cer 352 5th St.Atlantic Beach, FL 32233 Notes: Desi n Information Weather: Jacksonville/Craig, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD 36 °F 70 °F 34 °F Heating Summary Structure 14621 Btuh Duels Central vent (0 cfm) (none) Humidification Piping Equipment load 6764 Btuh 0 Btuh 0 Btuh 0 Btuh 21385 Btuh Infiltration Method Simplified A~ 0 Construction quality Fireplaces Area (fF) \blume (fP) Air changes/hour Equiv.AVF (cfm) Heating 1855 14978 0.50 125 Cooling 1855 14978 0.26 65 Heating Equipment Summary Carrier Make Trade Model AHRlref CARRIERAIR CONDITIONING 25HBC542A00300 9155360 Bfici~ Heating input Heating oulput Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point= 18 °F 8.5HSPF 42000 Btuh @47°F 28 °F 1383 cfm 0.065 cfm/Bluh 0 inH2O Backup: Input= 2 kW, Output= 7629 Btuh, 100 AFUE Outside db 94 °F Inside db 75 °F Design m 19 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Sensible Cooling Equipment Load Sizing Structure 21524 Btuh Ducts 8095 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swina multi£lier 0.99 Equipmen senSJ le load 29175 Btuh Latent Cooling Equipment Load Sizing Structure Duels Central vent (0 cfm) (none) Equipment latent load 7027 Btuh 2599 Btuh 0 Btuh ~uipment Total Load (Sen+Lat) Req. lotal capacity at 0.70 SHR 9626 Btuh 38801 Btuh 3.5 lon Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond 25HBC542A00300 Coil FX4DNF043L AHRI ref 9155360 Bfici~ Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.047 cliTI/Btuh o inH2O 0.75 Galculations approved by ACCA to meet all requiremenfs of Manual J 8th Ed . ...._ -+1,,-wright.soft:"" ,&. ....... ,__ RigH-&ile9lmler.,al 201818.0.11 RSUl571 1 ... ly'Doarnerts\Wrigltsoft HVAC'Parlcer, E"-d.fl4> Cale= Ml8 Frort Ooorfaoes: N 2020-Deo-0319:56:19 Page1 I Location: Component Constructions ~,-H e A-D o { -n "N Project Information For. Lisa Parker 352 5th St, Atlantic Beach , FL 32233 Design Conditions Indoor. Jacksonvifie/Craig, FL, US Bevation: 43 ft Latitude: 30 °N Indoor temperature (°F) Design TD (°F) Outdoor: Dry bulb (0 F) Heating 36 Cooling 94 Daily range {°F) Wet bulb (°F) Wind speed (mph) 17 ( M ) 77 15.0 7.5 Construction descriptions Or Walls 12E-Osw: Fnn waU, v.d ext, 1/2"111K>Od shth, r-19 cav ins, 1/2" gypsum e board int fnsh , 2"x6"v.ood fim , 16" o.c. stud s w all Partitions (none) Windows 4B5-2fv: 2 glazing , dr low-e outr, argon gas, insulated vinyl fnn mat, cir e innr, 1/4" gap, 1/8" lhk; NFRC rated (SHGC=0 .25); 2 ft overhang (1.5 ft w v.mdow ht, 1 ft sep.); 6 .67 ft head ht an 4A5-2ov: 2 glazing, dr low-e outr, argon gas, insulated vinyl fim mat, cir s innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 50% roller shades, v.hile; 50% outdoor insect saeen; 2 ft overhang (5 ft v.inclow ht, 1 ft sep .); 6.67 ft head ht Doors (none) Ceilin s 16B-30t: Attic ceiling , asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P-19t: Flrfloor, fim fir, 12"thkns, r-19 cav ins, amb ovr ,.__ -f!fr wrightsofr J!!1!;.. •~-•-•--Rigtl-Slile®Lnversal 201818.0.11 RSU05711 --~ HVAC'Pa.1er, 8MW.Il4' Cale= MJB FrortDoorfaoes: N Relative humidity(%) Moisture difference (gr/lb) Infiltration: Area Me1hod Construction quality Fireplaces U-value 11' BUl'ft'-°F 83 0.068 190 0.068 83 0.068 355 0.068 14 0.300 14 0.300 27 0.300 90 0.300 420 0.032 204 0 .050 lnsul R tt<-"'FIBILtl 19.0 19.0 19.0 19.0 0 0 0 0 30.0 19.0 Job: Date: December 2, 2020 By: Heating 70 34 30 7.9 Simplified Average 0 HtgHTM - 2.32 2.32 2.32 2.32 10.2 10.2 10.2 10.2 1.09 1.70 Cooling 75 19 50 50.5 Loss ClgHTM Gain Bllt1 BllMI" 81!.tl 191 1.53 126 441 1.53 291 191 1.53 126 823 1.53 543 138 21.3 287 138 21.3 287 276 21 .3 574 921 8.10 729 458 1.76 741 348 0.75 154 2020-Dec-03 18:44:37 Pagel '--' * N Level2 BR3 Addition Master Addition 1' 1' IBl__ 121 cfm IBl__ 193 cfin Existing Up ~ 186 cfin ~ 186 cfm ~ 186 cfm ~ 186 cfin ~ 186 cfin II .Jobtk Scae:1 :81 Perfonnedfor: ~1 LisaPaKer ~~ 3525t1St 180.11 RSllli7I Alric Beacti,R.32233 _j ~ .. J Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247 -5826 Email: Building-Dept@coab.us D Revision to Issued Permit OR ~ Cor rections to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQU IRED. PERMIT#: 'J2!f,SA-;21>-(}272-J Date: ______ _ Project Address: __;;3:;__s ...;_z-'--_.._e _1_f!_0_t =-------=S:=--='F/i_·~-~.:::.r::__,_, .L.6).J<..:r'-'t-.'-',.o-4-L..LJL(-a=:/5,=£:#,:£W9.=...:::::.c£=.-_..::::'3c..c22_· _33 _______ _ 'r'P,,-,)'Y)/ j-. Contractor /Contact Name: ___e:S:::_:_, 0=----1------.!.:::.:.....:=----+-.It:...!.M~:,,\/.'...:....!:.'..fl..!..,-.,L.--L.l./.~~4---..l!::.:.-=----.f-~· 11:::JO~/':....:W.~J Jl.~"°:......!-,t::..../_".:.!1/--L. S:J r.:, 5:J.t:J Contact Phone: /2 1c,f._ qolj S'Y,!:{ bb '7(z Em a i I: g , e,L_ j_ I?. 1(:_A fY) o,-,r J s blV @fj J1) flJ Z , C !)i'v> Description of Proposed Revision/ Corrections : .__,,.P"-'-J .c..e{__,__,/Yl'---"_o_,~'----'-r _1-=.S:....iYJ ____ affi rm the revision/corr ect ion to comments is inclusive of the proposed changes. (printed name) • Will proposed revisio n/corrections add additional square footage to original submittal? tlB'No D Yes (addit iona l s.f. to be added: ___________ _, • W i ll proposed revision/corrections add additional increase in building va l ue to original submittal? 12if No D *Yes (additional increase in building value : $ ________ ) (Cont ra ctor must sign if i n crease i n va luati on) *Signature of Contractor/Agent: ~~ J1/#?7,~~ (Office Use On ly) D Approved ~Denied D Not Applicable to Department Permit Fee Due$. _____ _ Revision/Plan Review Comments ____________________________ _ Department Review Required: Build i ng Planning & Zoning Tree Administrator Public works Publi c Utilities Public Safety Fire Service s Reviewed By Date Updated 10/1 7/18 Gmail 352 5th ST Rich Morrison <1richmorrison@gmail.com> To: "Gindlesperger.Toni" <tgin@coab.us> Rich Morrison <1 richmorrison@gmail.com> Fri , Dec 18, 2020 at 2:12 PM Cc: Lisa Parker <lisaparker@comcast.net>, Sid Parker <sidparker@comcast.net> RE: RESA230-0021 -alteration to enclose screened porch Zoning: Height of alteration: no change in existing height which is 30'6" and site plan: no changes to building envelope. Screen enclosure is on second floor: Attached is west elevation and surveys-zoning121820.pdf Building: 1. Product approval code for Simonton windows were verified with supplier: fixed window Fl228-R21 and double hung Fl5419-R 19. Sorry for incorrect numbers: See attachment: energy&flprodapp121820.pdf 2. James Hardie installation instructions and ESR report attachment Hardieinstallinst121820.pdf and hardieesr2290rept121820.pdf 3. Signed Energy Conservation form attache energy$flprodapp121820.pdf 4. Verified meeting with Dan Arlington in which discussed original George Bull plans would be marked and clouded with Changes. Dan said he spoke to Mike Jones about this. 5. Method of construction/alteration method level: Discussed with Dan Arlington Dec 18, 2020-alteration level II with less than 50% of cost related to building value. Dan said not necessar to resubmit plans but this note will be added to all the field documents. I am working with Sid Parker to get the permit. If there are any other questions or concerns please email me at 1 richmorrison@gmail.com or call at (904) 545-6676. Thanks for your assistance. [Quoted text hidden] 4 attachments ~ zoning121820.pdf 1672K ~ energy&flprodapp121820.pdf 1007K ~ Hardieinstallinst121820.pdf 2188K ~ hardieesr2290rept121820.pdf 14283K Permit Number: RESA20-0021 Applied: 12/8/2020 Issued: Status: AWAITING REVISION Parent Permit: Parent Project: Details: SENT DATE DATE Review Group: AUTO 12/8/2020 12/8/2020 Notes: Approved: Finaled: DUE DATE Description: enclose screened porch Site Address: 352 5TH ST City, State Zip Code: Atlantic Beach, Fl 32233 Applicant: <NONE> Owner: PARKER EDWARDS JR Contractor: <NONE> TYPE SUBMITTAL COMPLETENESS CONTACT Jennifer Johnston STATUS APPROVED W/CONDITIONS received via email, uploaded as 2 attachments; recorded NOC required prior to first inspection 12/8/2020 12/10/2020 12/22/2020 Notes: Please provide the height of the proposed addition. Please subm it a site plan showing set backs. 12/8/2020 12/15/2020 12/22/2020 Notes: Correction Comments: ZONING Zoning DENIED BUILDING Building DENIED REMARKS 1. On the product approval information sheets, the FL#1630-R2 was submitted for the fixed window for the project. The number actually relates to Weyhauser lumber product and not a window. Please resubmit the correct FL# for the fixed window. 2. Atlantic Beach requires that the manufacturer's insta llation instructions and Evaluation Report be submitted for plan review on the James Hardie I Siding Building Material. Plea se submit both of these informational items . . FORM R402-2017 ENERGY CONSERVATION, is missing signatures and dates for the preparer of the form and the signature and date of the owner/agent. From is incomplete. Please resubmit the form completed. 4. In the meeting with Dan Arlington did you discuss with him that you would be submitting original existing Architectural drawings that were gene rated from George Bull, and that you would be writing on those plans in an editing fashion to disclose what work and where it was to take place? 5. From the 6th Edition of the FBC-Existing Building Code -Residential, choose Method of Construction Compliance/Alteration Level. Place t h i s information on the construction documents and resubmit that page. 12/8/2020 12/15/2020 12/22/2020 Notes: See Conditions of Approval that will be printed on Permit. 12/8/2020 12/9/2020 12/22/2020 Notes: Printed: Friday, 18 December, 2020 PUBLIC WORKS Public Works PUBLIC UTILITIES Public Utilities 1 of 1 APPROVED W/CONDITIONS NOT APPLICABLE TO DEPARTMENT (♦~ CENTRALSQUARE Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab .us D Revision to Issued Permit OR ~ Corrections to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT#: 'f?ff.,SH :21>-tJ?JZ,} Date: ______ _ Project Address: _.:;3'---s --'-z-'---_L_e_1...;_;zt_n_t =-------=S::....::Ff'i_A.-':_~..:::.:;t-!-._I-/ .LfvJ<....:/-'-~---',,<i-;/}-;~j L(_iZ::,/3i~t'llJt'..,jO.::...::::C/4.i::::...__..:::'3---'22--_33 _______ _ s;';t:J Email: g ,e,,t_ .J. t?, 1t2Arrlc.),--r1swvtJj/fJ/lJ l, Ct>1v> Description of Proposed Revision/ Corrections: .-----"P>--L-1 .c..?{___.____,c(}'--"_o_,~'----'-r _1--=5:.....tY'l ____ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? tB'No D Yes (additional s.f. to be added: ___________ _, • Will proposed revision/corrections add additional increase in building value to original submittal? ~No D *Yes (additional increase in building value: $ ________ ) (Contra ctor must sign if increase in va luation) *Signature of Contractor/Agent: ~~ PJ#?rv--==....__ (Office Use Only) {i Approved D Denied D Not Applicable to Department Permit Fee Due$. _____ _ Revision/Plan Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public works Publi c Utilities Public Safety Fire Services Reviewed By Date Updated 10/1 7/18 Gmail 352 5th ST Rich Morrison <1 richmorrison@gmail.com> To: "Gindlesperger.Toni" <tgin@coab.us> Rich Morrison <1 richmorrison@gmail.com> Fri, Dec 18, 2020 at 2:12 PM Cc: Lisa Parker <lisaparker@comcast.net>, Sid Parker <sidparker@comcast.net> RE: RESA230-0021 -alteration to enclose screened porch Zoning: Height of alteration: no change in existing height which is 30'6" and site plan : no changes to building envelope . Screen enclosure is on second floor: Attached is west elevation and surveys-zoning121820.pdf Building: 1. Product approval code for Simonton windows were verified with supplier: fixed window F1228-R21 and double hung Fl5419-R19. Sorry for incorrect numbers: See attachment: energy&flprodapp121820.pdf 2. James Hardie installation instructions and ESR report attachment Hardieinstallinst121820.pdf and hardieesr2290rept121820.pdf 3. Signed Energy Conservation form attache energy$flprodapp121820.pdf 4 . Verified meeting with Dan Arl ington in which discussed original George Bull plans would be marked and clouded with Changes. Dan said he spoke to Mike Jones about this. 5. Method of construction/alteration method l evel: Discussed with Dan Arlington Dec 18, 2020-alteration level II with less than 50% of cost related to building value. Dan said not necessar to resubmit plans but this note will be added to all the field documents. I a m working with Sid Parker to get the permit. If there are any other questions or concerns please email me at 1 richmorrison@gmail.com or call at (904) 545-6676. Thanks for your assistance. [Quoted text hidden] 4 attachments ~ zoning121820.pdf 1672K ~ energy&flprodapp121820 .pdf 1007K ~ Hardieinstallinst121820.pdf 2188K ~ hardieesr2290rept121820.pdf 14283K Permit Number: RESA20-0021 Applied: 12/8/2020 Issued: Approved: Fi naled: Status: AWAITING REVISION Parent Permit: Parent Project: Details: SENT DATE Review Group: AUTO 12/8/2020 Notes: RETURNED DATE 12/8/2020 DUE DATE Description: enclose screened porch Site Address: 352 5TH ST City, State Zip Code: Atlantic Beach, Fl 32233 Applicant: <NONE> Owner: PARKER EDWARDS JR Contractor: <NONE> TYPE SUBM ITTAL COMPLETENESS CONTACT Jennifer Johnston STATUS APPROVED W/CONDITIONS received via email, uploaded as 2 attachments; recorded NOC required prior to first inspection 12/8/2020 12/10/2020 12/22/2020 Notes: Please provide the height of the proposed addition. Please submit a site plan showing set backs. 12/8/2020 12/15/2020 12/22/2020 Notes: Correction Comments: ZONING Zoning DENIED BUILDING Building DENIED REMARKS 1. On the product approval information sheets, the Fl.#1630-R2 was submitted for the fixed window for the project. The number actually relates to Weyhauser lumber product and not a window. Please resubmit the correct FL# for the fixed window. 2. Atlantic Beach requires that the manufacturer's installation instructions and Eva luation Report be submitted for plan review on the James Hardie I Siding Building Material. Please submit both of these informational items . . FORM R402-2017 ENERGY CONSERVATION, is missing signatures and dates for the preparer of the form and the signature and date of the owner/agent. From is incomplete. Please resubmit the form completed. 4. In the meeting with Dan A rli ngton did you discuss with him that you would be submitting original existing Architectural drawings that w ere generated from George Bull, and t hat you would be writing on those plans in an editing fashion to disclose what work and where it was to take place? 5. From the 6th Edition of the FBC-Existing Building Code -Residentia l, choose Method of Construction Compliance/Alteration Level. Place this information on the construction documents and resu bmit that page. 12/8/2020 12/15/2020 12/22/2020 Notes: See Conditions of Approval that will be printed on Permit. 12/8/2020 12/9/2020 12/22/2020 Notes: Printed: Friday, 18 December, 2020 PUBLIC WORKS Public Works PUBLIC UTILITIES Public Utilities 1 of 1 APPROVED W/CONDITIONS NOT APPLICABLE TO DEPARTMEN T (♦~ CENTRALSQUARE Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab .us D Revision to Issued Permit OR ~ Corrections to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT#: 'f?ff.,SH :21>-tJ?JZ,} Date: ______ _ Project Address: _.:;3'---s --'-z-'---_L_e_1...;_;zt_n_t =-------=S::....::Ff'i_A.-':_~..:::.:;t-!-._I-/ .LfvJ<....:/-'-~---',,<i-;/}-;~j L(_iZ::,/3i~t'llJt'..,jO.::...::::C/4.i::::...__..:::'3---'22--_33 _______ _ s;';t:J Email: g ,e,,t_ .J. t?, 1t2Arrlc.),--r1swvtJj/fJ/lJ l, Ct>1v> Description of Proposed Revision/ Corrections: .-----"P>--L-1 .c..?{___.____,c(}'--"_o_,~'----'-r _1--=5:.....tY'l ____ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? tB'No D Yes (additional s.f. to be added: ___________ _, • Will proposed revision/corrections add additional increase in building value to original submittal? ~No D *Yes (additional increase in building value: $ ________ ) (Contra ctor must sign if increase in va luation) *Signature of Contractor/Agent: ~~ PJ#?rv--==....__ (Office Use Only) ~Approved D Denied D Not Applicable to Department Permit Fee Due$. _____ _ Revision/Plan Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public works Publi c Utilities Public Safety Fire Services Reviewed By Date Updated 10/1 7/18 Gmail 352 5th ST Rich Morrison <1 richmorrison@gmail.com> To: "Gindlesperger.Toni" <tgin@coab.us> Rich Morrison <1 richmorrison@gmail.com> Fri, Dec 18, 2020 at 2:12 PM Cc: Lisa Parker <lisaparker@comcast.net>, Sid Parker <sidparker@comcast.net> RE: RESA230-0021 -alteration to enclose screened porch Zoning: Height of alteration: no change in existing height which is 30'6" and site plan : no changes to building envelope . Screen enclosure is on second floor: Attached is west elevation and surveys-zoning121820.pdf Building: 1. Product approval code for Simonton windows were verified with supplier: fixed window F1228-R21 and double hung Fl5419-R19. Sorry for incorrect numbers: See attachment: energy&flprodapp121820.pdf 2. James Hardie installation instructions and ESR report attachment Hardieinstallinst121820.pdf and hardieesr2290rept121820.pdf 3. Signed Energy Conservation form attache energy$flprodapp121820.pdf 4 . Verified meeting with Dan Arl ington in which discussed original George Bull plans would be marked and clouded with Changes. Dan said he spoke to Mike Jones about this. 5. Method of construction/alteration method l evel: Discussed with Dan Arlington Dec 18, 2020-alteration level II with less than 50% of cost related to building value. Dan said not necessar to resubmit plans but this note will be added to all the field documents. I a m working with Sid Parker to get the permit. If there are any other questions or concerns please email me at 1 richmorrison@gmail.com or call at (904) 545-6676. Thanks for your assistance. [Quoted text hidden] 4 attachments ~ zoning121820.pdf 1672K ~ energy&flprodapp121820 .pdf 1007K ~ Hardieinstallinst121820.pdf 2188K ~ hardieesr2290rept121820.pdf 14283K Permit Number: RESA20-0021 Applied: 12/8/2020 Issued: Approved: Fi naled: Status: AWAITING REVISION Parent Permit: Parent Project: Details: SENT DATE Review Group: AUTO 12/8/2020 Notes: RETURNED DATE 12/8/2020 DUE DATE Description: enclose screened porch Site Address: 352 5TH ST City, State Zip Code: Atlantic Beach, Fl 32233 Applicant: <NONE> Owner: PARKER EDWARDS JR Contractor: <NONE> TYPE SUBM ITTAL COMPLETENESS CONTACT Jennifer Johnston STATUS APPROVED W/CONDITIONS received via email, uploaded as 2 attachments; recorded NOC required prior to first inspection 12/8/2020 12/10/2020 12/22/2020 Notes: Please provide the height of the proposed addition. Please submit a site plan showing set backs. 12/8/2020 12/15/2020 12/22/2020 Notes: Correction Comments: ZONING Zoning DENIED BUILDING Building DENIED REMARKS 1. On the product approval information sheets, the Fl.#1630-R2 was submitted for the fixed window for the project. The number actually relates to Weyhauser lumber product and not a window. Please resubmit the correct FL# for the fixed window. 2. Atlantic Beach requires that the manufacturer's installation instructions and Eva luation Report be submitted for plan review on the James Hardie I Siding Building Material. Please submit both of these informational items . . FORM R402-2017 ENERGY CONSERVATION, is missing signatures and dates for the preparer of the form and the signature and date of the owner/agent. From is incomplete. Please resubmit the form completed. 4. In the meeting with Dan A rli ngton did you discuss with him that you would be submitting original existing Architectural drawings that w ere generated from George Bull, and t hat you would be writing on those plans in an editing fashion to disclose what work and where it was to take place? 5. From the 6th Edition of the FBC-Existing Building Code -Residentia l, choose Method of Construction Compliance/Alteration Level. Place this information on the construction documents and resu bmit that page. 12/8/2020 12/15/2020 12/22/2020 Notes: See Conditions of Approval that will be printed on Permit. 12/8/2020 12/9/2020 12/22/2020 Notes: Printed: Friday, 18 December, 2020 PUBLIC WORKS Public Works PUBLIC UTILITIES Public Utilities 1 of 1 APPROVED W/CONDITIONS NOT APPLICABLE TO DEPARTMEN T (♦~ CENTRALSQUARE ~';:;',i,.-;_yi\: •· ,.. :h.~),i?it--: i,,,-~.-~'7'}"''1~-~h ....... ~· ·.A,. • _,c•·· ·., 'i'.·•o' •~•-·;.,. ·. · .• -.' -·-•-•· _ _,_, . -~ ;t ,, . 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I -\4 l __ _.t~----------·-~-4-l- 1-+------·---------l N \. , ► ·1eu r:r:-:·-~:i-~---~:~~~~:~~ o'. 311 .. Al r ERATIONS TO 352 FIFTH STREET ATLANTIC BEACH FLORI DA CHANGE SECOND FL DECK AREA OFF MASTER BR AND BR 3 FROM SCREENED DECK AREA TO ENCLOSED/AIR COND. SPACES -Re move 2-3050 SH windows in BR3-make cased opening to new NC area -Remove pair of doors in MBR-make a cased opening to new AJC area -Remove deck, guardrai l and screens at balcony area off of MBR and BR3 -Lev el deck area to be same elevation as MBR and BR3. -A dd 2X6 wall at edge of deck area with new windows: ot.Jz.);/£/b MB R-add 4-3050 SH Simonton windows at south/rear elevation; add 9016 Simonton fixed glass window at west/right elevation. BR}-move 2-3050 SH ~J})'J jj-om south/rear elevation to new wall at south edge of deck; add 9016 S1montOTI fixed glass window at east/left elevation. -Add 2X4 wall between MBR & BR3 in new area to south of existing MBR & BR3 -lnsulation: add RI 9 in 3 new exterior wall s of enclosed former deck area; add R30 insu lation in ce ili ng of former deck area -Electric: add new dup lex receptacles, recess can lights and tv outlets as shown on electri c plan; electric contractor to provide required pennit -AC : add supply ducts in new AC areas at MBR and BR3; verify sizing of current HY A C compressor and air handler for add area on second floor-HV AC to provide required energy sheets, etc. with mechanical pennit application -New AC space-add drywall on walls and ceilings; add carpet to match BR3 and MBR '· ---1 ' ~ . ---~ .... . ---~=-·-----··•--·--·=--C ' . . .' I •. ~r-_... 1---1-· ---->I. --j------- 1---IL ____________ --•-· l---l---------·---11--- I .,,/ / • tw I I ---- -fj ';:, lZ:. C o ·~ tJ ~ /'4-II ,e, 11:.. dll . . , ( .. ,, ,. ' I I 'I ' I n!~ii, - -' t- I . :-r-''!. ' ..s. ..... -~--· -;-.. -~.:..~ --• = ' •· ' j , ! '• t ,· I ' I l ' ' ' ' \:. ' i" ' ' ' ' ·J ' •.• .. \'!,' • ~I ~ •· ' ' ~ ·., . "'.?'. _ .. .bl ~~-·.CC"----· ... .:JJ,.-"-"-·~=•a.··~ ~ =·· ·=-~=-==•~=•·--* ?-:~ ® -+-t-H7ft·---J!;;~= ' ' ALT!.RAT!ONS TO 352 FIFTH STREET ATI .ANTIC BEACH FLORIDA CHANGE SECOND FL DECK AREA OFF MASTER BR AND BR 3 FROM SCREENED DECK AREA TO ENCLOSED/AIR COND. SPACES -Remove 2-3050 SH windows in BR3-make cased opening to new AJC area -Remove pair of doors in MBR-make a cased opening to new NC area -Remove deck, guardrail and screens at balcony area off ofMBR and BR3 -Level deck area to be same elevation as MBR and BR3. -Add 2X6 wall at edge of deck area with new windows: o,R. c2) '(ill, MBR-add 4-3050 SH Simonton windows at south/rear elevation; add 9016 Simonton fixed glass window at west/right elevation. BRJ-move 2-3050 Slj windo~l.from south/rear elevation t o new wall at south edge of deck ; add 9016 ~ifi'l;J,£6f111xed glass window at east/left elevation. -Add 2X4 wall between MBR & BR3 in new area to south of existing MBR & BR3 -Insu lation: add RI 9 in 3 new exterior walls of enclosed fonner deck area; add R30 insulation in ceiling of former deck area -Electric: add new duplex receptacles, recess can light s and tv outlets as shown on electric plan; electric contractor to provide required permit -AC: add supply ducts in new AC areas at MBR and BR3 ; verify sizing of current I-IV AC compressor and air handler for add area on second floor-HV AC to provide required energy sheets, etc . with mechanical pennit application -New AC space-add drywall on walls and ceilings; add carpet to match BR3 and MBR .! .'f ;t \ lia;l l i,... : j -------• • .... ------ ~ . ro 'Sb .• / 0 \ -----,. {!\l.. i' ,'Jj -~ ' ) 0 '1 t {}a ~ .. ,-./ ·-----f---t%--.,. k----7--✓•c;i) !f----,(~____L_:._J;~~"}:;-;----.. c!-1------"(~~_.,--.. (), '\ A \ ~t'f .,@-- \ -. t . 0 ~ ?, 1, -----••• -• ··------· ... ·-.•. ----. i • ___ ,. ...... ·-··-81 , c::,11 <:;, ~ c _ q __ 1--L \.? __ r'_ _l-_ 0 _o .f _ S. L...-S C f f'".:'_ 1 e, I'--(_'. I/+" e \' -O 11 u ALTE RA TI O NS TO 352 FIFTH STREET ATLANTIC BEACH FLOR IDA CHANGE SECOND FL DECK AREA OFF MASTER BR AN D BR 3 FROM SCREENED DECK AREA TO ENC L OSED/AIR COND. SPACES -Remove 2-3050 SH windows in BR3-make cased opening to new A/C area -Remove pair of doors in MBR-make a cased opening to new A/C area -Remove de c k, guardrai l and screens at balcony area off of MBR a nd BR3 -Le vel deck area to be same elevation as MBR and BR3 . p -Add 2X6 wall at edge o f d e ck area with new windows: tJ/2(,))1/bl MB R-add 4-3050 SH Si monton windows at s outh /rear elevati o n; add 9016 Simonton fixed glas s window at we st/right e levation . BRJ -move 2-3050 SHA»1i9i.:9'Y},1~m south/rear e levation to new wall at south edge o f deck ; add 9016 S"ililorftoTi"°hxed glas s wi ndow at east/left elevation. -Add 2X4 wall between MBR & BRJ in new area to s outh of existing rvIDR & BR3 -Insulation: a dd Rl9 in 3 new exterior walls of enclosed former deck area; add R30 ins ulation in ce iling of former deck ar ea -Elec tric : add new duple x receptacles, recess can light s and tv outlets as shown on electric plan ; electric contractor to pro vide required permit -AC : add supply ducts in new AC areas at MBR and BR3 ; verify sizing of current HY AC compress or and air handler for add area on second floor-HV AC to provide requ ired ener gy s heets, etc . w ith m echanical permit ap plicat io n -New AC s pat:c-add drywall on walls and cei lings ; add carpet to match B R3 and MBR \,,1 ' ~ ~j Ii\ 1 - (\' . __\ ' j__ ' I I ' ·I ' I \ I I \ I ;: I \, l I • I RESA20-0021 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRE D) *Project Address: -~-·_5_z __ A_r_pr,_;(.c.__S_'.77<!_t2_e_el_1...,,.·,___//_~ __ ,,d;_/_C:_6::_~_cd._· .... -'--,-A_c:( ____ Permit#:--------- --DAR /./e-P ~~ cr-L/..S-/1 At,,1/r#/711 /\/ *Owner/Project Name: _r_ ,,.,,.._r.c._,, 1v_c_')0_.._==-----_..;_ , _______ ,,,,.,, _________________________ _ As required by Florida Statute 553 .842 and Florida Administrative Code Rule 9B -72, please provide the information -and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You shou ld contact your product supplier if you do not know the product approval number for any of the app licable listed products. Information regarding statewide product approval may be obtained at: www.floridabu ilding.org . Category /Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4 . Ga rage Roll-Up 5. Automatic 6. Other B. WINDOWS 1. Single hung 2 . Ho rizo ntal slide r 3 . Casem ent I--A ,:,/ ,!_ ~ 4. Double hung $1 Mlhv '0/\I r f -7 (.?e,,, I..S to rP'l ,-v~•~ ,r'-; ::.<_1/Jt"f.,. /c,F) ' 1,,/,,tOD,1,/.S ~IJI.Jt/L~ /,no/I · (/,•l'IW/ 5. Fixed .5° r rn d ,vf; ;,I / /'"'r.., 1 'f ~-sr;.r-,.,.._ ~~ /?1¢.t .£1: _z_ 2, _8--/Z.J..1 I / ✓D ----:}M) 6. Awning I --,.( 7. Pa ss-th rou g h 8 . Project ed 9. Mullion 10. W ind breaker 11. Dual action 12. Other Page 1 of 4 Upda ted 10/17/18 FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 FORMS Climate Zone □ Scope: Compliance with Section R401.2(1) of the Rorida Building Code, Energy Conservation , shall be demonstrated by the use o f Form R402 for s ingle-and multiple-family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buikfmgs, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and an appHcable mandatory requirements summarized in Table R402B of this form . If a building does not comply w ith this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECTNAIIE \/~ Af)o1-t10N ANDADDRESS: 3s-"2... 0lP-n-t-$,-c A-r-L.~~ OWNER: ~ .&..--USA, .p~ General Instructions: BUILDER: PERMIT11NG OFRCE: kt'L-~ c.+1- JURISDICTION NUMBER: PERMrr NUMBER: 1. Fill in all t he applicable spaces of the "To Be Installed" column on Table R402A with the information requested. All "To Be Installed" values must b e equal to or more efficient than the required levels. 2. Complete page 1 based on the "To Be Installed" column information. 3. Read the requirements of Table R402B and check each box to Indicate your intent to comply with afl applicable Items. 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple-family attached 3. If multiple-family, number of units covered by this submission 4. Is t h is a worst case? (yes/no) 5 . Conditioned floor area (sq. ft.) 6. Windows, type and area a) (}-factor. b) Solar Heat Galo Coefficient (SHGC) c) Area 7. Skylights a) U-factor. b) Solar Heat Gain coefficient (SHGC) 8. Floor type, area or perimeter , and insulation: a) Slab-on-grade (R-value) b) Wood, raised (R-value) c) Wood, common (R-value) d) Concrete, raised (R-value) e) Concrete, common (R-value) 9. Wall type and Insulation: a) Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) b) Adjacent 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-vatue) 10. Ceiling type and insulation a) Attic (Insulation A -value) b) Single assembly (Insulation R-value) 1. 2. 3. /J 4. 5. £<S ff 6a. ,2( 6b. ,30 6c. '11 '$.~. 7a 7b. 8a 8b. , .. r. 8c. -z....oi.+ 8d. Be. 9a1. 's g;, _s ,-f, 9a2. 9b1. 9b2. 10a. t..\'."2-0 .s .--f ' 10b. 11 . Air distribution system: a) Duct l ocation, insulation 11a. Mt{ C. (2..-~ b) AHU location 11b. A-the_ ~~Crj == c) Total duct leakage. Test report attached. 11c. ~ cfm/100 s.f. Yes D No)il 12. Coolingsystem: a)type 12a. ~ Pv M_(> b) efficiency 12b \~ 13. Heating system: a) type 13a: ~ ff MP b} efficiency 13b. $ , S: ~p "f ~ 14. HVAC sizing calculation: attached 14. --------~--Yes~ No D ~ 15. Water heating system: a) type 15a. £i rc;.::::tJ e-i(,:.. :'(. b) efficiency 15b. ~ I hereby certify that the plans and specifications covered by this form are Review of plans and speci fk:ations covered by this form indicate ~ in compliance witl'I ~the FjOrida ~ildJ/'9 Code, Energy ~9'!!.'1°1. , compliance with the Florida Building Code, Energy Conservation. Before ' '--..PREPARED BY ~~~ Date.L£LLJ!;/CV construction is complete, this building will be inspected for compliance in I hereby certify that this buildin is In liance 1h the Florida Building accordance with Sectlo~j~ F.~ Code,EnergyCons CODEOFFICIAL: rl'U,/e(l,, ~ >t4,,4,, OWNERIAGENT· Date: /.:l,/1~/,o Date: . ----- FLORIDA BUILDING CODE -ENERGY CONSERVATION, 6th EDmON (2017) R-55 ES ICC-ES Evaluation Report www.icc-es.org I (800) 423-6587 I (562) 699-0543 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: HARDIESHINGLE™ (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK™ LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLE™ (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC) ■ 2018, 2015, 2012, 2009 and 2006 International Residential Code® {IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t 1The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the AOIBC. Properties evaluated: ■ Weather protection ■ Structural ■ Typ es I , II , Ill , and IV (noncombustible) construction ■ Fire-resistance-rated construction ■ Thermal resistance 1 .2 Evaluation to the following green standards: 2015, 2012 and 2008 ICC 700 Nationa l Green Building Standar<I"" (ICC 700-2015, ICC 700-2012 and ICC 700- 2008) Attributes verified: See Section 3.1 2.0 USES James Hardie fiber-cement panels, plank lap siding, and cladding shingles a re used as exterior wall covering. The ESR-2290 Reissued March 2020 Revised June 2020 This report is subject to renewal March 2022. A Subsidiary of the International Code Council® products comply with 2018 IBC Section 1403.10 [2015, 2012, 2009 and 2006 IBC Sections 1404.10) and IRC Section R703.10. The products may be used on exterior walls required to be of Type I, II, Ill or IV construction (IBC). 3.0 DESCRIPTION 3.1 General: The exterior sidings are single-faced, cellulose fiber- reinforced cement (fiber-cement) products. Exterior sidings are identified as HardieShingle TM (New HardieShingle®) panels, HardiePlankTM (Cemplank®, Prevail™, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle™ (New HardieShingle®) individual shingles. The products comply with ASTM C1186, as Grade II, Type A; have a flame-spread index of O and a smoke-developed index of 5 when tested in accordance with ASTM E84 ; and are classified as noncombustible when tested in accordance with ASTM E136. Thermal conductance (K) and resistance (R) values for the products are as shown in Table 2 of this report, based on testing in accordance with ASTM C177. The attributes of the fiber-cement sidings have been verified as conforming to the provisions of (i) ICC 700-2012 Sections 602.1.6 and 11 .602.1.6 for termite -resistant materials; and (ii) ICC 700-2008 Section 602.8 for termite- resistant materials. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Siding: HardieShingle™ (New HardieShingle®) panels, HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap siding , Artisan® Lap Siding, and HardieShingle TM (New HardieShingle®) individual s hingles are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior-grade top coat. Nominal product dimensions are noted in Table 1. The products are available in a variety of finish textures. HardieShingle™ panels are offered in three configu rations: half-round, staggered-edge, and square-edge . New HardieShingle® individual shingles are offered in two configurations: staggered-edge and square-edge. 3.3 Fasteners: Fastener type, size, spacing and installation met hod must be as shown in the tables of this report. Fasteners must be made from corrosion-resistant steel. ICC-ES Evah«irinn Reports are 1101 tn be construed as representing aesthetics or any other attribmes not specifically addresud, nor are they to be construe d ns an endorsemenl oft he subjecl of /h e report or a recommendation for iJs use. There is no warranJy by ICC Evnlualion Service, LLC. express or implied, os to any finding or other matter in this repo,t. or as lo any product cow~red by I.he report. Copyright © 2020 ICC Evaluation Service, u._c _ All rights reserved. P age 1 of 31 ESR-2290 I Most Widely Accepted and Trusted 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls_: The maximum basic wind speeds for positive or negative t~ans~erse load resistance of HardieShingle TM (New Hard1eSh1ngle®) panels , HardiePlank™ (Cemplank®, Prev~il ™ '. and RFC®) lap siding, Artisan® Lap Siding, and Hard1eShingle ™ (New HardieShingle®) individual shingles are presented in Tables 3 through 13. 4.2 Installation : 4.2.1 General: Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. All products may be cut to shape on-site by th e score-and-snap method using a score- and-~nap knife, a hand guillotine or a handsaw utilizing a carbide blade. A clear distance of 6 inches (152 mm) must be maintained between the siding and the earth. Unless otherwise noted in this report, the products must be installed in accordance with 2018 IBC Section 1404.16; 2015, 2012, and 2009 IBC Section 1405.16; 2006 IBC Sections 1405 15 1405.16, and 1405.17; 2018 and 2015 IRC Section R703.1 O and Table R703.3; 2012 , 2009, and 2006 IRC Section R703.1 0 and Table R703.4, as applicable. 4.2.2 HardieShingle TM (New HardieShingle®) Panels: When installation is on wood or metal framing members with or without wood structural panel sheathing , a water~ resistive barrier must be applied over the wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. The panels must be fastened in accordance with the provisions of Table 4 of this report. A 1/e-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Vertical joints must occur over framing members and must be sealed with caulking or covered with battens. Horizontal joints must be flashed with metal Z-flashing and occur over solid blocking or wood structural panel sheathing. 4.2.3 HardiePlank™ (Cemplank®, Prevail™, and RFC®) Lap Siding: When installation is on wood or metal framing members, with or without wood structural panel sheathing, the lap siding must be fastened either through the o~erlapping planks (face nailed) or through the top edge of single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water-resistive barrier must be applied over wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. T he lap siding requires the use of a starter strip to set the first course on t h e proper angle a nd to create a drip edge. Vertica l joints must occur over stud s, except where the "off-stud sp lice device" is insta lled or where the planks are installed to wood structural panel sheathing complying with the applicabl e code, and must be staggered on subseq uent courses. Where the "off-stud splice device" is installed, the sp lice device's bottom lip must be placed over th e adjacent solid course of planks . The plank must then be fastened to the framing with corrosion-resistant fasteners. The abutting plank must be positioned and fastened into place ensuring that the lower edges of the two pl anks align. The metal device must be l ocated centrally over the vertical joint. Vertical joints between planks must be lightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in accordance with the caulk manufacturer's published gapping requiremen ts and Page 2 of 31 caulking application instructions; or (b) covered with an H-section joint cover; or (c) located over a strip of non-perforated flashing complying with ASTM D226, Type I felt, or other approved flashing. Trim and corners must be installed , and the siding must be finished in accordance with the manufacturer's application instructions. A 1/8-inch (3.2_ mm) gap must b~ left at locations where the si ding butts against door and window trim and at internal or external comers; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing and occur over solid blocking or wood structural panel sheathing. 4.2.4 Artisan ® Lap Siding: W hen installation is on wood or metal framing members, with or without wood structural panel sheathing , the lap siding must be fastened through the top edge of single planks (blind nailed) in accordance with the provi sions of Table 4 of this report. A water-resistive barrier must be applied over wood or metal fram ing or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must be made off-stud by means of the tongue and groove joint. Tongue and groove joints may be located centrally between studs bu t no closer than 4 inches (102 mm) from the edge of a stud . Nails must not be placed within 2 inches (51 mm) of the tongue and groove at the end of the planks . Vertical joints must be staggered on subsequent courses. The plank must then be fastened to the framing with corrosion-resistant fasteners. Vertical joints between planks must be lightly butted and must be located over a strip of non-perforated flashing complying with ASTM D226, Type I felt, or other approved flash ing. Trim and corners must be installed, and the siding must be finished in accordance with the manufacturer's application instructions. A 1/s-inch (3.2 mm) gap must be left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizo ntal joints must be flashed with Z-flashing and must occur over solid blocking or wood structural panel sheathing. 4.2.5 HardieShingle TM (New HardieShingle®) Individual Shingles: When installed on wood structural panel sheathing, the cladding shingles are fastened in accordance with the provisions of either Table 11, 12, or 13 of thi s r eport. A water-resistive barrier in accordance with the applicable code must be applied over the wood-based sheathing substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first cou rse o n th e proper angle and t o create a drip edge. The nominally 1¼-inch-wide-by-¼-inch-thick sta rter strip and a minimum 8¼-inch-wide (210 mm) HardiePlank™ (Cemplank®, Prevail "', and RFC ®) lap siding starter course are installed over the water-resistive barrie r with the bottom of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum of¼ inch (6.4 mm) apart, leaving a minimum side lap of 1 ½ inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of ¾ inch (19 mm) a nd a mrudmum of 1 i nch (25 . .4 mm) from s hingl A edges and must be positioned to be covered a nominal 1 ¼ inches by the succeeding shingle course; for 12-inch- wid~ (305 mm)_ shingl es, th e third nail (see Table 14) must be installed mid-span of the shingle. Nails must secure shingles but must not be over-driven. Trim and corners must be installed , and the shingl es must b e finished in ESR-2290 I Most Widely Accepted and Trusted accordance with the manufacturer's application instructions. A 1/s-inch (3.2 mm) gap must be left at locations where the shingle butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing. 4.3 Fire-resistance-rated Wall Assembly (HardiePlank™ Lap Siding): The asymmetrical, load-bearing, one-hour fire-resistance- rated wall assembly must consist of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center, with two top plates and a single bottom plate. One layer of %-inch-thick (15.9), Type X , gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13'4-inch-long (44 mm) cup-head gypsum wallboa rd nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/a-inch-thick (15.9 mm), Type X, gypsum wallboard joints and nail heads must be finished in accordance w ith ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of ½-inch-thick (12.7 mm), Type X, water-resistant core treated gypsum sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12-inch-wide (305 mm) HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap siding lapped a minimum of 1 ¼ inches (32 mm). The ½-inch-thick (12. 7 mm), Type X, water-resistant core- treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. All board joints must be backed by framing. The ½-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing must be fastened to the framing members with 1¾-inch-long (44 mm) roofing nails spaced 7 inches ( 178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/15-inch-thick (7.5 mm), minimum 12-inch-wide (305 mm) HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap siding must be applied over the ½-inch-thick (12. 7 mm), Type X , water-resistant core-treated gypsum sheathing by attaching 1½-inch-wide (38 mm) HardiePlank™ (Cemplank®, Prevail™. and RFC®) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap siding applied horizontally with a minimum nominally 1 ¼-inch head lap, and fastening with a single 6d corrosion-resistant common nail driven through the lapped planks into each stud. The axial load must be the lesser of the following, provided structural consideration for axial. flexural and bearing perpendicular-to-grain stresses is in accordance with ANSI/AWC NDS-2018 for the 2018 IBC and IRC: ANSI/AWC NDS-2015 for the 2015 IBC and IRC; ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0. 78 F'c, which must not exceed 0.78 F'c at a slenderness ratio feld of 33. 5.0 CONDITIONS OF USE The HardieShingle™ (New HardieShingle®) panels, HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle™ (New HardieShingle®) individual shingles described in this report comply with, or are suitable alternatives to what is specified Page 3 of 31 in , those codes listed in Section 1.0 of this report, subject to the following conditions: 5 .1 James Hardie® Building Products, Inc, products listed in this report must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's instructions, this report governs. 5.2 HardieShingle ™ (New HardieShingle®) panels, HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle ™ (New HardieShingle®) individual shingles must be installed on exterior walls braced in accordance the applicable code. 5.3 Design wind speeds applied to James Hardie® sidings described in this report must be determined in accordance with the applicable code and must be less than those shown in the wind speed tables in this report. 5.4 The sidings must be installed over a code-complying water-resistive barrier and as noted in this report. 5.5 For use in fire-resistance-rated construction, installation must be in accordance with Section 4 .3. 5.6 Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.7 Under the 2018 IBC Section 1402.5; and 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, II, Ill , and IV construction is limited to buildings that are not greater than 40 feet in height above grade plane and that feature a combustible water-resistive barrier, except as permitted under Exception 2 of the 2018 IBC Section 1402.5 and 2015 IBC Section 1403.5. 5.8 The products are manufactured at the following locations, with quality control inspections by ICC-ES: • Cleburne, Texas • Peru , Illinois • Plant City, Florida • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas • Fontana, California 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated October 2018. 7.0 IDENTIFICATION 7.1 Pallets of the JamesHardie® Building Products, Inc., HardieShingleTM (New HardieShingle®) panels, HardiePlank™ (Cemplank®, Prevail™, and RFC®) lap s iding, Artisan® Lap Siding, and HardieShingle™ (New HardieShingle®) individual shingles must carry a label bearing the manufacturer's name and telephone number, the product name, the name of the inspection agency, ICC-ES, and the evaluation report number (ESR-2290). 7.2 The report holder's contact information is the following: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONT ANA, CALIFORNIA 92337 (800) 942-7343 www .jameshardie.com info@iameshardie.com ESR-2290 I Most Widely Accepted and Trusted TABLE 1-STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH HardiePlank® lap siding 4, 5¼, 6, 6¼, 7¼, 7 1/2, 8, 12, 14 feet a1,., 911 •• 9½ & 12 Artisan® lap siding, 5¼, 71/4,8 1/4 12, 14feet Cemplank® lap siding 51/4, 6, 6 1/4, 7 1/4, 7 1'2, 8 , 12, 14 feet 8¼, 9 1/2 & 12 Prevail™ l ap siding 5¼, 6, 6 ¼, 7¼, 7½. 8, 12, 14 feet B¼. 9½ & 12 RFC® lap siding 61/4 , 7½, 8'1., 91/2 & 12 12, 14 feet New HardieShingle® 5-inch exposure 48 14inches (square & staggered edge ) N ew HardieShingle"' 7-inch exposure 48 151/4 , 157/8 inches (square & staggered edge) HardieShingle™ panel 48 16inches (sq uare & staggered edge) HardieShingle™ panel 48 16, 19 inches (half round) New HardieShingle® individual 3½. 4½, 5 1/,, 7 , 8¾ 14inches shingles 5-inch exposure New HardieShingle® individual 43/rn, 5 1/2, 631., 7'I., 10, 15¼ inches shingles 7-inch exposure HardieShingle ™ individual shingles 6, 8, & 12 18 inches For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2-"K" and "R" VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THERMAL THICKNESS3 CONDUCTANCE' (INCH) KEFF = (BTU/HR-FT2-°F)/INCH ¼ 1.95 5l1s 2.07 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. THERMAL ACTUAL THERMAL RESISTANCE1 CONDUCTANCE2 R = 1/KEFF (Km) 0.51 7 .80 0.48 6.62 Page 4 of 31 THICKNESSES (INCHES) 5/15 51a 5/15 5 /15 s/,s 1/4 ,,. ,,. ¼ ¼ ¼ ¼ ACTUAL THERMAL RESISTANCE 2 (R) 0.13 0.15 ESR-2290 I Most Widely Accepted and Trusted Page 5 of31 TABLE 3-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY {mph) 2015 IBC/IRC. 2018 IRC and 2012 IRC, 2009 2012 I BC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Vu,7•8), 2018 IBC Speed. V ... 4 •8•9 •12) (Basic Design Wind Speed, V10•11 l EXPOSURE EXPOSURE FASTENER STUD BLDG. CATEGORY CATEGORY THICK FASTENER FRAME PRODUCT (IN.) TYPE13 SPACING TYPE1 SPACING HEIGHT (IN.) (IN.) (FT.) B C D B C D 0.090" Attached 0-15 126 85 -163 110 -to 7/,s HardieShingle TM shank x wood 7/,oWSP 121 85 (New HardieShingle") 0.215" HD x attached to 20 -156 11 0 - Panel (straight or half 'J, 1½" long 13.75 structural framing per round installation) ring shank panel code 40 105 85 -136 11 0 - nail5 sheathing only 60 95 --123 -- 0.090" Attached 0-15 105 85 -136 110 -HardieShingle ™ shank x to 7/is" 7/,o WSP (New 0.215" HD x wood attached to 20 105 --136 --HardieShingle®) l/4 1½" long 13.75 structural f raming per Panel (staggered ring shank panel code 40 95 --123 -- installation) nails sheathing 60 110 only 85 ---- 0.090" Attached 0-15 158 143 130 204 185 168 to 1hs" HardieShingle ™ shank x wood 7/,s"WSP 20 158 139 127 204 179 164 0 .215" HD X attached to (New HardieShingle"') ¼ 1 ½"1ong 8 structural framing per Panel ring shank panel code 40 152 130 120 196 168 155 nails sheathing 60 143 124 115 185 160 148 only 0 .090" Attached 0 -15 172 156 142 222 201 183 shank x to 71,o 71,sWSP HardieShingle TM 0.215" HD x wood attached to 20 172 151 138 222 195 178 {New HardieShingle") ¼ 1½" long 6 structural framing per Panel ring shank panel code 40 165 141 130 213 182 168 nail5 sheathing 60 156 135 126 201 174 163 only Hardie Nail 0--15 1 13 102 93 146 13 2 120 Studless 7" Attached Siding exposure, to 7/,,/' 7/,sWSP 20 113 100 91 146 129 117 HardieShingle ™ Fastener nailed at wo od attached to (New HardieShlngle®) ¼ (TetraGrip), 16" o.c. struct ural framing per 40 108 93 86 140 120 110 Panel .117" X (horizontal) panel code 1.125"x .3" and 7" o.c. sheathi ng (PART (vertical) only 60 102 89 -132 115 - #650867) Nominal 0--15 168 137 116 217 177 150 0.083" 2x41 or HardieShingle ™ shank x Min.No. 20 168 137 116 217 177 150 (New HardieShingle®) ¼ 0.187" HD x at each 20 ga. X 16 Panel 1 ½"1ong stud' 3.62" X 40 168 126 105 217 163 136 ring shank 1.375" nail2 Metal 60 158 116 105 204 150 136 C-stud Nominal 0-15 147 105 85 190 136 110 0.083" 2x4 1 or HardieShingle ™ shank x Min. No. 20 137 100 85 177 129 110 (New HardieShingle") ¼ 0.187" HD x a t each 20 ga. X 24 Pan el 1½" long stud3 3.62" X 40 126 95 -163 123 -ring shank 1_375• nail2 Metal 60 116 69 -1:50 1 1:5 -C-slud For SI: 1 foot = 305 mm. 1 inch = 25.4 m m, 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 Panelfast® nail, ET & F No. AGS-100-0150, head diameter= 0.313 in., shank diameter= 0.100 in., lenglh = 1.5 in. Metal studs must be maximum Fy = 33 ksi. 3For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. A SM-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= 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. 4W ind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I= 1.0, Kzt= 1, K.,= 0.85, GC,.= 0.18., GC.=-1.4. 'For application to wood framing or wood-based sheathing, the minimum fastener penetration must be 1 inch into framing o r the sheathing thickness a s applicable. •y..,, = nominal design wind speed. 'Vu•= 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. 9 2015 and 2012 IBC Section 1609.3.1. Eqn. 16-33, v.,.,=V.d0.6 '0 V = basic design wind speed 11 Wind speed design assumptions per Section 30.3, of ASCE 7-1 6: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 12 2018 IBC Section 1609.3.1, Eqn. 16-33, Ya,d = V-../o.613 Smooth-shank stainless s teel nails are outside of the scope of this report. ESR-2290 I Most Widely Accep ted and Trusted Page 6 o f 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) 2015 IBC/IRC. 2018 2O1 2 IRC, 2009 IRC and 2O12 IBC IBC/IRC, 2006 (Ult imate Design IBC/IRC Wind Spee d, (Basic Wind Speed , Vutt10·11 ), 201 B IB C v ...... ,,.,,. 1 (Basi c Desig n Wind Speed V"·"l PRODUCT EXPOSURE EXPOSURE DI MENSION (IN.) FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT TYPE4,16 METHOD2 TYPE1·8 SPACING HEIGHT THI CK. WIDTH (IN.) (FT.) B C D B C D Min. 0-15 168 168 147 217 217 190 No. 20 ET&F pin ga.x 20 168 168 147 217 217 190 HardiePl ank® s/,a 4 0.100" X Face Nailed 3.62" X 16 1.5" X 0.25" 1.375" 40 168 158 137 217 204 1TT HD Metal C-stud 60 168 147 126 217 190 163 Min. 0-15 168 168 147 217 217 190 No. 20 ET&F pin ga.x 20 168 168 147 217 217 190 0.100" X HardiePlank® •1,. 6 1.5" X 0.25" Face Nailed 3.62" X 16 1.375" 40 168 158 137 217 204 177 HD Metal C-stud 60 168 147 126 217 190 163 Min. 0-15 168 168 147 217 217 190 No. 20 ET&Fpin ga. X 20 168 168 137 217 217 177 0.100" X Hardie Plank" 5/,. 6¼ 1.5" X 0.25" Face Nailed 3.62" X 16 1.375" 40 168 158 137 217 204 177 HD Metal C-stud 60 168 147 126 217 190 163 Min . 0-15 168 158 126 217 204 163 ET&F pin No. 20 71/, or 0.10O"x ga.x 20 168 147 126 217 190 163 HardiePlank® 5/16 7½ 1.5" X 0.25" Face Nailed 3.62" X 16 1.375" 4 0 168 137 121 2 17 177 156 HD Metal C-stud 60 168 126 116 2 17 163 150 Min. 0-15 168 147 126 217 190 163 No. 20 ET&Fpin ga.x 20 168 147 126 217 190 163 0.100" X HardiePlank® •1,. 8 1.5" X 0.25" Face Nail ed 3.62" X 16 1.375" 40 168 137 116 217 177 150 HD Metal C-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 21 7 190 150 HardiePlank" 5/15 81/4 1.5"x 0.25" Face Nailed 3.62" X 16 HD 1.375" 40 168 131 116 217 169 150 Meta l C-stud 60 158 126 105 204 163 136 Min . 0-15 168 137 116 217 177 150 No.20 ET&Fpin ga.x 20 168 137 116 217 177 150 HardiePlank" 5/,s 91/,or 0.100" X Face Nailed 3.62" X 16 91/2 1.5" X 0.25" 1.375" 40 158 126 105 204 163 136 HD Metal C-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 Hardie Plank® ,,,. 12 1.5" X 0.25" Face Nailed 3.62" X 16 1-375" 40 139 119 110 179 154 142 H D Metal C-stud 60 131 114 106 169 147 137 Min. 0-15 160 137 116 207 177 150 No. 20 ET&F pin ga. X 20 160 137 116 207 177 150 0.100" X HardiePlank® 5/16 4 1.5" X 0 .25" Face Na iled 3.62" X 24 1.375" 40 154 121 105 199 156 136 HD Metal C-stud 60 145 116 100 187 150 129 Min . 0-15 160 137 116 207 177 150 No. 20 ET&Fpin ga. X 20 160 137 116 207 177 150 0.100" X HardiePlank"' s/,s 6 1.5" X 0.25" Face Nailed 3.62" X 24 1.375" 40 154 121 105 199 156 136 HD Metal C-stud 60 145 116 100 187 150 129 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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCnRc Wind Speed, (Basic Wind Speed, Vu•10•11), 2018 IBC v .. /·'·',.'') (Basic Design Wind Speed V'>. 14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IIN.l FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE•·'• METHOD' TYPE1•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 Hardi ePlank® .,,. 6¼ 0.100" X 1.5" Face Nailed 3.62'" X 24 x 0.25" HD 1.375" 40 147 121 105 190 156 136 Meta l C-stud 60 137 11 6 95 177 150 123 Min . 0-15 160 116 100 207 150 129 No. 20 7 '1.or ET&F pin ga.x 20 158 116 95 204 150 123 HardiePlank"' ''1• 7½ 0.1 00" X 1.5" Face Nailed 3.62" X 24 x 0.25" HD 1.375" 40 137 105 89 177 136 115 Metal C-stud 60 126 95 89 163 123 115 Min . 0-1 5 160 116 95 207 150 123 No. 20 ET&F pin ga.x 20 158 116 95 204 150 123 HardiePlank* 5/,s 8 0.100"x1.5" Face Nailed 3.62" X 24 x 0.25" HD 1.375" 40 137 105 89 177 136 115 Metal C-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 HardlePlanl<® ,,,. B¼ 0 .100"x 1.5" Face Nailed 3.62" X 24 x 0.25' HD 1.375" 40 137 100 85 177 129 110 Metal C-stud 60 126 95 85 163 123 110 Min. 0-15 147 105 85 190 136 110 No. 20 9¼or ET&F pin ga.x 20 147 105 85 190 136 110 HardiePlanl<® 5/15 9½ 0.100"x 1.5" Face Nailed 3.62" X 24 x 0.25" HD 1.375" 40 126 95 85 163 123 110 Metal C-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 Hardi ePla nk" .. ,,. 12 0,100" X 1.5" Face Nailed 3.62" X 24 x 0.25' HD 1.375" 40 102 87 -132 112 - Metal C-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" ,,,. 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 Metal C-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 HardiePlank" 5/,s 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 Metal C-stud 60 137 105 95 177 136 123 Min. 0-15 168 116 100 2 17 150 129 No. 20 ET&F pin ga. X 20 158 116 95 204 150 123 HardiePlanl<® .,,. 6¼ 0 .100"x 1.5" Blind Nailed 3.62" X 16 x0.313" HD 1.375" 40 137 105 89 177 136 11 5 Metal C-stud 60 126 100 85 163 129 11 0 Min. 0-15 147 105 85 190 136 110 No.20 7 ¼or ET&F pin ga. X 20 137 100 85 1TT 129 11 0 HardiePlank" s1,a 7 1/z 0.100" X 1.5" Blind Nailed 3.62" X 16 x 0.313" HD 1.375" 40 121 89 . 156 11 5 - Metal C-stud 60 1 1 0 85 . 142 1 10 ESR-2290 I Most Widely Accepted and Trusted Page 8 of 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)(Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, V,o10·11), 2018 IBC v .. .3.•.12.,s) (Basic Design Wind Soeed V''·'4l PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION (IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4•16 METH0D2 TYPE1•8 (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 -HardiePlank" 5/16 8 0 .100" X 1.5" Blind Nailed 3.62" X 16 x 0.313" HD 1.375" 40 116 85 -150 11 0 - Me tal C-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 -HardiePlank® s1,s 8¼ 0.100" X 1.5" Blind Nailed 3.62" X 16 x 0.313" HD 1.375" 40 116 85 -150 110 -Metal c -stud 60 105 --136 -- Min. 0-15 158 110 95 204 142 123 No. 20 ET&Fpin ga. X 20 147 105 85 190 136 110 HardiePlank" s,,. 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 Metal C-stud 60 121 95 -156 123 - Min. No. 20 0-15 158 110 95 204 142 123 ET&Fpin ga.x 20 147 105 85 190 136 110 HardiePlank® 5/,s 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 Metal C-stud 60 121 95 -156 123 - Min. No. 20 0-15 147 105 85 190 136 110 ET&F pin ga.x 20 137 100 85 177 129 11 0 HardiePlank" .,,. 6'/, 0.100" X 1.5" Blind Nailed 3.62" X 24 x 0 .313" HD 1.375" 40 126 95 -163 123 - Metal C-stud 60 105 89 -136 115 - Min . No. 20 0-15 137 95 85 177 123 110 7¼or ET&F pin ga.x 20 126 95 -163 123 -HardiePlanf<€' 5/,s 7½ 0.100" X 1.5" Blind Nailed 3.62" X 24 x 0.313" HD 1.375" 40 116 85 -150 110 - Metal C-stud 60 105 85 -136 110 - Min. 0-15 No.20 126 85 -163 110 - ET&F pin ga.x 20 116 85 -150 110 HardiePlank" ., .. 8 0.100" X 1.5" Blind Nailed 3.62"x 24 x 0 .313" HD 1.375" 40 100 --129 -- Meta l C-stud 60 95 --123 -- Min . 0-15 No. 20 116 --150 -- ET&F pin ga.x 20 105 --136 --HardiePlank® 5/,s 8¼ 0.100" X 1.5" Blind Nailed 3.62" x 24 x 0.313" HD 1.375" 40 95 --123 -- Metal C-stud 60 85 --110 -- 0-15 170 170 158 219 2 19 204 Face Nailed 20 170 169 154 219 2 18 199 HardiePlank® 5/16 5¼ 6d commo n T hrough 2X4 16 plank wood 40 170 157 145 219 203 187 overlap 60 170 151 140 2 19 194 180 0-15 170 155 141 2 19 200 182 Fa ce Nailed 20 170 151 138 219 195 178 HardiePlank" 5/15 6¼ 6d common Through 2X4 16 pl ank wood 40 164 140 130 2 18 181 167 overlap 60 155 135 125 207 174 161 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. 2018 2012 IRC, 2009 IRC and 201 2 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vuh10·11), 2018 IBC v .. /·•·••·•• J (Basic Design Wind Sneed V13•14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IIN.l FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE4•16 METHOD2 TYPE1·8 THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 156 142 129 202 183 166 Face Nailed 20 156 138 126 202 178 162 HardiePlankli> ,,,. 7¼ 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 HardiePlank" s/15 7½ 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 HardiePlank" 5/,s 8 6d common Through 2X4 16 plank wood 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 HardiePlankli> ,,,. 8¼ 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 HardiePlank" .,,. 9 11. 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 Hardie Plank® ,,,. 9½ 6d common Through 2X4 16 plank wood 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 HardiePlank" .,,. 5¼ 6d common Through 2X4 24 plank wood 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 11 2 180 159 145 HardiePlank"' '"• 6¼ 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 HardiePlank" ,,,. 7¼ 6d common Through 2X4 24 pl ank wood 40 122 105 97 158 135 125 overlap 60 116 100 93 149 130 120 0-15 125 113 103 161 146 133 Face Nailed 20 125 110 100 161 142 130 Hardie Plank" 5/.10 7½ 6d common Through 2X4 24 plank wood 40 120 102 95 155 132 122 overlap 60 113 96 91 146 127 116 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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vu•"·11 ), 2018 IBC v~i·'·12.,s) (Basic Design Wind Speed V13'14} PR ODUCT STUD BUILDING EXPOSURE EXPOSURE DI MENSION UN.I FASTENER FASTEN ING FRAME CATEGORY CATEGORY PRODUCT TYPE4·16 MEntOD2 TYPE1·8 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 120 109 99 155 14 1 128 Face Na iled 20 120 106 97 155 137 125 HardiePlank" s,,. 8 6 d common Through 2X4 24 plank wood 40 115 99 91 149 127 117 overlap 60 109 95 88 141 122 11 3 0-15 118 107 97 152 138 126 Face Nailed 20 118 104 95 152 134 123 HardiePlank" 5'16 8¼ 6 d common Throug h 2X4 24 plank wood 40 113 97 89 146 125 115 overlap 60 107 93 86 138 120 11 1 0-15 110 100 91 142 129 117 Face Nailed 20 110 97 89 142 126 11 5 HardiePlank" s,,. 9¼ 6d common Through 2X4 24 plan k wood 40 106 91 -137 1 17 -overlap 60 100 87 -129 1 12 - 0-15 109 99 90 140 127 116 Face Nail ed 20 109 96 87 140 124 113 Hardi ePlank" s,,. 9 '/, 6 d common Through 2X4 24 plank wood 40 104 89 -135 115 -overlap 60 99 85 -127 110 - 0-15 170 170 170 2 19 2 19 219 Face Nailed 20 170 170 170 2 19 219 219 Hardie Plank" 511s 51/, Bd common Through 2X4 16 plank wood 40 170 170 170 2 19 219 219 overlap 60 170 170 170 2 19 219 2 19 0-15 170 170 170 2 19 219 21 9 Face Naile d 20 170 170 170 219 219 219 HardiePlank., ,,,. 6¼ Bd common Through 2X4 16 plank wood 40 170 170 161 219 219 208 overlap 60 170 168 156 2 19 217 201 0-15 170 170 160 2 19 219 207 Face Nailed 20 170 170 157 2 19 219 203 HardiePla nk" ,,,. 7¼ Bd common Through 2X4 16 plank wood 40 170 160 147 2 19 207 190 overlap 60 170 153 142 2 19 198 183 0-15 170 170 157 2 19 219 203 Face Nail ed 20 170 168 154 2 19 217 199 HardiePlank" ,,,. 7½ 8d common Through 2X4 16 plank wood 40 170 157 145 2 19 203 187 overlap 60 170 150 139 2 19 194 179 0-15 170 167 151 2 19 216 195 Face Nailed 20 170 162 148 2 19 209 191 HardiePlank" ,,,. 8 Bd common Through 2X4 16 pl ank wood 40 170 151 139 2 19 195 179 overlap 60 167 144 134 2 16 186 173 0-15 170 164 149 219 212 192 Face Nailed 20 170 159 145 2 19 205 187 HardiePlank" 5/u, 8¼ 8d common Through 2X4 16 pl ank wood 40 170 148 137 2 19 191 177 overlap 60 164 142 132 2 12 183 170 ESR-2290 I Most Widely Accepted and Trusted Page 11 of 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vuo10•11), 2018 IBC v ..... ,.12.1s) (Basic Design Wind Soeed V13• 14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION (IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4•16 METHOD2 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 HardiePlank® ,,,. 9 ''4 8d common Throu gh 2X4 16 pla nk 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 2 14 188 173 HardiePlank"' .,,. 9½ 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 HardiePlank" 5/16 5¼ Bd common Through 2X4 24 plank wood 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 HardiePlank" .,,. 6¼ 8d common Through 2X4 24 plank wood 40 154 131 121 199 16 9 156 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 HardiePlank" 5/15 6¼ 8d common Through 2X4 24 plank wood 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 HardiePlank" .,,. 7½ 8d common Through 2X4 24 plank wood 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 HardiePlank" 5h6 8 8d common Through 2X4 24 plank wood 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 HardiePlank® .,,. 8¼ 8d commcn Through 2X4 24 plank wood 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 13B 121 11 1 178 156 143 HardiePlank® 5'1s 9¼ 8d common Through 2X4 24 plank wood 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 HardiePlank" s'1e 9½ 8d common Through 2X4 24 plank wood 40 130 111 103 168 143 133 overlap 60 123 107 99 159 138 12B 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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, V uft10"11), 2018 IBC Vasi·a,12, 1s) (Basic Design Wind Sneed V13·14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION (IN.\ FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE4·'6 METHOD' TYPE1·8 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 1-5/s" long x Face ga.x 20 168 158 137 217 204 177 HardiePlank8 5/,s 4 0.323" HD Screwed 3.62" X 16 ribbed bugle 1.375" 40 168 147 131 2 17 190 169 head screw Metal C-stud 60 168 137 126 217 177 163 Min. 0-15 168 168 137 217 217 177 No. 8-18, No. 20 1-5/s" long X Face ga.x 20 168 158 137 217 204 177 HardiePlank"' •1,. 6 0.323" HD Screwed 3.62" X 16 ribbed bugle 1.375" 40 168 147 131 217 190 169 head screw Metal C-stud 60 168 137 126 217 177 163 Min . No. 8-18, No. 20 0-15 168 168 137 217 217 177 1-5/s" long x Face ga. X 20 168 158 137 217 204 177 HardiePlank" 5/is 6¼ 0.323'" HD Screwed 3.62" X 16 ribbed bug le 1.375" 40 168 147 126 217 190 163 head screw Metal C-stud 60 168 137 121 217 177 156 Min. 0-15 168 147 126 217 190 163 No. 8-18, No. 20 7¼or 1-5/8" long x Face ga.x 20 168 147 121 217 190 156 HardiePlank" .,,. 7½ 0.323" HD Screwed 3.62" X 16 ribbed bugle 1.375" 40 168 131 116 2 17 169 150 head screw Metal C-stud 60 168 126 105 217 163 136 Min. 0-15 168 147 126 217 190 163 No. 8-18, No. 20 1-5/s" long x Face ga. X 20 168 147 121 217 190 156 HardiePlank" .,,. 8 0.323" HD Screwed 3.62" X 16 ribbed bugle 1.375" 40 168 131 116 217 169 150 head screw Metal C-stud 60 158 126 105 204 163 136 Min. 0-15 168 No. 8-18, No. 20 147 126 217 190 163 1-½" long x Face ga. X 20 168 137 121 217 177 156 HardiePlank" .,,. 8¼ 0.323"HD Screwed 3.62" X 16 ribbed bugle 1.375" 40 168 131 116 217 169 150 head screw Metal C-stud 60 158 121 105 204 156 136 Min. 0-15 168 137 116 217 177 150 No. 8-18, No. 20 9¼or 1-5/s" long X Face ga. X 20 168 131 110 2 17 169 142 HardiePlank" 5/tr, 0.323"' HD 3.62" X 16 9 ½ ribbed bugle Screwed 1.375" 40 158 121 105 204 1 56 136 head screw Metal C-stud 60 147 116 100 190 150 129 Min. 0-15 168 No. 8-18, No. 20 126 105 217 163 136 1-5/s" long X Face ga. X 20 168 121 95 217 156 123 HardiePlank" 5/16 12 0.323" HD Screwed 3.62" X 16 ribbed bugle 1.375" 40 137 110 95 177 142 123 head screw Metal C-stud 60 137 105 89 177 136 115 Min. 0-15 160 137 116 207 177 150 No. 8-18, No.20 1-5/e" long x Face ga. X 20 160 137 116 207 177 150 HardiePlank" .,,. 4 0.323" HD Screwed 3.62" X 24 ribbed bugle 1.375" 40 155 126 11 0 200 163 142 head screw Metal C-stud 60 145 116 105 187 150 136 Min . 0-15 160 137 116 207 177 150 No. 8-1 8, No.20 1-5/e" long x Face ga.x 20 160 137 116 207 1 77 150 HardiePlank" 5/10 6 0.323" HD Screwed 3.62"x 24 ribbed bugle 1.375" 40 154 126 110 199 163 142 head screw Metal C-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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBCIIRC, 2006 (Ultimate Design IBCnRC Wind Speed, (Basic Wind Speed, v,.10·11 ), 2018 IBC v .. ;-•.12,1s) (Basic Design Wind Sneed V13•14l PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION CIN.l FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4 ·16 METHOD' TYPE1•8 (IN.) (FT.) B C 0 B C D Min. (l-15 160 145 116 207 187 150 No. 8-18, 1-No. 20 5/s" long x Face ga. X 20 160 141 110 207 182 142 HardiePlank" 5/15 6¼ 0.323" HD Screwed 3 .62" X 24 ribbed bugle 1.375" 40 154 131 105 199 169 136 head screw Metal C-stud 60 145 126 100 187 163 129 Min . 0-15 160 126 105 207 163 136 No. 8-18, 1-No. 20 7¼or 5/8" long x Face ga. X 20 160 121 105 207 156 136 HardiePlank0 .,,. 7½ 0.323" HD Screwed 3.62" X 24 ribbed bugle 1.375" 40 147 110 95 190 142 123 head screw Metal C-stud 60 137 105 95 177 136 123 Min. 0-15 160 126 105 207 163 136 No. 8-18, 1-No. 20 ½"long x Face ga.x 20 160 121 100 207 156 129 HardiePlank" .,,. 8 0.323" HD Screwed 3.62" X 24 ribbed bugle 1.375" 40 147 110 95 190 142 123 head screw Metal C-stud 60 137 105 89 177 136 115 Min. 0-15 160 121 105 207 156 136 No. 8-18, 1-No. 20 516 long x Face ga. X 20 160 121 100 207 156 129 Hardie Plank" .,,6 8¼ 0.323" HD Screwed 3.62" X 24 ribbed bugle 1.375" 40 137 105 95 177 136 123 head screw Metal C-stud 60 131 100 89 169 1 29 115 Min. 0-15 158 116 95 204 150 123 No. 8-18, 1-No. 20 9¼or 5/e" long x Face ga.x 20 158 110 95 204 142 123 Hardie Plank" 5/16 91/2 0.323" HD Screwed 3,62" X 24 ribbed bugle 1.375" 40 137 100 89 177 129 115 head screw Metal C-stud 60 126 95 85 163 123 110 0-15 163 148 134 2 10 191 173 N o. 11 Blind Nailed 20 163 143 131 2 10 1 85 169 HardiePlank" .,,. 5¼ 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 20 146 128 117 188 166 151 HardiePlank" .,,. 6¼ 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 17 1 148 137 0-15 133 121 110 172 156 142 No. 11 Blind Nailed 20 133 117 107 172 1 51 138 HardiePfank6' 5/,o 7¼ gauge, 1.25" Through top 2X4 16 long roofing edge of wood 40 128 109 101 165 141 130 nail plank 60 121 105 97 156 1 35 126 0-15 130 118 107 168 152 138 No. 11 Blind Nailed 20 130 115 105 168 148 135 HardiePlank6' 5/15 7½ 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 HardiePlank0 5/,a 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. 2018 2012 IRC, 2009 IRC and 2012 I BC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vuo10·11), 2018 IBC v .. .'·'·"·'') (Basic Design Wind Soeed V"· 14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION (IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY PRODUCT TYPE"'" METHOD2 TYPE'·• THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 123 112 101 159 144 131 No. 11 Blind NaQed 20 123 108 99 159 140 128 HardiePlani(i' 5/,s s•,. 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 11 9 HardiePlank"' 5/,e 9¼ 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 11 7 0-15 113 103 93 146 133 121 No. 11 Blind Nailed 20 113 100 91 146 129 118 gauge, 1.25" Through top 2X4 16 HardiePlank" 5/16 9½ 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 No. 11 Blind Nailed 20 133 117 107 172 151 138 gauge, 1.25" Through top 2X4 24 HardiePlank"' .,,. 5¼ long r oofing 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 gauge, 1.25" Through top 2X4 24 HardiePlank"' .,,. 6'/• 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 11 5 No. 11 Blind Nailed 20 108 96 87 140 123 11 3 r,. gauge, 1.25" Through top 2X4 24 Hardie Plank" 5/,s 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 gauge, 1.25" Through top 2X4 24 HardiePlank"' 5/15 7½ 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 -gauge, 1.25" Through top 2X4 24 HardiePlank" 5/,e 8 long roofing edge of wood 40 98 --127 --nail plank 60 93 --120 . - 0-15 100 91 -129 11 7 - No. 11 Blind Nailed 20 100 88 -129 114 -gauge, 1.25" Through top 2X4 24 HardlePlan~ .,,. 8'/, 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 -gauge, 1.25" Through lop 2)(4 24 HardiePlank"' ''1e 9¼ 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 ( ontmued) h)(C mp 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vuh10'11 ), 2018 IBC Vasi·9, 12,15 ) (Basic Design Wind Soeed V 13•14' PRODUCT PRODUCT DIMENSION /IN.I FASTENER FASTENING FRAME STUD BUILDING EXPOSURE EXPOSURE THICK. TYPE4•16 METHOD2 TYPE1•8 SPACING HEIGHT CATEGORY CATEGORY WIDTH (IN.) (FT.) B C D B C D 0-15 93 . -1 19 . . No. 11 Blind Nailed HardiePlank" 5/16 9½ gauge, 1.25" Through top 2X4 20 93 . -119 . . long roofing edge of woad 24 nail plank 40 89 . . 115 . . 60 -. . . . . 0-15 170 170 166 219 219 214 No. 11 Blind Nailed HardiePlank"' •1,. 5¼ gauge, 1.75 Through top 2X4 20 170 170 162 219 219 209 inch long edge of wood 16 r oofing Nail plank 40 170 165 153 219 213 197 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 Na.11 Blind Nailed HardiePlank" .,,. 6¼ gauge, 1.75 Through tap 2X4 20 170 159 145 219 205 187 inch long edge of wood 16 roofing Nail plank 40 170 148 137 219 191 176 60 164 142 132 211 183 170 0-15 164 149 136 212 193 175 No. 11 Blind Nailed HardiePlank" .,,. 71/4 gauge, 1.75 Through top 2X4 20 164 145 132 2 12 187 171 inch long edge of wood 16 roofing Nail plank 40 158 135 125 204 174 161 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 No. 11 Blin d Nailed HardiePlank" s,,. 7½ gauge, 1.75 Through top 2X4 20 161 142 130 208 183 167 inch long edge of w ood 16 roofing Nail plank 40 155 132 122 200 171 158 60 146 127 11 8 189 164 152 0-15 155 141 128 200 182 165 No. 11 Blind Nailed HardiePlank® .,,. 8 gauge , 1.75 Through tap 2X4 20 155 137 125 200 176 161 inch long edge of wood 16 roofing Nall plank 40 149 127 117 192 164 152 60 141 122 113 182 157 146 0-15 152 138 126 197 178 162 No. 11 Blind Nailed HardiePlank,. .,,. 8¼ gauge, 1.75 Through top 2X4 20 152 134 123 197 173 158 inch long edge of wood 16 roofing Nail plank 40 146 125 115 189 161 149 60 138 120 11 1 178 155 144 0-15 142 129 117 184 167 152 No. 11 Blind Nailed HardiePlank4" s,,. 911◄ gauge , 1.75 Through top 2X4 20 142 126 115 184 162 148 inch long edge of wood 16 roofing Nail plank 40 137 117 108 176 151 139 60 129 112 104 167 145 134 0-15 140 127 116 181 164 149 No. 11 Blind Nailed H ardiePlanl(@ 51,s 9½ gauge, 1.75 Through top 2X4 20 140 124 113 181 160 146 inch long edge of wood 16 roofing Nail plank 40 135 115 106 174 148 137 60 127 110 102 164 142 132 0-15 164 149 136 212 1 93 175 No. 11 Blind Nailed HardiePlank" 5/ie 5¼ gauge, 1.75 Through top 2X4 20 164 145 132 212 1 87 171 inch long edge of wood 24 roofing Nail plank 40 158 135 125 204 147 161 60 149 129 120 193 167 155 ESR-2290 I Most Widely Accepted and Trusted Page 16 of 31 h)(C ontmued) TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY ( mp 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vuh'0•11), 2018 IBC Vasi·9,12.1s) (Basic Design Wind S peed V13•14l PRODUCT PRODUCT DIMENSION llN.l FASTENER FASTENING FRAME STUD BUILDING EXPOSURE EXPOSURE THICK. TYPE4·'6 ME1HOD2 TYPE1•8 SPACING HEIGHT CATEGORY CATEGORY WIDTH (IN.) (FT.) B C D B C 0 0-15 147 134 121 190 172 157 No. 11 Blind Nailed HardiePlank® .,,. 6'/, gauge, 1.75 T hrough top 2X4 20 147 130 118 190 168 153 inch long edge of wood 24 roofing Nail plank 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 No. 11 Blind Nailed HardiePlank" ,,,. 7 ¼ gauge, 1.75 Through top 2.X4 20 134 118 108 173 153 140 inch long edge of wood 24 roofing Nail p lank 40 129 110 102 166 142 131 6 0 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No. 1 1 B lind Nailed HardiePlank" .,,. 7½ gauge, 1.75 Through top 2X4 20 132 116 106 170 150 137 inch long edge of wood 24 roofing Nail plank 40 126 108 100 163 139 129 60 119 104 96 154 1 34 124 0-15 127 115 104 163 148 135 N o. 11 Blind Nailed HardiePlank" ,,,. 8 gauge, 1.75 Through top 2X4 20 127 11 2 102 163 144 132 in ch long edge of wood 24 roofing Nail plank 40 122 104 96 157 134 124 60 115 100 93 148 129 120 0-1 5 124 113 102 161 146 132 No. 11 Blind Nailed HardiePlank" 5/16 8¼ gauge, 1.75 Through top 2X4 20 124 110 100 161 142 129 inch long edge of wood 24 roofing Nail plank 40 119 102 94 154 132 122 60 113 98 91 146 126 11 7 0-15 116 106 96 150 136 124 No. 11 Blind Nailed HardiePlank'i' si,e 9¼ gauge, 1.75 Through top 2X4 20 11 6 103 94 150 133 121 inch long edge of wood 24 roofing Nail pl ank 40 112 95 88 144 123 11 4 60 106 92 85 136 118 11 0 0-15 114 104 94 148 134 122 No. 11 Blind Nailed Hardie Plank" '5"16 9½ gauge, 1.75 Through t op 2X4 20 114 101 92 148 130 119 inch long edge of wood 24 roofing Nail plank 40 110 94 87 142 121 112 60 104 90 -134 116 - No. 8 X 1¼ Min. 0-15 168 168 137 No. 20 2 17 217 177 in. long x Hardie Plank"' 5/,e 4 0 .3 75 in. HD Blind ga.x 20 168 158 137 2 17 204 177 ribbed Screwed 3.62" X 16 waferhead 1.375" 40 168 147 126 217 190 163 screws Metal C-stud 60 168 137 121 217 177 156 No. 8x 1 ¼ Min . 0-15 168 168 137 217 in. long x No. 20 217 177 H ardiePlank" 5'16 6 0.375 in. HD Blind ga.x 20 168 158 137 2 17 204 177 ribbed Screwed 3.62" X 16 walerhead 1.375" 40 168 147 126 217 190 163 screws Meta l C-stud 60 168 137 121 217 177 156 No. 8 X 1¼ Min. 0-15 168 158 142 in. long x No. 20 217 204 183 HardiePlank" 5/16 6'/4 0.375 in. HD Blind ga. X 20 168 158 131 217 204 169 ribbed Screwed 3.62" X 16 waferhead 1.375" 40 168 147 126 217 190 163 screws Melal C-stud 60 158 137 121 204 177 156 ESR-2290 I Most Widely Accepted and Trusted Page 17 of 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015I8C/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBCIIRC Wind Speed, (Basic Wind Speed, Vuh10•11 ), 2018 IBC Vasi·1,12,1s) (Basic Design Wind Sneed V13•14l PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION (IN.l FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY PRODUCT TYPE4•16 METHOD' TYPE1•8 THICK. WIDTH (IN.) (FT.) B C D B C D No. 8 X 1 1/4 Min. 0-15 168 152 126 217 196 163 No. 20 In . long x ga. X 20 168 147 116 217 190 150 HardiePlani(& 5/,s 7¼or 0.375 in. HD Blind 3.62" X 16 7'1, ribbed Screwed 1.375" 40 168 137 116 217 177 150 waferhead Metal screws C-stud 60 158 126 110 204 163 142 No. 8 x 1'/• Min. 0-15 168 147 116 217 190 150 No. 20 in. long x ga. X 20 168 137 116 217 177 150 HardiePlank9 ,,,. 8 0.375 in. H D Blind 3.62" X 16 ribbed Screwed 1.375" 40 158 126 105 204 163 136 waferhead Metal screws C-stud 60 147 121 105 190 156 136 No. Bx 1¼ Min. 0-15 168 142 121 2 17 183 156 No. 20 in. long x ga.x 20 168 137 116 217 177 150 Hardie Plank" ,,,. 81/, 0.375 in. HD Blind 3.62" X 16 r ibbed Screwed 1.375" 40 158 126 110 204 163 142 waferhead Metal screws C-stud 60 147 116 105 190 150 136 Min. 0--15 166 137 116 217 177 150 No.8x1't. No. 20 in. long x ga.X 20 168 126 105 217 163 136 HardiePlank* 5/16 9¼or 0.375 in. H D Blind 3.62" X 16 9½ ribbed Screwed 1.375" 40 158 116 105 204 150 136 waferhead Metal screws C-stud 60 137 110 100 177 142 129 No. 6 X 1 1/4 Min. 0--15 160 137 116 207 177 150 No. 20 in, l ong x ga.x 20 160 131 110 207 169 142 HardiePlank" .,,. 4 0.375 in. HD Blind 3.62" X 24 ribbed Screwed 1,375" 40 152 121 105 196 156 136 waferhead Metal screws C-stud 60 145 116 100 187 150 129 No. Bx 1¼ Min. 0 -15 160 137 116 207 177 150 No. 20 in. long x ga. X 20 160 131 110 207 169 142 HardiePlank" ,,,. 6 0.375 in. HD Blind 3.62" X 24 ribbed Screwed 1.375" 40 152 121 105 196 156 136 w aferhead Metal screws C-stud 60 145 116 100 187 150 129 No. 8 X 1 1/, M in. 0-15 160 137 116 207 177 150 No. 20 in. long x ga.x 20 160 131 105 207 169 136 HardiePlan~ s,,. 6 1/, 0.375 in. H D Blind 3.62" X 24 r ibbed Screwed 1.375" 40 154 121 105 199 156 136 w aferhead Metal screws C-stud 60 145 116 100 187 150 129 Min. 0-15 160 126 105 207 163 136 No. Bx 1¼ No. 20 in. long x ga.x 20 160 116 100 207 150 129 HardiePlank9 5/ ,. 7¼or 0.375 in. HD Blind 3.62" X 24 7 1/2 ribbed Screwed 1.375" 40 147 105 89 190 136 115 waferhead Metal 5c;rews C-stud 60 137 89 89 177 1 15 115 Min. 0--15 160 121 100 207 156 129 No. 8 X 11/, No.20 in. long x ga. X 20 158 116 100 204 150 129 HardiePlank"' 5'16 8 0.375 in. H D Blind 3.62" X 24 ribbed Screwed 1.375" 40 142 105 69 183 136 11 5 warerhead Metal screws C-slud 60 131 100 89 169 129 11 5 Min. 0--15 160 121 100 207 156 129 No.Bx 1¼ No. 20 in. long x ga.x 20 158 116 100 204 150 129 0.375 in . HD Blind HardiePlank" 5/1f1 8¼ 3.62" X 24 ribbed Screwed 1.375" 40 142 105 69 183 136 11 5 waferhead Metal screws C-stud 60 126 100 89 163 129 115 ESR-2290 I M ost Widely A ccepted and Trusted Page 18 of 31 TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)(Continued) 201 5 IBC /IRC. 2018 2012 IRC, 20 09 IRC a nd 201 2 IBC IBC/IRC, 2006 (Ulti mate Design IBC/IRC Wind Speed, (Basic Wind Speed , V,•"·11), 2 018 IB C Vai·9,12,1s) (Ba sic D esign Wind Speed, V''·141 PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION IIN.l FASTENER FASTEN ING FRAME CATEGORY CATEGORY PRODUCT TYPE4•16 METHOD2 TYPE1•8 SPACI NG HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D No. 8x 1¼ Min. 0-1 5 158 116 95 204 150 123 in. lo ng X No. 20 9¼or 0 .375 in. HD B lind ga.x 20 14 7 10 5 89 190 136 11 5 HardiePlank" 5/16 9½ ribbed Screwed 3.62'" X 24 1.3 75" 40 131 95 8 5 169 123 110 waf erhead Meta l screws C -stud 60 121 89 85 156 115 110 6d-2 i nch 0-15 141 128 116 182 165 150 long X 0.093 Blind Nailed inc h shank X Through top 2x4 20 141 124 114 182 160 147 HardiePlank" 5'16 5¼ 0.222 inch 16 head edge of w o od 4 0 135 116 107 174 150 138 diameter p lank siding nail 60 128 11 1 103 165 143 133 6d-2 i nch 0-15 126 114 104 163 147 134 lo ng X 0.093 Blin d N a iled inch s hank X T h rou gh top 2 x4 20 126 111 102 163 143 132 H ardiePlank'" s1,6 6¼ 0.222 inch 16 h ead edge of wood 40 121 103 96 15 6 133 124 diameter pl ank siding nail 60 114 99 92 147 128 11 9 6d-2 i nch 0 -15 115 104 95 148 134 123 long X0.093 Blind Na iled in ch s hank X Through top 2x4 20 115 102 9 3 148 132 120 H ardiePlank"' .,,. 7¼ 0.222 i nch 16 h ead e d ge of wood 40 11 0 94 87 142 121 112 diameter plank s id ing nail 60 104 91 -134 117 - 6d-2 inch 0-15 113 102 93 146 132 120 lo ng X 0.093 Blind N ailed i n ch s hank X T hrough top 2x4 20 113 9 9 91 146 128 117 HardiePlank" 5/,s 7½ 0.222 i nch 16 he a d edge of wood 4 0 108 93 8 5 139 120 110 diameter pl ank s id ing n ail 60 102 8 9 -132 1 15 - 6d-2 i nch 0-15 109 99 90 141 128 1 16 long X 0.093 Blind Nailed in ch shan k X Through top 2x4 20 109 96 87 141 124 1 12 HardiePlank" .,,6 8 0.222 i nch 16 head edge of wood 40 104 89 -134 115 - dia meter pl ank siding nail 60 99 85 128 110 - 6d-2 inch 0 -15 107 97 88 138 125 114 long X0.093 B lind Nailed in ch shank X T hrough top 2x4 2 0 107 94 86 138 121 111 HardiePlank" 5'16 8'/, 0.222 i nch 16 h ead ed g e of wood 40 102 88 -13 2 1 14 - diameter pl ank s id ing nail 60 97 --125 -- 6d-2 inch 0-15 100 90 -129 1 16 - lo n g X 0 .093 Blind Nailed inch s hank X T hrough top 2x4 20 100 88 -129 1 14 - HardiePlank® 5110 9 1/4 0 .222 i nch 16 head edge of wood 4 0 96 --124 -- diamet er pl ank siding nail 60 90 --11 6 -- 6d-2 i nch 0-15 98 89 -127 1 15 - l ong X0.093 B lind Nailed inch shankX Through top 2x4 20 98 87 -127 1 12 - HardiePlani(E' s,,. 9½ 0.222 inch 16 head edge of wood 40 94 --121 -- diameter plank sid ing nail 60 89 --11 5 -- 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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vutt10•11), 2018 IBC VasctJ,9,12,,s) (Basic Design Wind Soeed V13•14l PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION (IN.) FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4•16 METHOD2 TYPE1·8 (IN.) (FT.) B C D B C D 6d-2 inch 0-15 115 104 95 148 134 123 long X 0.093 Blind Nailed inch shank X Through top 2x4 20 115 102 93 148 1 32 120 HardiePlan~ s1,s 5¼ 0.222 inch 24 head edge of wood 40 110 94 87 142 121 112 diameter plank siding nail 60 104 91 -134 117 - 6d-2 inch 0-15 103 93 -133 120 -long X 0.093 Blind Nailed inch shank X Through top 2x4 20 103 9 1 -133 11 7 -Hardi ePlank® 5/16 6¼ 0.222 inch 24 head edge of wood 40 99 --128 --diameter plank siding nail 60 93 --120 -- 6d·2 inch 0-15 94 85 -121 110 -long X0.093 Bl ind Nailed inch shank X Through top 2x4 20 94 --121 --HardiePlank" s,,6 7¼ 0.222 inch 24 head edge of wood 40 90 --116 -- diameter plank siding nail 60 85 --110 -- 6d-2 inch 0-15 92 --119 --long X 0.093 Blind Nailed inch shank X Through top 2x4 20 92 --11 9 -HardiePlank8 .,,. 7½ 0.222 inch 24 head edge of wood 40 88 --114 -- diameter plank siding nail 60 ---- -- 6d-2 inch 0-15 89 --115 --long X 0.093 Blind Nailed inch shank X Throug h lop 2x4 20 89 --115 --HardiePlank® s,,. 8 0.222 inch 24 head edge of wood 40 85 --110 - - diameter plank siding nail 60 ------ 6d-2 inch 0-15 87 --112 --long X 0.093 Blind Nailed inch shank X Through top 2x4 20 87 --112 --HardiePlank® s1,s 8¼ 0.222 inch 24 head edge of wood 40 ------ diameter plank siding nail 60 ----- - 0-15 153 138 126 198 178 163 0.092" face nailed shank X 20 153 135 123 198 174 159 Hardie Plank® s1,s ~8¼ 0.222" HD X through 2x4 16 2.5" long plank wood 40 146 125 116 188 161 150 overlap galv. nail 60 138 120 112 178 155 145 0-15 143 130 118 185 168 152 0.092" face nailed shankX through 2x4 20 143 126 11 5 185 163 148 HardiePlank"' .,,. 9¼ 0.222" HD X 16 2.5" long plank wood 40 137 117 108 177 151 139 overlap galv. nail 60 130 11 3 105 168 146 136 ESR-2290 I Most Widely Accepted and Trusted Page 20 of 31 TABLE 4-MAXJMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph){Continued) 2015 IBCIIRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vu1110·11), 2018 IBC v ... ,.•.12.,s) (Basic Design Wind Soeed V 13•14l PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION !IN.\ FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE•·16 METHOD2 TYPE'·• THICK. WIDTH (IN.) (FT.) B C D B C D 0.092" 0-15 141 128 116 182 165 150 shank X face nailed 20 141 124 113 182 160 146 HardiePlank® 511& 9½ 0.222" HD through plank 2x4wood 16 X 2.5" long overlap 40 135 116 107 174 150 138 gal v. nail 60 128 111 103 165 143 133 0.092" 0-15 123 112 101 159 144 131 shank X face nailed 20 123 108 99 159 140 128 HardiePlank® .,,. 12 0.222" HD through plank 2x4wood 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 HardiePlank® 5/15 SB¼ shank X through plank wood6 16 0.260" HD overlap 40 194 166 153 250 214 198 X 2 .375" L 60 184 159 148 238 205 191 Bd ring 0-15 166 151 137 214 195 177 shank box face nailed 20 166 146 134 214 188 173 HardiePlank® 51,o SB¼ nail, 0.113" through plank 2x4 24 shank X wood' 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" shankX face nailed 2x4 20 151 133 122 195 172 158 HardiePlank® .,,. S81i◄ 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 2x4 20 187 165 151 241 2 13 195 HardiePlank® .,,. SB'!• 0.222" HD through plank wood' 16 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. BX 1-blind screw to 7/,e" 5/8" long X through top wood 11,.·wsP 20 207 183 167 267 236 216 HardiePlank® .,,. 5¼ 0.375" HD edge of plank structural attached ribbed wafer at12in.on panel per code 40 199 170 157 257 219 203 head screw' center sheathing only 60 188 163 152 243 210 196 Attached 0-15 183 166 151 236 214 195 N o. 8 X 1-blind screw to 7/15" 5/8" long X through top wood 71,,"WSP 20 183 161 147 236 208 190 Hard iePlank® .,,. 6¼ 0.375" HD edge of plank structural attached ribbed w afer at 12 in. on panel per code 40 176 150 139 227 194 179 head screw5 center sheathing only 60 166 144 134 214 186 173 Attached 0-15 165 150 136 213 194 176 N o. 8 X 1-blind screw to 7/15" 5/8" long X through top wood 7/"" WSP 20 165 145 133 213 187 172 HardiePlank® 5/16 7¼ 0.375" HD edge of plank structural attached ribbed wafer at12 in.on panel per code 40 158 135 125 204 174 161 head screw° center sheathing only 60 150 130 120 194 168 155 Attached 0-15 150 136 124 194 176 160 No. ax,_ blind screw to 'l,s" 5/8" long X through top wood 7/1s"WSP 20 150 133 121 194 172 156 HardioPl.::mk® SJ ,o a1,,. 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 screw5 center s heath ing only 60 136 116 110 176 152 142 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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, V utt10•11), 2018 IBC v ... , .•. ,,.,s) (Basic Design Wind Sneed V13•14l PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IIN.l FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4•16 METHOD2 TYPE1 ·8 (IN.) (FT.) B C D B C D Attached 0-15 139 126 114 179 163 147 No.8X1-blind screw to 7/101 ' 5/8" long X through top wood 11,.-wsP 20 139 122 112 179 158 145 HardiePlan~ s,,. 9¼ 0.375" HD edge of plank structural attached ribbed wafer at12in.on panel percode 40 133 114 105 172 147 136 head screw• center sheathing only 60 126 109 101 163 141 130 0.090" Attached 0-15 145 132 120 187 170 155 shankX blind nail to 7/,s' 0.215" HD X through top wood 7I,s"WSP 20 145 128 117 187 165 151 HardiePtan k® s/,s S8¼ 1.5" tong edge of plank structural attached ring shank at8in. on panel per code 4 0 139 119 11 0 179 154 142 center sheathing nail5 only 60 132 114 106 170 147 137 0 .090" Attached 0-15 166 150 137 214 194 1TT shank X blind nail to 1,,. .. 0.215" HD X through top wood 7I,s" WSP 20 166 146 1 33 214 188 172 HardiePlank® 5/15 ,,8¼ 1.5" long edge of plank structural attached at 6 in. on panel per code 40 159 136 1 25 205 176 161 ring shank center sheathing nail5 only 60 150 130 1 21 194 168 156 0.091" Attached 0-15 100 91 -129 117 - shank, Face Nailed to 7/16" 0.221" HD, through the wood7/,6 7/,s"WSP 20 100 BB -129 114 - HardiePl ank® s,,. S9½ structural attached 1.5" long overlap at 12" panel pe r code 40 96 --124 - - ring shank o.c. nail5 sheathing 60 91 117 only --- - HardieNai l 0-15 161 146 132 207 188 171 Studless Siding blind nail Attached to 20 161 142 129 207 183 167 7/,s" wood Fastener through top structural 7/,o• WSP HardiePlank" 5/16 5¼ (TetraGrip), edge of plank panel attached 40 154 132 122 199 170 157 .117"x at12in.on sheathing per code 1.125" X .3" center only (PART 60 146 126 117 188 163 152 #650867) HardieNail 0-15 146 133 120 189 171 156 Studtess Attached Siding blind nail to 7/,s" 20 146 129 118 189 166 152 Fastener through top wood 7/,s" WSP HardiePlank® .,,. 5¼ (TetraGrip), edge of plank structural attached 40 140 120 11 1 181 155 143 .117"x at 16 in. on panel per code 1.125" X .3" center sheathing (PART only 60 133 115 107 171 148 138 #6508671 HardieNail Studless Attached 0-15 137 124 113 176 160 145 Siding blind nail to 7/,s" 20 137 120 110 176 156 142 Fastener through top wood 7/,s" WSP HardiePlan k" .,,. 51/, (TetraGrip), edge of plank structural attached 40 131 112 103 169 145 134 .117"x at20in.on panel per code 1.125" X .3" center sheathing (PART only 60 124 108 100 160 139 129 #6508671 HardieNail 0-15 130 Sludless Attached 118 107 168 152 138 Siding blind nail to 7/10' 20 130 115 105 168 148 135 Fastener through top wood 7/15" WSP HardiePtank" 6/15 5'/, (TetraGrip), edge of plank structural attached 40 125 107 99 161 138 127 .117" X at24in.on panel percode 1.125" X .3" center sheathing (PART only 60 118 102 95 152 132 123 #650867) HardieNail 0-15 148 Studless Attached 135 122 192 174 158 Siding blind nail to 7/,s" 20 148 131 119 192 169 154 Fastener through top wood 7/,s" WSP HardiePlank"' 51,6 6¼ (TetraGrip), edge of plank structural attached 40 142 122 112 184 157 145 .117" X at12in.on panel percode 1.125" X .3" center sheathing (PART only 60 135 117 106 174 151 140 #6508671 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. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, v,-•0 •11), 2018 IBC Vasd3,,,12,1 5 ) (Basi c Design Wind Soeed, V13•14l PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IIN.l FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE"'16 METHOD2 TYPE1•8 (IN.) (FT.) B C D B C D HardieNail Attached to 0-15 134 122 111 173 157 143 Studless Siding blind nail 7/,s" wood Fastener through top structural 7/10 WSP 20 134 118 108 173 153 139 HardiePlank® •1,s 6¼ (Tetra Grip), edge of panel attached .117"x 1.125"x plank at 16 per code 40 129 110 102 166 142 131 .3"(PART in. on center sheathing #650867) only 60 122 106 98 157 136 127 HardieNail Attached to 0-15 125 113 103 161 146 133 Studless Siding blind nail 7/,s" wood Fastener through top structural 1I,.wsP 20 125 11 0 100 161 142 130 HardiePlank® s,,. 6¼ (TetraGrip), edge of panel attached .117"x 1.125"x plank at 20 percode 40 12 0 102 94 154 132 122 .3"(PART in. on center sheathing #650867) only 60 113 98 91 146 127 118 HardieNail 0-15 118 107 97 152 138 126 Attached to Studless Siding blind nail 7/,s" wood Fastener t hrough top 7/,s'WSP 20 118 104 95 152 134 123 HardiePlank® .,,. 6¼ (TetraGrip), edge of structural attached .117"x 1.125"x plank at 24 panel percode 40 113 97 89 146 125 115 .3" (PART in. on center sheathing #650867) only 60 107 93 86 138 120 111 HardieNail Attached to 0-15 140 127 115 180 164 149 Studless Siding blind nail 7hs" wood Fastener through top structural 7/,6" WSP 20 140 123 11 3 180 159 145 HardiePlank® 5/16 7¼ (TetraGrip), edge of panel attached .117"x 1.125"x plank at 12 per code 40 134 115 106 173 148 137 .3" (PART in. on center sheathing #650867) only 60 127 110 102 164 142 132 HardieNall Attached to 0-15 125 114 103 162 147 134 Studless Siding blind nail 7/,s" wood Fastener through top structural 7/,sWSP 20 125 111 101 162 143 130 HardiePlank® S/,s 7¼ (TetraGrip), edge of panel attached .117"X 1.125" X plank at 16 per code 40 120 103 95 155 133 123 .3"(PART in. on center sheathing #650867) only 60 114 99 92 147 128 118 HardieNail Attached to 0-15 116 105 96 150 136 123 Studless Siding blind nail 7/,s' wood Fastener through top structural 7/16" WSP 20 116 102 93 150 132 121 HardiePlank® .,,. 7¼ (TetraGrip), edge of panel attached .117" X 1.125" X plank at 20 percode 40 111 95 88 144 123 113 .3"(PART in. on center sheathing #650867) only 60 105 91 -136 118 - HardieNail 0-15 109 99 90 141 128 116 Studless Siding blind nail Attached to Fastener through top 7/,s wood 7/15" WSP 20 109 96 88 141 125 114 HardiePlank® 5/10 7¼ (TetraGrip), edge of structural attached panel .117" X 1.125" X plank at 24 sheathing per code 40 105 90 -136 116 - .3"(PART in. on center #650867) only 60 99 86 -128 111 - Hardie Nail Attached to 0-15 133 121 110 172 156 142 Studless Siding blind nail 7/16" wood Fastener through top structural 11,.wsP 20 133 117 107 172 152 138 Hardie Plank® .,,. 8¼ (TetraGrip), edge of panel attached .117"x 1.125"x plank at 12 sheathing percode 40 128 109 101 165 141 130 .3"(PART in. on center #650867) only 60 121 105 97 156 135 126 Hardie Nail Attached lo 0-15 119 108 98 154 139 127 Studless Siding blind nail 7/,a"wood Fastener through top structural 7/,s' WSP 20 119 105 96 154 136 124 HardiePlank® 5/16 81/, {TetraGrip), edge of panel attached .117'' X 1.125" X plank at 16 sheathing per code 40 114 98 90 147 126 116 .3" (PART in. on center #650867) only 60 108 94 87 139 121 112 ESR-2290 I Most Widely Accepted and Trusted Page 23 of31 TABLE 4--MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)(Continued) 2015 IBC/IRC. 2018 2012 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Vui.''·11), 2018 IBC Vasc13,,,12,1s ) (Basic Design Wind Speed, V13•14) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION UN.\ FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4 •16 METHOD2 TYPE1•8 (IN.) (FT.) B C D B C D HardieNail Attached 0-15 110 99 90 141 128 117 Studless Siding blind nail to 7/1s" Fastener through top wood 7/,s"WSP 20 110 97 88 141 125 114 HardiePlank® 5/16 8¼ (TetraGrip), edge of structural attached .1 17" X 1.125" X plank at 20 panel per code 40 105 90 " 136 116 " .3" (PART in _ on center sheathing #650867) only 60 99 86 " 128 111 " HardieNail Attached 0-15 103 93 " 133 120 " Studless Siding blind nail to 11,.- Fastener through lop wood 7/10 WSP 20 103 91 " 133 117 " HardiePlan~ .,,. 8¼ (TetraGrip), edge of structural attached .117" X 1.125 " X plank at24 panel per code 40 99 " " 127 " " .J"(PART in. on center sheathing #650867) only 60 93 " " 120 " " Hardie Nail Attached 0-15 128 116 106 165 150 136 Studless Siding bl ind nail to 7/,e" Fastener through top wood 7/,s"WSP 20 128 113 103 165 146 133 HardiePlan~ 5/16 9¼ (TetraGrip), edge of structural attached 123 105 97 159 136 125 .11 7" X 1 .125" X plank at 12 panel per oode 40 .3"(PART in. on center sheathing 116 101 94 150 130 121 #650867) only 60 HardieNail Attached 0-15 114 103 94 147 133 121 Studless Siding blind nail to 7/1511 114 92 147 130 118 Fastener through lop wood 7/,e"WSP 20 100 HardiePlank® 5/16 911, (TetraGrip), edge of structural attached 109 93 86 141 121 111 .117"x1.125"x plank at 16 panel per code 40 .3" (PART in. on center sheathing 103 90 " 133 116 " #650867) only 60 Hardie Nail Attached 0-15 104 95 86 135 122 11 1 Studless Siding bl ind nail to 'he" 104 135 119 Fastener through top wood 7I,s"WSP 20 92 " " HardiePlank® 5/l(j 9'/, (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) only 60 HardieNail Attached 0-15 98 89 " 126 114 " Studless Siding blind nail to 7/,s 126 111 Fastener through top wood 7I,s" WSP 20 98 86 " " HardiePlank"' 5/1s 9¼ (TetraGrip), edge of structural attached 94 121 .1 17" X 1 .125" X plank at 24 panel per oode 40 " " " " .3"(PART in. on center sheathing 89 " " 114 " " #650867) only 60 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. 2018 201 2 IRC, 2009 IRC and 2012 IBC IBC/IRC, 2006 (Ultimate Des ign IBC/IRC Wind Speed, (Basic Wind Speed , Vu1t10•11}, 20 18 IBC Vasi ·~.12.15) (Basic Design Wind Saeed, V13•14I PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION !IN.I FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE4·16 METHOO2 TYPE'•" THICK. WIDTH (IN.) (FT.) B C D B C 0 0-15 184 167 152 238 216 196 0.092" shank X blind naff 20 184 162 148 238 209 191 Artisan® Lap 5/s 5¼ 0.225" HDX through top 2X4 16 2.25" long edge of Wood7 40 177 151 140 229 195 181 galv. Nai l plank 60 167 145 135 216 187 174 0-15 135 122 111 174 158 143 0.092" blind nail shank X through top 2X4 20 135 119 108 174 154 139 Artisan® Lap 5/a 7¼ 0.225" HDX 16 2.25" long edge of Wood' 40 129 11 1 102 167 143 132 gafv. Nail plank 60 122 106 98 158 137 127 0-15 117 106 96 151 137 124 0 .092" blind nai shank X through to p 2X4 20 117 103 94 151 133 121 Arti san® Lap .,. 8¼ 0.225" HD X 16 2.25" long edge of Wood' 40 11 2 96 88 145 124 114 galv. Nail pl ank 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092" blind nail sh ank X 20 132 116 106 170 150 137 Artisan® Lap .,. 5'!, 0.225" HD X through top 2X4 24 2.25" long edge of Wood ' 40 126 108 100 163 139 129 galv. nail plank 60 119 104 96 154 134 124 0-15 99 90 -128 116 - 0.092" blind nail shank X through top 2X4 20 99 87 -128 112 - Artisan® Lap .,. 7¼ 0.225" HD X 24 2 .25" long edge of Wood' 40 95 --123 -. galv. nail plank 60 90 --1 16 -. 0-15 88 --11 4 -- 0 .092" blind nail shank X through top 2X4 20 88 --114 -- Artisan® Lap .,. 8¼ 0.225" HDX 24 2.25" long edge of Wood' 40 - - . -. - galv. nail plank 60 ---. -- Min. 0-15 184 167 151 237 2 15 195 blind nail No.20 ET&F pin th rough top ga.x 20 184 162 148 237 209 191 Art isan® Lap .,. 5'/, 0.100" X 1 .5" 3.62" X 16 x 0.313" HD edge of 1.375" 40 176 151 139 228 195 180 plank Metal C-stud 60 167 145 134 215 187 173 Min. 0-15 149 135 123 192 175 159 blind nail No.20 ET&F pin through top ga.x 20 149 131 120 192 170 155 Artisan® L ap .,. 7¼ 0.100"x1 .5" 3.62"x 16 x 0.313" HD edge of 1.375" 4 0 143 122 113 185 158 146 pl ank Metal C-stud 60 135 117 109 175 151 141 Min. 0-15 136 124 112 176 160 145 blind nail No.20 ET&F pin through top ga.x 20 136 120 11 0 176 155 142 Artisan® Lap s,. 8'/, 0.100" X 1.5" 3.62" X 16 x 0.313" HD edge of 1.375" 40 131 112 103 169 144 133 plank Metal C-stud 60 124 107 100 160 138 129 Min. No. 0-15 162 147 134 209 190 173 E T &F pin blind nail 20 ga. X 20 162 143 131 209 185 169 Artisan® Lap ¾ 51/. 0.100" x 1.5" through top 3.62" X 24 x 0 .3 13" HD edge of 1.375" 40 156 133 123 201 172 159 plank Metal C- stu d 60 147 128 119 190 165 153 ESR-2290 I Most Widely Accepted and Trusted TABLE 4-MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)(Continued) PRODUCT STUD BUILDING DIMENSION UN.I FASTENER FASTENING FRAME PRODUCT TYPE4·16 METHOD2 TYPE1·8 SPACING HEIGHT THICK. WIDTH (IN,) (FT.) Min. No. 0-15 ET&F pin blind nail 20 ga. X 20 Artisan® Lap 'ta 7¼ o.1oo·x 1.5" through top 3.62" X 24 1 .375" x 0.313" HD edge of plank Metal 40 C-stud 60 Min. No. 0 -15 ET&Fpin blind nail 20 ga. X 20 3.62" X Artisan® Lap 'ta 8¼ 0.100" X 1.5" through top 1.375" 24 x 0.313" HD edge of plank Metal 40 C-stud 60 Min. No. 0--15 No.BX 1-20ga. X 5/8" long X blind screw 3.62" X 20 Artisan" Lap s,. 5'1. 0.323" HD through top 1.375" 16 ribbed bugle edge of plank Metal 40 head screw C-stud 60 Min. No. 0-15 No.BX 1-20 ga. X 5/8" long X blind screw 3.62" X 20 Artisan® Lap ¾ 7¼ 0.323" HD through top 1.375" 16 ribbed bugle edge of plank Metal 40 head screw C-stud 60 Min. 0-15 No.8X1-No. 20 5/8" long X blind screw ga.x 20 Artisan® Lap s,. 8¼ 0.323" HD through top 3.62" X 16 ribbed bugle edge of plank 1.375" 40 head screw Metal C-stud 60 Mi n. 0-15 No.8X1-No. 20 5/8" long X blind screw ga.x 20 Artisan® Lap ''• 5¼ 0.323" HD through top 3.62" X 24 ribbed bugle edge of plank 1.375" 40 head screw Metal C-stud 60 M in. 0-15 No. 8 X 1-No.20 518" longX blind screw ga. X 20 Artisan" Lap 5/a 7¼ 0.323" HD through top 3.62" X 24 ribbed bugle edge of plank 1.375" 40 head screw Metal C-stud 60 Min. 0-15 No.8X1-No. 20 5/8" long X blind screw ga. X 20 Artisan® Lap ''• 8¼ 0.323" HD through top 3.62" X 24 ribbed bugle edge of plank 1.375" 40 head screw Metal C-stud 60 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 mis. 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2 Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, v.,d'·"·''·'' l EXPOSURE CATEGORY B C D 134 122 111 134 119 108 129 110 102 122 106 98 128 116 106 128 113 103 123 105 97 116 101 94 181 164 149 181 159 146 174 148 137 164 142 132 157 142 129 157 138 126 150 128 119 142 123 114 149 135 123 149 131 120 143 122 113 135 117 109 180 163 148 180 158 145 172 147 136 163 141 131 144 130 118 144 127 116 138 118 109 130 113 105 132 119 108 132 116 106 126 108 100 119 104 96 Page 25 of 31 2015 IBC/IRC. 2018 IRC and 2012 IBC (Ultimate Design Wind Speed, Vut10•11 ), 2018 IBC (Basic Design Wind Sceed V13·14l EXPOSURE CATEGORY B C D 174 158 143 174 153 140 167 142 131 158 137 127 165 150 136 165 146 133 159 136 125 150 130 121 234 212 192 234 205 188 225 191 177 212 183 170 203 183 167 203 178 163 194 165 154 183 159 147 192 1 74 159 192 169 155 185 158 146 174 151 141 232 210 191 232 204 187 222 190 176 210 182 169 186 168 152 186 164 150 178 152 141 168 146 136 170 154 139 170 150 137 163 139 129 154 134 124 "Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: I= 1.0, K.,= 1, Ka= 0.85, Ge,.= 0.18., GCp~1.4. 'ET&F pin fasteners have knurled shanks. 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16' WSP sheathing by at least ¼" for nails or 3 full threads for screws. "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. 'Vasd = nominal design wind speed. ••v"11 = ultimate oes1gn wino speeo. 11Wind speed design assumptio ns per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1 .4. 122015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, v ,.d=V •• ✓o.6 13V = basic design wind speed 14Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 152018 IBC Section 1609.3.1, Eqn. 16-33, Yasd = V "°'6 ••smooth-shank stainless steel nails are outside of the scope of this report ESR-2290 I Most Widely Accepted and Trusted Page 26 o f 31 TABLE 5-{V0,a 100 MPH; Vutt f V 129 MPH)3 AL LOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'·2·'•5 Building ~61/,-inch wide 7'1•· & 71/rinch wide 8-& 81/4-inch wide 91/4 -& 9 1/2-inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 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 mis. 'HardiePlank® 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., leng th= 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.). 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.). 3 Maximum nominal design wind speed (Vasa) shall be 100 mph. Maximum ullimate design wind speed (V.,11)and basic design wind speed (V) shall be 129 mph. •interpolation of spacing to address building height and other plank wldths is permitted. 5The l ap conceals the fasteners of the previous course (Blind Nailed). TABLE 6-{V.,a 110 MPH; Vutt i V 142 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL 1.2,4 ,5 Building ~61/2 -inch wide 7¼-& 7 1/2-inch wide 8-& 81/4-inch wide 9 1/4 -& 91/2-inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 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 mis. 'HardiePlank'" 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-JC C, 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 i n., shank diamet er= 0.145 in., length= 1.25 in.). 2Art isan'" Lap Siding rasteners 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 i n., 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.). 3Maximum nominal design wind speed (V=1) shall be 110 mph Maximum ultimate design wind speed (V,,Jt ) and basic design wind speed (V) shall be 142 mph. 41nterpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7-( V,sd 120 MPH; Vu11 i V 155 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1 ·3 ·• Building <61/2-inch wide 7 1/,. & 71/2-inch wide 8-& 81/4-inch wide 9¼-& 91/2-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 mis. 'HardiePlank" 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 i n.). 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 ., ::.hank diQmctor -0.145 i n., longth ., 1.s in.). 3Maximum nominal design wind speed (V..a) shall be 120 mph. Maximum ultimate design wind speed (Vu1,) and basic design wind speed (V ) shall be 155 mph. 41nterpolation 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 8--( Vasd 130 MPH; Vun / V 168 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1•2•4•5 Building <6½-inch wide 7¼-& 7½-inch wide 8-& 811.-inch wide 9¼-& 9½-inch wide Height Exposure Exposure Exposure Exposure (feetl 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 mis. 1HardiePlank® Lap Sidin g 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 .), Aerosmllh SurePin block nail (head diameter= 0.30 in., shank diameter= 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head d ia meter= 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-tCC, head diameter.= 0.30 in., shank diameter.= 0.145 in., l ength= 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 (Vun) and basic design wind speed (V) shall be 168 mph. 4 1nterpolation to address building height and other plank widths is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). TABLE ~asd 140 MPH; Vutti V 181 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNITWALL1•2•4•5 Building <61/2 -inch wide 7'1•· & 71/2-inch wide 8-& 8 1/4-inch wide 91/•· & 91/2-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 B 50 18 13 11 15 11 10 14 10 9 12 9 B 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 mis. 1HardiePlanl(S 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 = 125 in.). 2Artisan" Lap Siding fasteners m ust be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diamet er.= 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.). 3 Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (Vw;) and basic design wind speed (V) shall be 181 mph. 4 lnterpolation to address building height and other plank w idths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10-(V .. 0 150 MPH; Vu•/ V 194 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 7¼-& 7½-inch wide 8-& 8¼-inch wide 9 1/4 -& 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 St: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 mis. 'HardiePlank" 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.), Aerosmlth SurePin block nail (head diameter= 0.30 in., shank diameter= 0.144 in .. length = 1.25 in.), or Jaaco Nail Pro (NP145S head d iameter= 0 .30 in., shank diameter = 0 .1 45 in., length= 1.25 in .). 2 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 (NP1 45S 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 (Vu1,) and basic design wind speed (V} shall be 194 mph. 'Interpolation to address building neight 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 28 of 31 TABLE 11-ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLET,. (NEW HARDIESHINGLE™) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, Va1et1.2,.s,,) Weather Exposure and Height of Exoosure Cateaorv Sheathing Type Siding Fastener Type Building Fastener Location lfeetl B C 8 inch exposure 0-15 126 110 20 126 105 2 roofing nais 9 inches from 40 126 95 butt edge 60 126 89 7 inch exposure 0-1 5 126 126 20 126 121 M in. 0 .121 in. shank x 2 roofing nals 8 inches from 40 126 110 Minimum 15/32 inch thick 0.371 in . HD x 1 ¼In.long butt edge 60 126 105 plywood complying wilh DOC PS 1.95 corrosion resistant roofing 6 inch exposure 0-15 126 126 Nail 2 roofing nals 7 inches from 20 126 126 butt edge 40 126 121 60 126 116 5 inch exposure 0-15 126 126 20 126 126 2 roofing nails 6 inches rrom 40 126 121 butt edge 60 126 116 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m is. 'Wi nd speed d esign 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. zv.,,, = nominal design wind speed. 3Vu1.1 = ultimate design wind speed . 4Wi nd speed d esign assumptions per Section 30.4, of ASCE 7-10: Kzt = 1 , Kd = 0.85, GCpi = 0.18, GCp = -1.4. 5 2 015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Va,d = Vu1, ,/o7, • V = basic d esign w ind speed 7 Wind speed design assumptions per Section 3 0.3, of ASCE 7-16: K,, = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2018 IBC Section 1609.3.1 , Eqn. 16-33, Vasd = V ,/o7, 9 Smooth-shank stainless steel nails are outsid e of the scope of this report 2015 IBC/IRC, 2018 IRC, and 2012 IBC (Ultimate Design Wind Speed, V.o'A), 2018 IBC (Basic Design Wind Speed, v"·') Exoosure Cateo.orv B C 163 142 163 136 163 123 163 1 15 163 163 163 156 163 142 163 136 163 163 163 163 163 156 163 150 163 163 163 163 163 156 163 150 TABLE 12-ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLE™ (NEWHARDIESHINGLE™) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, V.-41.z.5,e) Weather Exposure and Height of Exoosure Catenorv Sheathing Type Siding Fastener Type Fastener Location Building B C lfeell 8 inch exposure 0-15 126 89 20 126 89 2 siding nails 9 inches from 40 105 85 butt edge 60 100 7 inch exposure 0 -15 126 105 20 126 100 Min. 0.091 in. shank x 2 siding nails 8 inches from 40 121 95 Minimum 7/1a inch thick OSB 0.221 in. HD x 1 ½in.long bull edge 60 116 89 sheathing complying with corrosion resistant siding 0-15 126 116 DOC-PS 2-95 Nail 6 Inch exposure 20 126 110 2 siding nails 7 inch es from 40 126 105 butt edge 60 126 95 0-15 126 116 5 inch e xposure 20 126 110 2 siding nails 6 inches from 40 126 105 butt edge 60 126 95 For SI: 1 f oot = 305 mm, 1 mch = 25.4 mm, 1 mph = 0.44 mis. 'Wind speed d esign assumptions per Seclion 6.5. Method 2, of ASCE 7 -05: I = 1 .0, Kzt = 1, Kd = 0 .85, GCpi = 0.18, GCp = -1.4. 2Vaoo = nominal design w ind speed. 3V.,,, = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, o f ASCE 7-10: Kzl = 1 , Kd = 0.85, GCpi = 0.18, GCp = -1.4. 5 2015 an d 2012 IBC Section 1609.3.1, Eqn. 16-33, Va,d = Vult ,/o7, 6 V = basic d esign wind s peed 7 Wind sp eed design assumptions per Section 30.3, of ASCE 7-16: K,, = 1, Kd = 0.85, GCpi = 0 .18 , GCp = -1.4. 8 2018 IBC Section 1609.3.1, Eqn. 16-3 3 , v.,d = V ,/o7, 9 Smooth-s hank stainless sleel nails are outside of the scope of this report 2015 IBCIIRC, 2018 IRC, and 2012 IBC (Ultimate Design Wind Speed, v •• "'), 2018 IBC (Basic Design Wind Speed, \16•') Exnnsure Cateoorv B C 163 115 163 115 136 11 0 129 163 136 163 129 156 123 150 115 163 150 163 142 163 136 163 123 163 150 163 142 163 136 163 123 ESR-2290 I Most Widely Accepted and Trusted Page 29 of 31 TABLE 13-ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLE"" (NEW HARDIESHINGLE™) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 2015 IBC/IRC, 2018 IRC, and 201 2 IBC IBC/IRC, 2006 IBC/IRC (Ultimate Design Wind (Basic Wind Speed, Speed, v,.'·'), 2018 IBC v..,,, ..... ,) (Basic Design Wind Height Exoosure Cateaorv Exaosure Cateaorv Sheathing Type Siding Fastener Weather Exposure and of Type fastener Location Building B C B C lfeetl 8 inch exposure, 0-15 116 116 150 150 3 nails for shingles greater than 8 in. wide, 2 naifs 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 711s inch thick Min. 0.091 in. shank 3 nails for shingles greater 20 121 121 156 156 than 8 in. wide, 2 nails for 40 110 110 142 142 OSB sheathing x 0.221 in. HD x 1½ 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 tor 40 126 126 163 163 sningles 8 in. wide 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 mis. 1Wind 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. 21/..,. = nominal design wind speed. 3\/,,., = ultimate design wind speed. 'W ind speed design assumptions per Section 30.4, of ASCE 7-1 0: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 5 2015and 2012 IBC Section 1609.3.1, Eqn. 16-33, v,sd = Vut,"°"6 • V = basic design Wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kn= 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 8 2018 IBC Section 1609.3.1, Eqn. 16-33, v,,d = V "°"69 Smooth-shank stainless steel nails are outside of the scope of this report ~ ICC EVALUATION SERVICE ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2020 Revised June 2020 This report is subject to renewal March 2022. www.icc-es.org 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: HARDIESHINGLE™ (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK™ LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLE™ (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HARDIESHINGLE™ (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK™ LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLE™ (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES , recognized in ICC-ES evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2019 California Building Code® (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) and Division of State Architect (DSA), see Sections 2.1 .1 and 2.1.2 below. ■ 2019 California Residential Code® (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLE™ (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK™ LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLE™ (N EW HARDIESHINGLE®) 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 2018 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 16 and 17, as applicable. The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Area requires installation in accordance with the 2018 International Building Code® (IBC) provisions of the evaluation report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections of the CBC are beyond the scope of this supplement. 2, 1.2 DSA: The applicable DSA Sections of the CBC are beyond the scope of this supplement. 2.2 CRC: The HARDIESHINGLE™ (NEW HARDIESHINGLE®) PANELS, HARDIEPLANK™ LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLE™ (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the ICC-ES Evaluatio11 Reports are no/ to be constn1ed as represeming aesthetics or any other attributes not .1pecificolly addressed, 11nr are th ey w be constn,ed as an endorsement of the s11hject of the report or a recommendation for its 11se. There is no warranty by ICC Eva/11a1ion Service. LLC, express or implied, as lO any finding or other matter in this report, or aJ to any pradm:l covered by the repon. Copyright© 2020 ICC Ev aluation Service, LL C. All rights reserved. Page 30 of 31 ESR-2290 I Most Widely Accepted and Trusted Page 31 of 31 evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2018 International Residential Code® (IRC) provisions noted in the evaluation report. The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Area requires installation in accordance with the 2018 International Residential Code® (IRC) provisions of the evaluation report and the additional requirements of CRC Sections R337 .1.3.1 and R337. 7, as applicable. The products recognized in this supplement have not been evaluated for compliance with the International Wild/and-Urban Interface Code®. This supplement expires concurrently with the evaluation report, reissued March 2020 and revised June 2020. HardiePlank• Lap Siding EFFECTIVE DECEMBER 2019 IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTAUATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZON E"' PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) & CUTTING INSTRUCTIONS STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Insta lling siding we! or saturated may result in shrinkage at butt joints. Garry planks on edg e. Protect edges and corners from breakage. James Hardie is not responsible tor damage caused by improper storage and handling of the product. OUTDOORS 1. Position culling station so that airflow blows dust away lrom the user and others near the culling areo. 2. Ctn using one of the following methods: a. Best: Circular saw equipped with a HardleBlade" saw blada and attacnad vacuum dust collact,on system. Shears (manual, pneumatic or electric) may also he used, not recommended tor products tl1icker than 7/16 in. b. Belier: Circular saw equipped witlr a dust coUection feature (e.g. Roan• saw) and a HardieBlade saw blade. c. Good: Circular saw equipped willl a Hard,eBlade saw blade. INDOORS DO NOT grind or cut with a power saw irxloors. Cut using shea1s (manual, pneumatic or electrlc) or Ille score and snap merhod, not recommended for prooucts lhlCker than 7 n6 In. DO NOT dry sweep dust; use wet dust suwessi-On or vacuum to collect dust. For maximum dUSt reduction, James Ha rdie recommends using the "Best" cutt,no practices. Nways follow the equipment manufacturer's instructions for proper operation, For best pertormance \\hen cutting witt1 a circula r saw, James Hardie recommends using HardieBlade" S/1H blades. Go to jamesllard lepros.com for additional cutting and dust control recommendations. IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates W0111place exposure to siica dust. For conslruetion sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less lhan 8 inches and connected to a comm ercially ava ilable dust coll ection system per manufacturer's inslruclions results in exposures below the OSHA Permissible Exposure Limit (PEL) frY respirable Cf)lstalline sil:ca, witl1out lhe need for additional respira tory proteclion. II yw are unsl.l'e abOut how lo comply wilh OSH/1 s1ica dusl regulalions, consult a qualified iodustrial hygienist 01 safety professional, or contact your James Hardie technical sales rcprescntali\e for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compl .ance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: • HardieP lank'" lap siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum. spaced a maximum of 24 in o.c. or directly to minimum 7 /16 in thick OSB sheathing . See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularit ies before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jamehard ie.com • A water-resistive barrier is required In accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with loeal building code requirements. James Hardie will assume no resl)Onsibilily for water infi ltration. James Hardie does manufac ture HardieWrap"' Weather Barrier, a non-woven non-perforated housewrap', which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. Double Wall Figure 1 Single wan • Adjacent finished grade must slope away from the building In accordance with local building codes -typically a minimum Construction Construction of 6 in. in the first 1 O ft.. let-In bracing • Do not use HardiePlank lap siding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePlank lap siding may be installed on flat vertical wall applications only. • For larger projects, includin g commercial and multi-family projects, where the span of the wall is significant in length, t he designer and/or architect should take into consideration the coefficient of thennal expansion and moisture movement of the product in their design. These values can be found in the Technical Bullefin "Expansion Characteristics of James Hardie"' Siding Products " at \WIW.jam eshardie.com. • James Hardie Building Products provides installation/wind load information for build ings with a maximum mean roof height of 85 feet. For information on install ations above 60 feet, please contact JH technical support. INSTALLATION: JOINT TREATMENT One or more of the following Joint treatment options are required by code (as re feren ced 2009 IRC R703.10.2) A. Joint Aashing (James Hardie recommended) B. Caulking* (Caulking Is not recommended for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather differently. For the same reason, do not caulk nail heads on ColorPlus products.) C. "H" Jointer cover Figure 2 Nail line (It nail line is not present. place fastener between 3/4 ,n. & 1 in. from top of plank) Nai 3/8 ,n. from edgeol plank Install planks in moderate contact at bu'.t Joints Leave appropriate gap between planks and trim. then cauk. · Nole: field pointing ovor c:iulking m:i.y produc~ :a ,;he(l:n difference when compared lo the fi eld painted PrimcPlus. •·Refer to Caulking section in ltlesc instructions. 'For additional information on HardieWrap<!l> Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com fastener b1stall a 1 1/4 In. starter strip to ensure a consistent plank angle (!iJJ JamesHardie· SB..ECT CBlARMLl O I SMOOnt I BEADED CEDARMILL O I BEADBl SMOOTH I CUSTOM COLONIAL SMOOTH • I CUSTOM COLONAL-ROUGHSAWN ~ Visit jameshardiepros.com for the most recent version. HSll 119 Pt/4 12/19 HardiePlanke Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding P:11'-~r-, Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Mortar/Masonry Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas ____ .,.... ___ ..,.._ Figure 13 Figure 14 Fi gure 12 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS* Refer to the applicable ESR report online to detennine which fastener meets your wind load design criteria. Blind Nailing is the preferred method of installation for HardiePlanJ<e lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repai~. BLIND NAILING Nails -Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws -Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1 /4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails -Steel Framing • ET & F Panelfast9 nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1 /2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in . • Siding nail (0.09 in. shank x 0.215 in. HD x 1-1 /2 in. long • Ribbed Wafer-head or equiv,;ilent (No. 8 x 1 5/8 in. lono x 0 .375 in. HDl. FACE NAILING Nails -Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nail (0.09" shank x 0.221" HD x 2· long) Screws -Steel Framin g • Ribbed Bugle-head or eq uivalent (No. 8-18 x 1-5/8 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails -Steel Framing • ET & F pin or equivalent (0.1 O in. shank x 0.25 in. HD x 1-1 /2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2 in. long) 'Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 5 -Fastening Tips for HardiePlank Lap Siding. HS11119 P2/4 12/19 HardiePlank" Lap Siding FASTENER REQUIREMENTS continued Figure 15 Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 1/4 in. overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus .. products. Pin-backed corners may be done for aesthetic purposes only. Finish nails are recommended for pin-backs. Headed siding nails are allowed. Place pin-backs no closer than 1 in. from plank ends and 3/4 in. from plank edge into min. 3/8 in. wood structural panel. Pin-backs are not a substitute for blind or face nailing. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie~ products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach Hardie Trim Tabs to preserva - tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 lRC R317.3 or 2009 IBC 2304.9.5 • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads . • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch -up kits are required to touch -up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a latex Join t Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulk ing/sealant manufacturer's written instructions. Note: some caulking manufacturers do not allow "tooling". PAINTING PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened wilh a pneumatic to ol. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended . This will help control the depth the nail is driven. If setting the nail depth ® ~ proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer -Does not apply for SNUG FLUSH installation to steel framing). DO NOT DO NOT 00 NOT USE @ @@ ® UNDER OVER SLANT ALUMINUM DRIVE DRIVE FASTENERS IF, THEN IF, THEN ADDITIONAL NAIL @ WOOD STEEL FACE CLIPPED FRAME FRAME NAIL HEAD NAILS Effi ~ ® COUNTERSINK HAMMER &All STAPLES FLUSH REMOVE& REPLACE DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie<& Products. Factory-primed James Hard ie products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is spraye d. HS1111 9 P3/4 12/19 HardiePlanl<11 Lap Siding COLORPLUS~ TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cu tting James Hardie• ColorPlus~ products. During installation use a wet soft cloth or soft brush to gen tly wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Techno logy touch -up ap plicator. Tou ch-up should be used sparingly . If large areas require touch -up, replace the damaged area with new HardiePlank® lap siding with ColorPlus• Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, an d caulk. Color matched caulks are available from your ColorPlu s® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your Co lorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Probl ems with appearance or perfonmance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hard ie ColorPlus Li mited Finish Warranty. PAINTING JAMES HARDIE ® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repa inting Colo rPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface Is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 1 00% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus produc ts, refer to the ColorP lus touch-up section COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS C\f(f:NINGS 51/4 61fRDIEf!JJJ ~ LJ'f,r1DIN~ WIDTH 8114 91/4 91/2 12 (1 SQ = 100 sq.ft.) (exposu re) 4 5 6 61/4 63/4 7 8 81/4 103/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 1n 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject lo variables such as bui lding design. James Hardie does not assume responsibility for over or under ordering of product. HS11119 P4/4 12/19 DANGER: May cause cancer d oust from product Is inllaled. Causes damage to kll19S and respiratory system 1hrough prolonged 0/ repeatoo lnhalabon of dust from product Refer to the current prowct Safety Data Sheet before use. The hazard associated ,·nth fiber cement arises from c,yslaltine sBica present in the rust aeoerated by activities such as cutting, machinilg, dsilling. routing, sawin!I, crushmg, or ollierwise abrading fiber cement and when clean,nu up, disposing of or moving the dust When doing any of these acbv!ties In a manner !hat gern1rates du:,1 YOII must (1) comply with the OSHA slllnd"dll1 for si~c-. dust and/or other iJllllHcable law, 12) fullO-N James Hardie cutting instructions lo reduce or limit lhe release of dus~ (3) warn others in the area to avoid breathing the dust; (4) l\llen using mecllan1cal saw or lltgh speed cutting tools, wo/1< outdoors and use dust coUection equipmen~ anlf (SJ If no other dust conlTols are available, wear a dust mask or respJralor that meets lllOSH reQUlrements 1e.g. ll-95 dust mask). DUiing clean-up, use a well maintained vacuum and filter app,oprial9 for C31)tming fine {respirable) dust or use wet dean-up metllocls • never cty sweep. A WARNING: This product can expose you to chemicals including respirable crystaJ!ine slica, which is known to the State of California to cause cancer. For more information go tD P6Swamjngs,ca.gov RECOGNITION: I tn acr.Mlance wllll ICC-ES Evaluation Reoort ESR-2290. Hard1eP1ank® lap siding 1s reCIJ'1liZed as a su~able alternate to U\al specified in the 2006, 2009, 2012 & 2015 lnlernatiorlal Residential COOe for One and Two-Family Dweffings, and Ille 2006, 2009, 2012 & 2015 lntemabonal ~uuaing cooe. Hill0te11an1< r.µs,u111y IS dJ>11 1ecogmzeo"" Q/IJ/01.GUUU ..... ""'""'""l Olry ofL-1\nogo ... ,.. __ """"~ ~o •• .,, •• <:ioto of<lond• Pn><tuM Aoonw,1 A~111Q2 M1am~Oade Cllunty Aflfida NOAM. 17-0406.06, U.S. Dept. ol HUD Ma!P.lials Relea-re 12631, Texas Oepartmoot or Insurance Product Evaluatmo EC-23. Qty of New York MEA 223-93-M and Cabforma OSA PA--019. These docllments shoukl also be consiited for additional lnfounaUon concerning Ille suitabihty of this product for speci!ic applications. 0 2018 James Hardk, 8uiiding ProdUC1S, Inc. All rights reserved TM. SM and® deno1e tra demar'<S or rl!Qistcrad trademarks of James Hardie Technology Umite<l. Product warranties, salety information and additional installation information aro available at jameshartliepros.com {?a) JamesHardie· o , b ) } . H £ / 4 y ~ . . . , . . . . _ , , . . . . . , . . . , _ _ - - - : - : - _ . , . . _ _ _ _ _ _ _ _ _ _ _ . . . . . . , , . . , _ , . . . . , ~ ~ · ~ - , L 0 5 / 2 1 / 2 0 0 5 1 5 : 4 6 F A X 9 0 4 2 4 1 1 1 9 9 e s 1 2 1 1 2 e e s 1 & : 3 e B 8 5 9 8 8 e F I R S T C O A S T T I T L E B E A C H P E R R E T A S S O C M A P S H O W I N G B O U N D A R Y S U R V E Y O F i i 0 0 2 / 0 0 2 P A G E 8 2 L O T " 2 . \ i Z ' J B L O C K ~ A . S S H O W N O N M A P O F F . / 1 . f U n - t 1 9 . 1 : S U i M > ' " ' ~ • m . . , , , . A . ~ w - n c . 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