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1484 Laurel Way RES19-0266 Replace Siding RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0266 ISSUED: 9/17/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233MUST EXPIRES: 3/15/2020 CALL INSPECTION ■ • • 1 + 247-5814 BY 4 PM FOR + INSPECTION. ALL • 'K MUST CONFORM TO THE CURRENT 6TH EDITION1 OF • ' D' BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ALTERATION 1484 LAUREL WAY RESIDENTIAL replace Hardie lap siding $550.00 TYPE OF ZONING: :D • CONSTRUCTION-:--- GROUP: 170704 0050 HIDDEN PARADISE COMPANY: ADDRESS: • ADDRESS: BITTNER SHEENA 1484 LAUREL WAY ATLANTIC BEACH FL 32233 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. —� DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $55.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $27.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 4SS-0000-208-0600 0 $2.00 TOTAL: $136.50 Issued Date: 9/17/2019 1 of 2 s RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0266 �r ~ 800 SEMINOLE ROAD ISSUED: 9/17/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 3/15/2020 Issued Date:9/17/2019 2 of 2 rf�:Ly � City of Atlantic Beach APPLICATION NUMBER i1 Building Department (To be assigned by the Building Department.) s 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 O E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 19 0"l L d-LA ( f-L w(,-k De artment review required Yes No Applicant: *C) 3 Planning &Zoning f '( n Tree Administrator Project: l �a L� 0004 L `�i.� SL�t Public Works Public Utilities Public Safety Fire Services Review fee $ _ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �3 Updated l0/9/18 Building Permit Application City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ,.os; IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: t LA g LA �a V rp l WL&q N6 C)A Permit Number: Legal Description RE# Valuation of Work(Replacement Cost)$__ :.JIJ Heated/Cooled SF Non-Heated/Cooled —� • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pindow/Door • Use of existing/proposed structure(s): ❑Commercial Residential f 6 • If an existing structure,is a fire sprinkler system installed?: ❑Yes f�No ;) `i: AUG • Will trees be removed in association with proposed ro'ect? ❑Yes must submit separate Tree Removal Permit o Describe in detail the type of work to be performed: a� e, a�1k, 5', re Florida Product Approval# �L (,3 �42, —*j!5 for multiple products use product approval form Property Owner Information NamecS�1�Gr1 1 l'Z�X� Address 1q LA LckloAA Wuol City State FL Zip S1'L,S3 Phone 4oq- 4- Uala� E-Mail 1 AYY1d96X. Cr)IM Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt❑ Expiration 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 construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y OTICE OF COMMENCEMENT. ignature of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this 51 day of Signed and sworn to(or affirmed)before me this day of by 15 Q f�G1 s6t I MD n by r _-'�°" VnVT;W§'(A 84 (Signature of Notary) +_ EXPIRE0 wMersBonded Th. ( ]Personally Known OR [ ]Personally Known OR [\/roduced Identification _ [ ]Produced Identification Type of Identification: F is d &(.JQ/`,S t 0-AUR- Type of Identification: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/9/2019 Permit#: RES19-0266 Site Address: 1484 LAUREL WAY Review Status: Denied REM 170704 0050 Applicant: Property Owner: BITTNER SHEENA Email: Email: sheena.salmsa@gmail.com Phone: Phone: 9042944061 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. A second coy of the Florida Product Approval Worksheet is needed. 2 are required. 2. Submit 2 copies of the Evaluation Report for the James Hardie Building Products product approval number that was submitted for the siding material. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us C rna' to RrtA e v y-q t9 m2� Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left %T 11 r n Revision Request/Correction to Comments "ALL INFORMATION � HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. f 800 Seminole Rd, Atlantic Beach, FL 32233 Q Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: OFFICE COPY a El Revision to Issued Permit OR XCorrections to Comments Date: I �l Project Address: Contractor/Contact Name:Sheu,�n. 5L-A)nD o Contact Phone: qcy-l" qAM'- 066 Email: c—'kL �7�4 �5'OL�o� Q�i�1(�t t • C� Wl Description of Proposed Revision/Corrections: �or`1�S1�ee�- 2. '.s��5 cg-- e`btI( mc�;vv► r+PDalr - 'Fac �q)rVtec 1 Gkce»a 5 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittR E C E IVE D Vo ❑ Yes (additional s.f. to be added: ) SEP 10 2019 • Wio proposed revision/corrections add additional increase in building value to original submittal? o []*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: Binding Department -L Y' (Office Use Only) LJ Approved ❑ Denied ❑ Not Applicable to Department Permit Feeue $ Revision/Plan Review Comments CDetment Review Required: nng&Zoning Reviewed By Tree Administrator Public Works p Public Utilities ! 1 9 Public Safety Date Fire Services Updated 10/17/18 z CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD � s) j ATLANTIC BEACH, FL 32233 (904) 247-5800 OFFICE COPY BUILDING REVIEW COMMENTS Date: 9/9/2019 Permit#: RES19-0266 Site Address: 1484 LAUREL WAY Review Status: Denied RE#: 170704 0050 Applicant: Property Owner: BITTNER SHEENA Email: Email: sheena.salmsa@gmail.com Phone: Phone: 9042944061 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. A second coy of the Florida Product Approval Worksheet is needed. 2 are required. 2. Submit 2 copies of the Evaluation Report for the James Hardie Building Products product approval number that was submitted for the siding material. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Owner Builder Affidavit **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R!�.S/f�U2G6 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 REQUIRED 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. . III. 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 IS A 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. Job Address: �� — 1t /W` ay�1 t�)AdtA45, - A Owner Name: %20,414k sgmuin (�AAne C) Phone Number: 10q' 4q4 't(�( Mailing Address: N94 la_xek WQci City: N-�\O.Ai;C. aeln&State: VL Zip: 3VUS3 Notarized Signature of Owner The foregoing instrument was acknowledged before me this day of_ATGu.%�-, 20-1 in the State of Florida, County of Signature of Notary Public JENNIFER JOHNSTON [ ] Personally Known OR [ roduced Identification *; ►: MY COMMISSION.#GG 042984 EXPIRES:October 27,2020 Bonded Thru Notary Public Underwiters Type of Identification: C�014 Updated 10124118 7 v. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 1gl 6 Lk1q VfQ,� W0��1 �(��(��, ,� 1 C �QQ��I eL' Permit#: _ QSsl-! — 02 g,�- *Owner/Project Name: As required by Florida Statute 553.842 and Florida Administrative Code Rule 96-72, 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 should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2.Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Sidingte_ 3 q 2 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6.Wall louvers 7.Glass block 8. Membrane k 2 OT I la 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 tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Cat-gory/Subcategory Manufacturer Product Description Limitation of Use State# Local# F.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product 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 printed 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. *Contractor Name (Print Name): ee�0� 5O�1J n *Contractor Signature: *Company Name: &, *Mailing Address: Irl g (ev?�eL y,(�k Qa *City: 4- (AA � 1 C. c_ *State: � L *Zip Code: 3ZIZ—�� *Telephone Number: qJt( - C1 q L4" 4L *E-mail Address: 5kce4A 6L • _54INL3ot- A1 • CU w, J Cell Phone Number: Fax Number: r Page 4 of 4 Updated 10/17/18 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: ) 4 9 4 bepck1_ 1 Permit#: *Owner/Project Name: S�lSL1?iL' J�� C�4_;iAAiiecl As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, 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 should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2. Sliding 3.Sectional EV'IEWED FOR COD COMPLIANCE 4. Garage Roll-Up CITY OF ATLAN IC BEACH 5.Automatic SEE PERMITS FOR ADDITIONAL 6. Other B.WINDOWS REVIEWED BY: DATE:__. 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 'e ic�i �ic�`� VL. 2.Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane VocionA- v T'L % 7�a 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 tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12. Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product 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 printed 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. *Contractor Name (Print Name): e2.y'10. C_W�n *Contractor Signature: *Company Name:�fe *Mailing Address: I `'�� `� Lav (eA \'jo�y w„ , *City: L`��c� 1X �1�� *State: FL *Zip Code: �\ *Telephone Number: —l`N "��u �{C�� *E-mail Address: t14 sck ® � J�'1� CO►� Cell Phone Number: Fax Number: ' Page 4 of 4 Updated 10/17/18 Ronald O awa & 16835 Algonquin Street, #443, Huntington Beach, California 92649 gPhone: 714-292-2602 ' Email: ron@riogawa.com Associates, INC. - OFFICE COPY July 31, 2017 Pingsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products 10901 Elm Avenue Fontana, CA 92337 Re Quality Control Entity and Statement of Independence Dear Pingsheng: Ronald Ogawa, P.E. of RI Ogawa &Associates, Inc. is an IAS recognized quality control agency (AA705) and testing laboratory (TI-360) The statements also apply to all engineering reports generated by Ronald Ogawa, P.E. Statement of Independence 1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect. 3 Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being issued. 4 Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approval process of the product. Sincerely, %i`il'V GA.WA Ronald I. Ogavka cc File cc R\VP FSSIONA 0 MIAMI•DADE COUNTY CR �' //AL'S Fibgawa , , a ,.. M W ACCREDITED ACCREDITED &Associates,Inc LABORATORY August 7, 2017 OFFICE COPY Pingseng Zhu P.E. James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Re: Equivalency of ASTM C1186-07 and ASTM C1186-08(2012) Project RIO-2692B-17 Dear Mr. Zhu: I have reviewed both 2007 and 2008(2012) editions of ASTM C1186, Standard Specification for Flat Fiber-Cement Sheets. It is my opinion that the test procedure and criteria are equal, therefore ASTM C1186-07and ASTM C1186-08 (2012) are equivalent. Should you have any questions on any of the above, please contact me. lt'Q`v GA�wq Sincerely,,%% NS e" F OF 44,; .FSS10 N M_��"l 1 l f 7 Ronald I. Ogawa,��'�."'` RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 IAS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency (714) 292-2602 ron(cD_riogawa.com cc: Roger Ogawa — RI Ogawa & Associates, Inc. Karen Ogawa — RI Ogawa & Associates, Inc. Chad Diercks — James Hardie Building Product Benjamin Batres — James Hardie Building Products Lab Address: 1985 Sampson Avenue,Corona, CA 92879•Phone(714)321-4939•Fax(714)908-1815. E-mail rogera_riogawa.com Mailing Address 16835 Algonquin St.#443,Huntington Beach,CA 92649•Phone(702)491-3710•Fax(714)908-1815•E-mail:debbyCbriogawa.coin Engineering •Quality Control• Product Development• Inspections•Code Consulting• Expert Witness•Testing ONTYC00 04J MIMAM&DMADE CR Poqj%�a AccReolTto Ina LABORATORY ACCREDITED July 30, 2017 Pingsheng Zhu, P.E Product Compliance Engineer James Hardie Building Products 10901 Elm Ave Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC: 1. Woodi AWC NDS-2015&SDPWS-2015 2 Structural Loads ASCE/SEI-7-10 3 Concrete ACE-318-14 4 Masonry.TMS402-2016/AC1530-13/ASCE-5-13 5, Structural Steel:AISC 360-10(Including manual of steel construction 2010(10 edition)) 6. Cold-formed Steel AISI 100-12 7 Aluminum:ADM-1-2015 In addition, I am making the following Statement of Independence as requested 1 Ronald Ogawa does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued 2 Ronald Ogawa is not owned,operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3 Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being issued 4. Ronald Ogawa does not have. nor will it acquire a financial interest in any other entity involved in the approval process of the product Should you have any questions on anything, please contact me Sincerely, W41 �0///t////'W Ronald I. Ogawa, P.RI Ogawa & Associates, Inc IAS Laboratory Approval, TL 360 IAS Quality Control Agency. AA-705 -k CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity `• .p STAB OP State of Florida Approved Validator and Third Party Quality Control Agency '"�©�; ..FL0R\'O'. (714)292-2602 off " CC: f' ron riogawa com '-.,r`SSI O N N\-off ' CC: Roger Ogawa— RI Ogawa & Associates. Inc. Karen Ogawa — RI Ogawa & Associates, Inc. Lab Address 1985 Sampson Avenue, Corona,CA 92879•Phone(714)321-4939•Fax(714)908-1815•E-mail: roger nogawa.com Mailing Address 16835 Algonquin St #443,Huntington Beach,CA 92649•Phone(702)491-3710•Fax(714)908-1815•E-mail dpbL4 { riogawa com Engineering •Quality Control•Product Development 9 Inspections•Code Consulting•Expert Witness 9 Tasting M IAM I• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.PNL,PLK&SOFF,titled"HardiePanel,CemPanel,Prevail Panel; HardiePlank,CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel;Installation Details Wood/Metal Stud Construction",sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald 1. Ogawa,P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,Plant City,Florida,and the following statements: "ASTM C 1186 Type A compliant"and"Miami-Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 15-0122.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 17-0406.06 M27-DE COUNTY Expiration Date: May 1,2022 Approval Date: May 4,2017 /2-7/2017 Page 1 James Hardie Building Products,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0311.07" 1. Drawing No. PNL,PLK& SOFF,titled"HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361COQ-004, dated 08/24/2012, with revision I dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NDA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202&203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202 &203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A.N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #I5-0122.04" 1. Statement letter of code conformance to the 5t'edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. ov, Z?l701'7 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1,2022 Approval Date: May 4,2017 E-1 WALL LENGTH SEE PRODUCE p�,SCRtpT1013 HardiePanet0,Cempanel®,& Stud Spacing at 16"O.C. DETAIL A prevail®Panel Siding materials are B 4-`- nonasbestos fiber-cement products _ ted --_-�- _m--_--�-- Tri ,, � �• 518"ifilck!5 ply APA rated in accordance v+r+tlt ASTM •i... : :; i ..�._..,- � tested ply—od sheadt ng in C1186 Grade 11,Type A and meeting ."i•• amodence with Florida the requirements ofthe Florida Building Code Section Building Code. 23223 i M wSd►�'b Eorsdle ��' jk $� PANEL Dk9EK_SJQNS Water-resistive Width Length Thickness WALLAmcpli6w Not barrier per Florida 4 g g,10' 5/16" HEIGHT ! E>Vindaxn '!7 Ai �� Building Code gy • ' �� `��,'�� Section 1404.2 DESIGN PROrSSt1RE RATING Miami o o! Iii C� ''�� Installation Design Pressure 27 X 4"S-P-F Wood Studs -76 psf Wood Studs 11 1 .I PRODUCT RENEWED I HardiePanel, Impact Resistant- as complying with the Florida B SECTION 13_$ Cempanel, Planks installed over sheath n'ck!5 ply Building Code Nails at 16' Q.C. (typ.) Prevail Panel APA rated plywoodg NOA-No. 17-0406.06 318"Minimum Edge Distance Siding Expiration te05101/2022 HILAHA113JD ?AM1fE4}C>wMPATl 1L,_PR�1/A1LPAMEL S�D1t�1G1NSTAL4AFIOFIDETg1L5 By _ Sheathing fastener,as described in " All installation shall be done in conformance with this Notice of Acceptance,the manufacturer s Miami-Da a Product Control _ ''� Note 1 installation recommendations,and the applicable sections of the Florida Building Code. " Wood studs where HardiePanel, Cempanel,Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of t Panel fastener,as described in his Note 2 N.OA tl> 14� \ LWote 1]518"thick 15 ply APA rated plywood sheathing shalt be attached to the studs in accordance*nth Florida Building Code Section 2322.3. ■ The siding panels shall be installed over 518"thick!5 ply APA rated plywood sheathing supported HardiePanel,Cempanel, by a minimum of 2"X4"S-P-F wood studs spaced a maximum of 16"O.C. r 7 Prevail Pane(Siding " [Note 21 The siding panel fastener shall be a 2"long,0.223"head diameter,0.092"shank i I diameter,Corrosion resistant siding nail;the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the fasteners shall be driven through the 5/8"thick 15 ply APA rated plywood sheathing into wood studs located at 16"O.C. `\ Water-resistive barrier per " Fasteners shall have a minimum edge distance of 318"and a minimum clearance of 2"from Florida Building Code Section comers. 1404,2 HARDIEPANEL,CEMPANEI„PREVAIL PANEL --- INSTALLATION DETA[L5 WOOD STUD CONSTRUCTION 518"thick/5 ply APA rated plywood sheathing fastened in James Hardie Building Products,Inc. accordance with Florida Building 10901 Elm Avenue Code Section 2322.3 Fontana, CA 92337 Z"X 4"S-P-F Wood Studs SIZE F_m NO DV4 NO R� The wall and soffit frames are to be designed Phone:909-356-8300 by the Architect or Engineer of Record in Fax 909-427-0634 A PNLrPLK-SOFF 1 compliance with the Florida Building Code. Creator:E.Gonzales SCALE 112"=V-0' Date:412412013 SHEET 1 OF 12 �Fastener Spacing per Florida ��- T Cladd(ng'� Building Code.Section 2322.3 16.00tn. • `� -' j•i Framing rPcttaDOCi REv1WD Fastener Spacing per Florida I.! Sheathing esuggio*witliftflwilU Building Code Section 2322.3 BeWdiaa Cone I. 'Aca+pMW No 6-01 2 . Dere ' i'toduc�CuaMrol ��/✓ i, I•! i i oil G }fit PRODUCT REVISM PRODUCT RENEWED as complying with the Florida Bqodirf Code , ��f/ 4f� Building Code I N _ �7 F � NOA-No. 17-0406.06 Expiration Ex e05/01/2022 ~ � p� I � -a•` STA 0 � .r Myrxni Product Crtrh o3 By -I '.�� F4 / a Miami- a duct Control •I /' •\ i 1` ONAL FRAMING ■ NOMINAL 2"X 4"CONN COMMON CONNECTION)MON NAILS(2 PER TOP AND WOOD STUDS O.C.FASTENED FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM C WITH 3-' NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILD[NG CODE SHEATKNG NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPANEL,CEMPANEL,PREVAIL PANEL SHEATHIUILDNG CODA=SECTION ACC (& INSTALLATION DETAILS WOOD STUD CONSTRUCTION C1,ApDM James Hardie Building Products,Inc, ■ THE PANEL IS FASTENED WITH 2"LONG,0.223 HEAD 10901 Elm Avenue DIAMETER,0.092 SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6'O.C.AT ® Fontana,CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-6300 size KseµNo DwaNO Rev Fax 909-4270634 A PNL-PLK-SOFF 1 I Creator: E.Gonzales scALe 1"=1'.0" Date:4/24/2013 sriEi r 2 OF 12 1 WALL LENGTHSEE PRODUCT DESC�2E�TEi}N Stud Spacing at 16'0.G. DETAIL HardlePanelO, CempanelO,&PI'evail(S Panel Siding materials are nonesbestos � —518"thick/5 ply APA rated fiber-cement products tested in i .__..__.- -_ -}--; -__-- ---__-•-. ------.__..,,---_:__...:._. �� ` accordance with ASTM C1186 Grade 11, i r N�iiir� { plywood sheathing fastened Type A and meeting the requirements of +Irk, GA' to metal studs as described ti Lj .• in]dote 1 PI.tQ!>�,tG REVL4�I� the Florida Building Code. I wry tt turidti I! �� ! � 44L NSIONS i fI''�Il, 7 i ` , I' Water-resistive Width Length Thickness WALL i; �� I ` N0, barrier per Florida W8,9,10' 5/16" HEIGHT i = i ` ! i 'i� Building Code STATE ' Section 14042 J:) 12AT�NG prod'o""o°D ", �.'. wY` Installation Design Pressure 20ga.3.518"X 1-5/811 Metal Studs -104 psf Metal Cstw HardlePanel, Impact Resistant- --------------L----- Panel installed over 5/8"thick 15 ply B 4-- ! f -►i r4-- S0CT1p1 Cempanel, APA rated plywood sheathing I Nails at 6"O.C,(typ.) Prevail Panel 3/8"Minimum Edge uistance Siding jiA.iDII?ANELyCEMPAIJL�Pi3EVAIL PANELLSIDING tNSTgLL�A�asl DETAILS ■ All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's f DETAtL f1 installation recommendations,and the applicable sections of the Florida Building Code. ,��--- -�, ■ Metal studs where HardiePanel,Cempanel, Prevail Panel Siding will be installed shall be Sheathing fastener,as designed by an Engineer or Architect per the Florida Building Code and the requirements of this _,�,�RE ® \ described in Note 1. N.O.A a�'of 1 [Note 115/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at 6 oc � lb`f ' \ at panel edges and all Intermediate supports using a No.8-18,0.315"head diameter x 1-114`long �s No Panel fastener,as described 1n bugle head screw o ` Note 2 ■ The siding panels shall be installed over 518"thick 15 ply APA rated plywood sheathing supported by a minimum 20ga,Nominal 3-5/8"X 1-50'Metal C-studs spaced a maximum of 16" ' O.C. HardiePane]G)Siding [Note 2]The siding panel fastener shall be a minimum No.8-18,0.315"head diameter X 1-518' fo long*ribbed bugle head screw(*or screw shall have at least 3 full threads penetrating.metal framing);the fasteners shall be spaced at 6"O-C.at panel edges and intermediate studs;the / fasteners shall be driven through the 5/8"thick/5 ply APA rated plywood sheathing into metal Water-resistive barrier per studs located at 16'0,C. Florida Building Code Section Fasteners shall have a minimum edge distance of 318"and a minimum clearance of 2"from 1404.2 comers. HARDIEPANEL,CEMPANEL,PREVAIL PANEL 518"thick!5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened as complying with the Florida .lames Hardie Building Products, Inc. BuildingCode to meta)Studs 25 d@SCCtbed 10901 Elm Avenue NOA-No. 17-0406.06 in Note 1. !t Fontana,CA 92337 Expiration D e05/01/2022 20ga,3-5/8"X 1-5/8"Metal C-stud The waif and soffit frames are to be designed P hone:90956-6300 sum �sc�wo MNG No REV By— by the Architect or Engineer of Record in Fax 909-427-D634 A PNL-PLK-SOFF 1 Mlarn6flade Product Control compliance with the Florida Building Code. Creator•. E.Gonzales SCALE 12"=1'�0" Date:4/24/2013 sH s 3 OF 12 Cladding -►� 6.00in. 16.001n.---� I 6.001n. j I I Framing � •i i�l i*► I•I I I•I T i'i I'I Sheathing PRODUCT RENEWED i t 6.001n. I I as complying with the Florida Building Code I I NOA-No. 17--0406.06 Ex iration te05/01/2022 P By J I I•I I.I Miami a Product Control PR0Di1CTRxV SM PRDDI�yi with die Fluriis ,.I I•I �� • aat aomoybv with tde Fucidn ith Cade I �No Q J91 .'O r>b r5 d22 i I •I NOCC 121 • �� , � Ue� syr I a ' - •o : STATE OF R,4 MIt�IG NOMINAL 20 GAUGE 3-516'X 1-5/8"STEEL STUDS 16"O.C. FASTENED WITH 518"WAFER HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SFIFAL NG ■ NOMINAL 518 THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT PANEL FIARDIEPANEL,CEMPAN£L,PREVAIL PAPNELEDGES AND ALL INTERMEDIATE SUPPORTS USING ANO.8-18, 0.315^HEAD DIAMETER X 1-1W LONG BUGLE INSTALLATION DETAILS METAL STUD CONUCTION HEAD SCREW CLADDING James Hardie Building Products,trio. THE PANEL IS FASTENED WITH NO.8-18,0.315"HEAD 10901 Elm Avenue DIAMETER 1-518" LONG CORROSION RESISTANT - e - Fontana,CA 92337 RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT ov,NO REV LEAST 3 FULL THREADS PENETRATING THE METAL phone:909-356-6300 see FSCM N4 FRAMING), PLACE SCREWS 6"O.C.AT PANEL EDGES Fax 909-427-0634 A PNL-PLK-SOFF AND INTERMEDIATE STUDS Creator: E.Gonzales SCALE 1"a T-0 Date:4124/2013 SHEf7 4 OF 12 I WALL LENGTH SCE -- PRO-U91Des-1cal YT_LO3 Stud Spacing at 16O.C. DPTA LA HardlePlankO,Cemplank®,& 6 -I Prevail®Plank Lap Siding materials -- ` A ,� 518"thick!5 ply AP are nonasbestos fiber-cameo j products tested to accordance with ;- l l Y }rated plywood ! �� 1., �• , ASTM C1186 Grade It,Type A and sheathing in meeting the requirements of the ` I 1 accordance with Florida Building Code. Florida Building Code E !! I B ! Ill Q` Section 2322.3 1 , =i• PANEL DJIA NSIONS WALL ' Water-resistive Width Length Thickness HEIGHT ! i! ! ! F.xpir is rt �� '`7! '� barrier per Morida s9-1/2" 12' 5116" i ! Building Code Section 1404- DESiG±t�ESSURI RA tNC Design Press ure2X 4 S-P- a �II: !: i i i �}. i Wood Studs Woad Studs -92 psf � - . laJ i / p Siding Impact Resistant— S Q Planks installed over 5/8"thick!5 ply il as at 16"Ot .C.(yp.) ''��i,,,,N��r SECT10 . 3!4' Minimum Edge Distance Ng_g 1-114"fait X 5/16 APA rated plywood sheathing thick starter strip DE��&L A Sheathing fastener,as HARDIEPLA1�tK�CE_IVIFLQh(�t,�PRI_1J1�11 LA�S�[7lNGJ1tiiSTAI-I ATIO_[�LD�IAIJS described in Note 1 ■ All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's Installation recommendations,and the applicable sections of the Florida Building Code- �� Wood studs where HardiePlank, Cemplank,Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N,O,A. [Note 1]518 thick!5 ply APA rated plywood sheathing shall be attached to the studs in accordance \ Siding fastener,as with Florida Building Code Se ion 2322.3. described in Note 2 r Planks shalt be applied horizontally commencing from the bottomPMR course of the well with 11/4"wide F-VLV ZD fllorids laps at the top of the plank such that the exposure area of each plank is 5 8-114"vertically. as yi wi* HardiePlank, ■ [Note 21 The siding fastener shall be a 2-1/2"long,0.223"head diameter,0.092"shank diameter, S Cemplank, Prevail corroslon-resistant siding nail;The siding is fastened:5 8-1/4"O.C.vertically and 16"O.C.horizontally; fasteners are driven into wood studs through 5/8"thick/5 ply APA rated plywood sheathing,fasteners Lap Siding aree placed in the overlapping area approximately 314"from the bottom edge of the overlapping plank. BY r� = Vertical joints shall be placed over studs. / Water-resistive barrier ■ The planks shall be installed over 518"thick/5 ply APA rated plywood sheathing supported by a per Florida Building minimum of 2"X4"S-P-F wood studs spaced a maximum of 16"O.C_ ' Code Section 1404.2 ■ Fasteners shall have a minimum edge distance of 3/6'. HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING 618"thick/5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTftUCTiQN -- plywood sheathing fastened PRODUCT RENEWED .in accordance with Florida James Hardie Building Products, Inc_ as complying with the Florida Building Code Section 10901 Elm Avenue Building Code 2322.3 NOA-No. 17-0406.06 Fontana,CA 92337 Expiration to 05/01/2022 2"X 4"S-P-F Wood Studs Phone:909.356-6300 size FSGM No m REV The wall and soffit frames are to be designed Fax 909-4.2.7-0634 A PT�IL-PLI<-SQFF 1 By by the Architect or Engineer of Record in Miami Iia Product Control compliance with the Florida Building Code. Creator: E. Gonzales SCALE 112"= 1'-0" Date:4124/2013 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 1S in.OC Cladding ` Framing ---------------- - ---- Fastener Spacing per Florida Sheathing PRODUCT RENEWED Building Code Section 2322.3 .� as complying with the Florida •i Building Code NOA-No. 17-0406.06 0-75in - - ^Expiration D eOS/01/202' I BY— Miami-Vadfi Product Control ---------------------------- ^---- PROWCi'REY;SM 1 as B WM0yi1*tWft the nmil* Acrzpte�ie 7Va I -�' I �}/ i r moi. A BY PRp ucr REW{SED . ��,1,i •,/ vC s8,25TH. VSimw ade Product cbrrt aa�(yittg wM i%e F3orkie j• `�� , w.e>�IS-OrZ I a No. , 121 BY '` STATE OF ;= � � we I�adry cs` —dc� FC 0 R IDP• �t' ■ NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C. FASTENED F� ''••••••''•• WITH 3-1/2"16d COMMON NAILS(2 PER TOP AND ':. DII(AL Elo�+ BOTTOM CONNECTION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION IN LOAD ARE ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATEitNC ■ NOMINAL 516"THICK/5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK,CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLAQQ ■ PLANKS.OVERLAP 1-1/4" James Hardie Building Products, Inc. ■ THE EXPOSURE IS s&1/4" ■ THE PLANKS ARE FACE NAILED WITH 2-1/2"LONG,0.223" - p .. 10901 Elm Avenue HEAD DIAMETER,0.092"SHANK DIAMETER,CORROSION- � Fontana,CA 92337 RESISTANT SIDING NAILS,-PLACED 3/4"UP FROM THE Phone:909-356-6300 SME VscMNO DVG NO RSV BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax g09-427-0634 A PNL-PLK-50FF 1 iCreator:E.Gonzales SCALE 1"=V-0" Date:4/24/2013 SHEET 6 OF 12 W -7� At I LENGTH SEE Stud Spacing at 1S"O.C. DETAIL A HardiePlank®,Cemplankg,and 518"thick/5plyAPA Prevail®Plank Lap Siding materials ----------- ;.-----i ------r-------------- .........------------- ------------------------- .-.-.--r I rated plywood are nonasbestos fiber-cement d sheathing fastened products tested In accordance with 1 1 i i ito metal studs as ASTM C1186 Grade 11,Type A and meeting the requirements of the PROW RE214ISM described in Note 1 Florida Building Code. Water-resistive �iw WALL barrier per Florida ELi 141RINN -AKK QL a(Q HEIGHT _N�� Building Code Width Length Thickness KI- h Section 1404.2 :�9-1121 1Z 113Y 20ga,3.5/8-'X 1518" RESIGN PRESSU NG %6 metal C-Stud JIKE-RAT-t F Installation Design Pressure -------- --------------- HardiePlank, Metal Studs -92 psf - ---------- Cemplank,Prevail B +SEC CEO Lap SldJng Impact Resistant- 3/4"Minimum Edge,Distance Nalis at 16"O.C.(tm) B_B1_11,V tall X 5/16,, Planks installed over 518"thick 15 ply thick starter Strip APA rated plywooa sheathing DETAIL A HARDIEPLANK CEMPLANK—PREVAIL LAP SlQa� Q IWtA ___LLATION-DETAILS Sheathing fastener,as= All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. PRobucr yiisED described in Note 1 - Metal studs where HardiePlank,Cemplank, Prevail Lap Siding will be installed shall be designed by an w7 Engineer or Architect per the Florida Building Code and the requirements of this N.OA m�owwlying with lk Fbridis [Note 115/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel fillililding CA)& edges and all intermediate supports using a No.8-18,0.316'head diameter x 1-1/4"Ion Siding fastener,as g bugle head screw described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1AX wide laps at the top of the plank such that the exposure area of each plank ls:r.8-114"vertically. ply . JNote 21 The siding fastener shall be a minimum No,8-18, 0,316"head diameter X 2-1W long*bugle head screw over metal studs (*or screw shall have at least 3 full threads penetrating metal framing);The siding is d HardiePlank, fastened---8-1/4"O.C.vertically and 16"O.C.horizontally;fasteners are driven into metal studs through 518" Gemplank, thick 15 ply APA rated plywood sheathing,fasteners are placed in the overlapping area approximately 314* Prevail Lap Siding from the bottom edge of the overlapping plank. . Vertical joints shall be placed over studs. ff The planks shall be installed over 5/8!'thick 15 ply APA rated plywood sheathing supported by a minimum Water-rasistive barrier 20ga,Nominal 3-5/8"X 1-5/8"Metal C-studs spaced a maximum of 16"O.C. arrier per Florida .Building Code Fasteners shall have a minimum edge distance of 3/8". Section 1404.2 HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING 518"thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED I plywood sheathing fastened to James Hardie Building Products,Inc, as complying with the Florida metal studs as described in Building Code Note 1 10901 Elm Avenue NOA-No. 17-0406.06 Fontana,CA 92337 Expiration 05/0112022 20ga,3-5/8"X 1-51T Metal C-stud Phone:909,3r6-6300 SIZE PSCM No . oWQ NO REV By The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLL-SOFF by the Architect or Engineer of Record in .. I Miamid Product Control compliance with the Florida Building Code. 'Creator E Gonzales SCALE 412412013 ISHEET 7 OF 12 8.00in. 16 in.OC Cladding 6,00in. •1 - - • Framing --------------------------:--------- I Ij 6.00in.00� I Sheathing PRODUCT RENEWED _ aS complying with the Florida Building Code f 0.75in NOA-No. 17-0406.06 ......__-_ �--' - • - -— Expiration D teO5/0112022 •{ B •I I /N//M�iii Miami- a 1Product Control t4tti�f OGAIq`_________------_____------- -------- _-...___-.. *a complyi with the Florian {awlplJ11n6 with Un ftaidr140 Sm-Sdrag C.ot1c 8�n6<..Wte �, •• o j a 121 —j I— Ely M ;z rr� ca r� v.�a��cro.roi •I w STATE OF IFRAMING ''"��ris// NOMINAL 20 GAUGE 3-5/8"X 1-5/8"STEEL STUDS 16" O.C. FASTENED WITH 518"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL.(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE S_HEATHf_NG ■ NOMINAL5/8"THICK!5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT W OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAD DIAMETER X 1-1/4"LONG BUGLE HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING HEAD SCREW CLAQ-Q-1 G INSTALLATION DETAILS METAL STUD CONSTRUCTION = PLANKS OVERLAP 1-114" ■ THE EXPOSURE ISS 8-114" James Hardie Building Products, Inc. = THE PLANKS ARE FASTENED WITH NO.6-18,0.315" 10901 Elm Avenue HEAD DIAMETER X 2-114" LONG CORROSION- Dill ® Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone:909-356-6300 SIZE FsCM Na Dw6 No REV PENETRATING THE METAL FRAMING), PLACED 3/4"UP Fax 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator: E.Gonzales stints i"=�'-0" STUD LOCATION Date:4124/2013 SHEET 8 OF 12 -WALL LENGTH SEE _aR071Ln !D�ZR11 Esv( PTION. Stud Spacing at 16"0_C_ DETAILA HardieSoffit(D&CemsoffitO materials are non2sbestos fiber-cement products tested in — _j I "_ /I accordance with ASTM C1 186 Grade 11,Type A - -1. - --4------------- --------- ----------- -----------1-1 and meeting the requirements of the Florida L Building Code. 2"X 4"S-P-F Width Length Thickness WALLi. i f, Wood Studs 4' a 14, HEIGHT'. M�L(ZNLR R_F_SjELUj&ELRkTj_b1A HardieSoffit Installation Design Pressure Wood Studs -70 psf 49 ki mails at 4"O.C. (tjp.)pR@DUCT REvLsED as tftVlyiug-ith a* 318"Minimum Edge Distance da cuqoyift wiih ibe RwIda Buflan cx,,& No. "T 21 code j Mo Y - 5qn' �Dvft STATE OF Y CIETWL�A P,.U,.t cam., wwdi IRV0 % ps&ft.%.*cawd ....... N M- HA R DI ES QY-F-LT_C EVSCtF1E1]1_M_WLINSTALLA19N_CIETAIL$ Soffit fastener,as Ail Installation shall be done in conformance with this Notice of Acceptance,the manufacturer's described in Note I installation recommendations,and the-applicable sections of the Florida Building Code. PRODUCT RENEWED Wood studs where HardieSoffit,Cemsoffit will be installed shall be designed by an Engineer or as complying with the Florida 1 Architect per the Florida Building Code and the requirements of this N.O.A. Building Code The soffit shall be installed over minimum 2"X4"S-P-F wood studs spaced a maximum of Is"O.C, NOA-No. 17-0406.06 HardleSoffit,Cemsoffit [Note 11 The soffit fastener shall be a 2"long,0.223"head diameter, 0.092"shank diameter, ExpirationYe05/01/2022 corrosion resistant siding nail;the fasteners shall be spaced at 4"O.C.at panel edges and I intermediate studs;the fasteners shall be driven into wood studs located at IS"O'C. By Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from comers. Miami-Vadb Product Control j \`� /' HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4"S-P-F Wood Studs James Hardie Building Products,Inc_ Thewall and soffit frames are to be 10901 Elm Avenue designed by the Architect or 111141 Fontana,CA 92337 Engineer of Record in compliance Phone:909-356-8300 SIZE FSCIVI No DM NO REV with the Florida Building Code, Fax 909-4270634 A I PNL-PLIC-SOFF Creator:E.Gonzales SCALE 1/2"=1'-0" Date:412412013 1 SHEET SOF 12 4.00in. 1H.b0in. Cladding Framing PRODUCT RENEWED as complying with the Florida , Building Code N OA-No. 17-0406.06 fExpiration Da 05/01/2022 By • 4.001n. Miami--Me# Product Control PRtlI7iJC�iiEVlSED PRCOUCTBEVLSM ��l l `INO. OGAW 0� C'0& she F1aeiQr as 00W0yuV wnh det F _ j 9uilding code E�fta-NW-0 . ^ No fla 11.97Q • Exp lam. , n��f7 21 ML rni P"A WO C MO[ MV�n U ac ProtivCt E'oetnoi STATE OF 21 FRAMING NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED WITH 3-112" 16d COMMON NAILS(2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CIrADD1NG THE SOFFIT IS FASTENED WITH 2"LONG,0.223"HEAD n HARDIESOFFIT,CEMSOFFIT PANEL DIAMETER,0.092"SHANK DIAMETER, CORROSION INSTALLATION!DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS,PLACE NAILS 4"O.C.AT PANEL (9 , EDGES AND INTERMEDIATE STUDS .lames Hardie Building Products,Inc. 10901 Elm Avenue Fontana,CA 92337 Phone: 909-366-6300 SIZE FSCMNO DWGt4o RF-v Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales SCALE 1"=V4, Date:4/24/2013 SHEET 100F.12 ^� WALL LENGTH SEE I f ODLJCT D>_SCRIA710 Stud Spacing at 16"O.C. HardieSoffi*&CemsoffltV materials D>`7A{LA are nonasbestos fiber-cement products tested In accordance with ASTM C1186 _----------* _ --}-- -+• -:---- ---T T_._------___-,- Grade ll,Type A and meeting th i 1 e requirements of the Florida Building j ,PRODUCT RENEWED Code. as complying with the Florida 20g-Building Code ! SOFF1TiJIMENSIONS •; a,3-x/8"X 1-5I8" i NOA-No. 17-0406.Q6 Width Length Thickness WALL i I i i Metal 0-stud HEIGHT j i 1 ! Expiration Da 05/0112022 i `{ HardieSoffit, BY e� GER1SOt DESIGN PFiESSUftE F2AT NG i Miami-D d roduct Control 1 Installation Design Pressure Metal Studs -55 f U la�o210L",;-- -- - -- ...� -- - - - - - - --- SECTION B� �,ttt �q PRODUCT REVISED Nails at 6"O.C.(typ.) I'a with REVISED F1orii Balm Cies Wim Wa Flar�da �, T� N � S�•.' 3/8"Minimum Edge Distance � � � � 0 1 s case AR=ptwmty No f 3 0 l L'7 ti Aa o�wNe Nod ; j2j W/7 ti i STA-'ly • x'r DETA?[�A if I �. pn►auc+raetrol � N l D �o /�� ` BAR.D_j>~SQFFIT,_CEMSOFFFTPANELINSTALJATIOI±�DETAII_S 01VAL 1�Nrl�itttt/` All installation shall be done in conformance with this Notice of Acceptan6�!tYCefi(�anufacturer's ` installation recommendations, and the applicable sections of the Florida Building Code. Soffit fastener,as 9 Metal studs where HardieSoffit, CemsofHt will be installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A: '1a The soffit shall be installed over minimum 20ga, Nominal 3-518"X 1-5/8"Metal C-studs spared HardieSofft, Cemsoffit a maximum of 16"O.C. ■ [Note 11 The soffit fastener shall be a minimum No.8-18, 0.315'head diameter X 1-914"long* ribbed bugle head screw("or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the ' fasteners shall be driven into metal studs located at 16"O.C. Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from j \ / corners. j HARDIESOFFIT, CEMSOFFIT PANEL \ / INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,Inc. 20ga,3-518" 1-518"Metal C-stud 10901 Elm Avenue j The wall and soffit frames are to be y ® Fontana, CA 92337 designed b the Architect or Engineer g y 5 Phone:909-356300 s1zE ><scM No 04uo NO Rev of Record in compliance with the Fax 909-427-0 6-34 A PNL-PLK-SOFF 1 Florida Building Code. i Creator, E. Gonzales SCALE 112"-1'-0" Date:.4124/2013SHEET 11 OF 12 6.00in. 16,001n. Cladding Framing t f 6.001n. PRODUCt REVISED PRODUCT RENEWED •waffpyinl;..iakme-Fait as complying with the Florida 94IbugCc& witb*9VIM& Building Code A No S 1 '�//I/A�J��/��y NOA-No. 17-0406.06 '°°Pio - �iiili A}/�f� Expiration 05/01/2022J�� i BY By i lyijIIati pra&ciComm, ` j Miami-D d Product Control 2� '• fiLQR ��• �� ■ NOMINAL 20 GAUGE 3-5/8"X 1.5/8"STEEL STUDS 16"O.G. FASTENED WITH 6/8•WAFER HEAD SCREW$(2 PER TOP FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 21-QL11N'Q HARDIESOFFIT,CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18,0.315"HEAD INSTALLATION DE'T'AILS METAL.STUD CONSTRUCTION DIAMETER X 1-114• LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products,Inc. SCREWS 6"O.C.AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS ® Fontana, CA 92337 Phone:909-356-6300 SIZE RSCM No DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1°=yr-0" Date:4124/2013 SHEET 12 OF 12 ICC Most Widely Accepted and Trusted EVALUATION SERVICE IncooperatAoneh Innovation PESEARCH LABS ICC-ES Report ESR-2290 ICC-ES 1 :00699-0543Reissued 03/2016 This report is subject to renewal 03/2018. 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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLV) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN° LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE°) INDIVIDUAL SHINGLES r ICC IN IN c c PM G LISTED Look for the trusted marks of Conformity! `\ "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of ODEcouncii ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes notJZ S"Ca'a "' specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as Am fAvidw r— 0 to any finding or other matter in this report, or as to any product covered by the report. Moog*�nm ,«°gin 5 �- __ .o -- Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2290 Reissued March 2016 Revised November 2016 This report is subject to renewal March 2018. www.icc-es.orq 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND 2.0 USES COMPOSITES James Hardie fiber-cement panels, plank lap siding, and Section: 06 16 00—Sheathing cladding shingles are used as exterior wall covering. The DIVISION: 07 00 00—THERMAL AND MOISTURE products comply with IBC Sections 1404.10 and IRC PROTECTION Section R703.10. The products may be used on exterior walls required to be of Type I, II, III or IV construction Section: 07 46 46—Fiber-Cement Siding (IBC). REPORT HOLDER: 3.0 DESCRIPTION 3.1 General: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE The exterior sidings are single-faced, cellulose fiber– FONTANA, CALIFORNIA 92337 reinforced cement (fiber-cement) products. Exterior (800)942-7343 sidings are identified as HardieShingle TM (New www.*ameshardie.com HardieShingle panels, HardiePlankTM (Cemplane, info(a)iameshardie.com PrevailT"' and RFC) lap siding, Artisae Lap Siding, and HardieShingle TM (New HardieShingle) individual shingles. EVALUATION SUBJECT: The products comply with ASTM C1186, as Grade II, Type A; have a flame-spread index of 0 and a smoke- HARDIESHINGLETM (NEW HARDIESHINGLE°) PANELS, developed index of 5 when tested in accordance with HARDIEPLANKTm LAP SIDING,ARTISAN°LAP SIDING, ASTM E84; and are classified as noncombustible when AND HARDIESHINGLE TM (NEW HARDIESHINGLE°) tested in accordance with ASTM E136. Thermal INDIVIDUAL SHINGLES conductance (K)and resistance (R) values for the products are as shown in Table 2 of this report, based on testing in 1.0 EVALUATION SCOPE accordance with ASTM C177. 1.1 Compliance with the following codes: The attributes of the fiber-cement sidings have been ■ 2015, 2012, 2009 and 2006 International Building verified as conforming to the provisions of(i) ICC 700-2012 Code(IBC) Sections 602.1.6 and 11.602.1.6 for termite-resistant materials; and (ii) ICC 700-2008 Section 602.8 for ■ 2015, 2012, 2009 and 2006 International Residential termite-resistant materials. Note that decisions on Code(IRC) compliance for those areas rest with the user of this report. ■ 2013 Abu Dhabi International Building Code(ADIBC)t The user is advised of the project-specific provisions that may be contingent upon meeting specific conditions, and The ADIBCpor is based on the 2009 IBC.2009 IBC code sections referenced the verification of those conditions is outside the scope of in this report are the same sections in the ADIBC. p this report. These codes or standards often provide Properties evaluated: supplemental information as guidance. ■ Weather protection 3.2 Siding: ■ Structural HardieShingle TM (New HardieShingle) panels, ■ Types I, II, III, and IV(noncombustible)construction HardiePlankTM (Cemplanke, PrevailTM, and RFC®) lap siding, Artisano Lap Siding, and HardieShingle TM (New ■ Fire-resistance-rated construction HardieShingle) individual shingles are supplied either ■ Thermal resistance unprimed or primed for subsequent application of a compatible primer and/or exterior-grade top coat. Nominal 1.2 Evaluation to the following green standards: product dimensions are noted in Table 1. 2015, 2012 and 2008 ICC 700 National Green Building The products are available in a variety of finish textures. Standard TM (ICC 700-2012 and ICC 700-2008) HardieShingle TM panels are offered in three configurations: Attributes verified: half-round, staggered-edge, and square-edge. New HardieShingle individual shingles are offered in two See Section 3.1 configurations: staggered-edge and square-edge. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not.specifically addressed,nor are they to be construed as an endorsement of the subject o/'the report or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to anyJinding or other matter in this report,or as to any product covered by the report. m. Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 sof 25 ESR-2290 1 Most Widely Accepted and Trusted Page 2 of 25 3.3 Fasteners: Vertical joints between planks must be lightly butted or Fastener type, size, spacing and installation method must gapped and must be protected by one of the following be as shown in the tables of this report. Fasteners must be methods: (a) sealed with caulking in accordance with the made from corrosion-resistant steel. caulk manufacturer's published gapping requirements and caulking application instructions; or (b) covered with an 4.0 DESIGN AND INSTALLATION H-section joint cover; or (c) located over a strip of 4.1 Design: non-perforated flashing complying with ASTM D226, Type I Walls: The maximum basic wind speeds for positive or felt, or other approved flashing. Trim and corners must be negative transverse load resistance of HardieShingle TM installed and the siding must be finished in accordance (New HardieShingle') panels, HardiePlankTM (Cemplanko, with the manufacturer's application instructions. A /8-inch PrevailTM, and RFC) lap siding, Artisan® Lap Siding, and (3.2 mm) gap must be left at locations where the siding HardieShingle TM (New HardieShingle®) individual shingles butts against door and window trim and at internal or are presented in Tables 3 through 13. external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints 4.2 Installation: must be flashed with Z-flashing and occur over solid 4.2.1 General: Installation must comply with this report, blocking or wood structural panel sheathing. and a copy of this report must be available at all times on 4.2.4 Artisan® Lap Siding: When installation is on wood the jobsite during installation. All products may be cut to or metal framing members, with or without wood structural shape on-site by the score-and-snap method using a panel sheathing, the lap siding must be fastened through score-and-snap knife, a hand guillotine or a handsaw the top edge of single planks (blind nailed) in accordance utilizing a carbide blade. A clear distance of 6 inches with the provisions of Table 4 of this report. A water- (152 mm) must be maintained between the siding and the resistive barrier must be applied over wood or metal earth. Unless otherwise noted in this report, the products framing or wood structural panel sheathing in accordance must be installed in accordance with 2015 and 2012 IBC with the applicable code. Lap siding installed over walls Section 1405.16; 2015 and 2012 IRC Section R703.10; constructed of concrete masonry units complying with 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10; ASTM C90 must be applied in accordance with Tables 5 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC through 10. The lap siding requires the use of a starter Section R703.10, as applicable. strip to set the first course on the proper angle and to 4.2.2 HardieShingle TM (New HardieShingle ) Panels: create a drip edge. When installation is on wood or metal framing members, Vertical joints must be made off-stud by means of the with or without wood structural panel sheathing, a water-resistive barrier must be applied over the wood or tongue and groove joint. Tongue and groove joints may be metal framing members or wood structural panel sheathing located centrally between studs but no closer than 4 inches in accordance with the applicable code. The panels must (102 mm) from the edge of a stud. Nails must not be be fastened in accordance with the provisions of Table 4 of placed within 2 inches (51 mm) of the tongue and groove this report. at the end of the planks. Vertical joints must be staggered 1 on subsequent courses. The plank must then be fastened A /8-inch (3.2 mm) gap must be left at locations where to the framing with corrosion-resistant fasteners. the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in Vertical joints between planks must be lightly butted and accordance with the applicable code, then caulked. must be located over a strip of non-perforated flashing Vertical joints must occur over framing members and must complying with ASTM D226, Type I felt, or other approved be sealed with caulking or covered with battens. Horizontal flashing. Trim and corners must be installed and the siding joints must be flashed with metal Z-flashing and occur over must be finished in accordance with the manufacturer's solid blocking or wood structural panel sheathing. application instructions. A 1/8-inch (3.2 mm) gap must be 4.2.3 HardiePlankTM (Cemplanko, PrevailTM, and RFC°) left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps Lap Siding: When installation is on wood or metal framing must be flashed in accordance with the applicable code, members, with or without wood structural panel sheathing, then caulked. Horizontal joints must be flashed with the lap siding must be fastened either through the Z-flashing and must occur over solid blocking or wood overlapping planks (face nailed) or through the top edge of structural panel sheathing. single planks (blind nailed) in accordance with the provisions of Table 4 of this report.A water-resistive barrier 4.2.5 HardieShingleTM (New HardieShingle°) must be applied over wood or metal framing members or Individual Shingles: When installed on wood structural wood structural panel sheathing in accordance with the panel sheathing, the cladding shingles are fastened in applicable code. Lap siding installed over walls constructed accordance with the provisions of either Table 11, 12, or of concrete masonry units complying with ASTM C90 must 13 of this report. A water-resistive barrier in accordance be applied in accordance with Tables 5 through 10. The with the applicable code must be applied over the lap siding requires the use of a starter strip to set the first wood-based sheathing substrate to which the shingles are course on the proper angle and to create a drip edge. attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip "off-stud splice device" is installed or where the planks to set the first course on the proper angle and to create a are installed to wood structural panel sheathing complying drip edge. The nominally 11/4-inch-wide-by-1/4-inch-thick with the applicable code, and must be staggered on starter strip and a minimum 81/4-inch-wide (210 mm) subsequent courses. Where the "off-stud splice device" is HardiePlankTM (Cemplanke, PrevailTM, and RFC®) lap installed, the splice device's bottom lip must be placed siding starter course are installed over the water-resistive over the adjacent solid course of planks. The plank must barrier with the bottom of the starter strip and starter then be fastened to the framing with corrosion-resistant course even with the bottom of the bottom plate. Shingles fasteners. The abutting plank must be positioned and are spaced a maximum Of inch (6.4 mm) apart, leaving fastened into place ensuring that the lower edges of the a minimum side lap of 11/2 inches (38 mm) between the two planks align. The metal device must be located joints of successive courses. Fasteners must be spaced a centrally over the vertical joint. minimum of 3/4 inch (19 mm) and a maximum of 1 inch ESR-2290 1 Most Widely Accepted and Trusted Page 3 of 25 (25.4 mm) from shingle edges and must be positioned to 5.0 CONDITIONS OF USE be covered a nominal 11/4 inches by the succeeding The HardieShingle T11 (New HardieShingle') panels, shingle course; for 12-inch-wide (305 mm) shingles, the HardiePlankTM (Cemplanko, PrevailTMand RFC®) lap third nail (see Table 14) must be installed mid-span of the siding, Artisan Lap Siding, and HardieShingleTM (New shingle. Nails must secure shingles but must not be HardieShingle) individual shingles described in this report over-driven. Trim and corners must be installed and the comply with, or are suitable alternatives to what is shingles must be finished in accordance with the specified in, those codes listed in Section 1.0 of this report, manufacturer's application instructions. A /s-inch (3.2 mm) subject to the following conditions: gap must be left at locations where the shingle butts against door and window trim and at internal or external 5.1 James Hardie Building Products, Inc, products listed corners; such gaps must be flashed in accordance with the in this report must be installed in accordance with this applicable code, then caulked. Horizontal joints must be report and the manufacturer's published installation flashed with Z-flashing. instructions. In the event of a conflict between this 4.3 Fire-resistance-rated Wall Assembly (HardiePlankTM report and the manufacturer's instructions, this report (HardiePlankTMgoverns. Lap Siding): The asymmetrical, load-bearing, one-hour fire-resistance- 5.2 HardieShingleTM (New HardieShingle� panels, rated wall assembly must consist of nominally 2-by-4 wood HardiePlankTM LCemplank®, PrevailTM and RFC) lap siding, Artisan Lap Siding, and HardieShingleTM studs spaced a maximum of 24 inches (610 mm) on (New HardieShingle) individual shingles must be center, with two top plates and a single bottom plate. One installed on exterior walls braced in accordance the layer of /8-inch-thick (15.9), Type X, gypsum wallboard applicable code. complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior 5.3 Design wind speeds applied to James Hardie sidings face of the studs and secured with minimum 13/4-inch-long described in this report must be determined in (44 mm) cup-head gypsum wallboard nails, spaced accordance with the applicable code and must be less 7 inches (178 mm) on center at board edges and than those shown in the wind speed tables in this intermediate framing members. All board joints must be report. backed by framing. The 5/e-inch-thick (15.9 mm), Type X, 5.4 The sidings must be installed over a code-complying gypsum wallboard joints and nail heads must be finished in water-resistive barrier and as noted in this report. accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of/2-inch-thick 5.5 For use in fire-resistance-rated construction, (12.7 mm), Type X, water-resistant core treated gypsum installation must be in accordance with Section 4.3. sheathing complying with ASTM C36 or ASTM C1396 5.6 Flashing must be installed at all penetrations and and one layer of maximum 12-inch-wide (305 mm) HardiePlankTM (Cemplanke, PrevailTM, and RFC(5) lap terminations in accordance with the applicable code. siding lapped a minimum of 11/4 inches (32 mm). The 5.7 Under the 2015 or 2012 IBC, Section 1403.5, '/Z-inch-thick (12.7 mm), Type X, water-resistant core- installation on exterior walls of buildings of Type I, II, treated gypsum sheathing must be applied vertically to the III, and IV construction is limited to buildings that are exterior side of the framing members with vertical edges not greater than 40 feet in height above grade plane staggered 24 inches (610 mm) from the joints on the and that feature a combustible water-resistive barrier. opposite side. All board joints must be backed by framing. 5.8 The products are manufactured at the following The /z-inch-thick (12.7 mm), Type X, water-resistant locations,with quality control inspections by ICC-ES: core-treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails . Cleburne,Texas spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each Peru, Illinois board. The outer layer of 5/16-inch-thick (7.5 mm), minimum . Plant City, Florida 12-inch-wide (305 mm) HardiePlankTM (Cemplank®, PrevailTM, and RFC) lap siding must be applied over • Pulaski, Virginia the '/z-inch-thick (12.7 mm), Type X, water-resistant . Sparks, Nevada core-treated gypsum sheathing by attaching 11/2-inch-wide (38 mm) HardiePlankTM(Cemplanke, PrevailTM, and RFC) • Tacoma,Washington starter strips through the gypsum sheathing into the . Waxahachie,Texas bottom plate and 12-inch-wide (305 mm) HardiePlankTM (Cemplane, PrevailTM, and RFC) lap siding applied • Fontana, California horizontally with a minimum nominally 11/4-inch head lap, 6.0 EVIDENCE SUBMITTED and fastening with a single 6d corrosion-resistant common nail driven through the lapped planks into each stud. Data in accordance with the ICC-ES Acceptance Criteria The axial load must be the lesser of the following, for Fiber Cement Siding Used as Exterior Wall Siding provided structural consideration for axial, flexural and (AC90), dated June 2012 (editorially revised September bearing perpendicular-to-grain stresses is in accordance 2015). with ANSI/AWC NDS-2015 for the 2015 IBC and IRC; 7.0 IDENTIFICATION ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): Pallets of the JamesHardie Building Products, Inc., HardieShingleTM (New HardieShingle� panels, 1. Maximum 100 percent of full allowable axial HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap compressive design load permitted for the wood siding, Artisan° Lap Siding, and HardieShingleTM (New species. HardieShingle') individual shingles must carry a label 2. Maximum allowable wood axial stress of 0.78 F',, which bearing the manufacturer's name and telephone number, must not exceed 0.78 F', at a slenderness ratio Wd the product name, the name of the inspection agency, of 33. ICC-ES, and the evaluation report number(ESR-2290). ESR-2290 I Most Widely Accepted and Trusted Page 4 of 25 TABLE 1-STANDARD NOMINAL PANEL,PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH(INCHES) LENGTH THICKNESSES (INCHES) HardiePlank®la siding 4, 5'/4,6,6'/a, 7'/a, 7'/2,8, P g 8'/4, 9'/4, 9'/2&12 12, 14 feet 5/16 Artisan lap siding, 5'/4,7'/4,81/4 12, 14 feet 5/8 Cem lank®la siding 5'/a,6,61/4,71/4,71/2,8, P P 9 81/4, 91/2& 12 12, 14 feet 5/16 PrevailTM la siding 51/a,6,61/4,71/4,7'/2,8, P 9 8'/4,91/2&12 12, 14 feet 6/16 RFC®lap siding 61/4, 71/2, 8'/4, 91/2& 12 12, 14 feet 5/16 New HardieShingle®5-inch exposure 48 14 inches / (square&staggered edge) 4 New HardieShingle®7-inch exposure (square151/4, 15'/s inches '/4 (square&staggered edge) HardieShingle TM panel 48 16 inches 1/4 (square&staggered edge) HardieShingle TM panel 4816, 19 inches '/4 (half round) New HardieShingle®individual 3'/2,4/2, 5'/2,7,8'/a 14 inches '/a shingles 5-inch exposure New HardieShingle®individual 4'/,6, 51/2,6'/4,71/4, 10, 151/4 inches 1/4 shingles 7-inch exposure HardieShingleTM individual shingles 6, 8,&12 18 inches 1/4 For SI:1 inch=25.4 mm,1 ft=305 mm. TABLE 2-"K"and"R"VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUALTHERMAL ACTUALTHERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE RESISTANCE (INCH) KEFF=(BTU/HR-FT?°F)/INCH R=1/KEFF (KEFF) (R) 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 For SI:1 inch=25.4 mm,1 Btu/h-ft2-°F=5.678 W/m2-K. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR-2290 1 Most Widely Accepted and Trusted Page 5 of 25 TABLE 3-MAXIMUM BASIC WIND SPEED(3-second gust)(mph) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 2012 IBC IBC/IRC (Ultimate Design (Basic Wind Wind Seed, Speed,V.."4.1.1) Vult 6) EXPOSURE EXPOSURE FASTENER FRAME STUD BLDG. CATEGORY CATEGORY TYPE PRODUCT THICK FASTENER SPACING SPACING HEIGHT (IN.) TYPE (IN) (IN.) (FT.) B C D B C D Attached 0-15 126 85 163 110 HardieShingleT"' 0.083" to 6" (New shank wood 7/16 WSP 20 121 85 156 110 HardieShingle®) /4 "0.187"HD 13.75 structural attached to Panel(straight or half x 1 /2"long panel framing per 40 105 85 136 110 round installation) ring shank sheathing code nail only 60 95 - 123 0.083" Attached 0-15 105 85 136 110 HardieShingleTM(New shank `°oo'd 7/16"WSP 20 105 136 HardieShingle®) /4 0.187"HD 13.75 structural attached to Panel(staggered x 1 /2"long panel framing per 40 95 123 installation) ring shank sheathing code nail only 60 85 110 0.090" Attached 0-15 158 143 130 204 185 168 HardieShingleT" shank to 7/ 7/16"WSP 20 158 139 127 204 179 164 (New "0.215"HD attached to /, 8 structural HardieShingle®) x 1,/z"long framing per Panel ring shank shpanel eathing code 40 152 130 120 196 168 155 nail only 60 143 124 115 185 160 148 0.090" Attached 0-15 172 156 142 222 201 183 HardieShingleTM shank twoo'd 7/16"WSP 20 172 151 138 222 195 178 (New , "0.215"HD attached to l4 6 structural HardieShingle®) x 1 /Z"long framing per Panel ring shank shpaneleathing code 40 165 141 130 213 182 168 nail only 60 156 135 126 201 174 163 Nominal 0-15 168 137 116 217 177 150 0.083" 2x4l or HardieShingleTM shank Min.No. 20 168 137 116 217 177 150 (New '0.187"HD at each 20 ga.x HardieShingle®) /4 x 02"long stud 3.62"x 16 40 168 126 105 217 163 136 Panel ring shank 1.375" nai12 Metal 60 158 116 105 204 150 136 C-stud Nominal 0-15 147 105 85 190 136 110 0.083" 2x4 or HardjeShingleTM shank Min.No. 20 137 100 85 177 129 110 (New '0.187"HD at each 20 ga.x HardieShingle®) /4 x 11/2"long stud' 3.62"x 24 40 126 95 - 163 123 Panel ring shank 1.375" nai12 Metal 60 116 89 - 150 115 C-stud For SI:1 foot=305 mm, 1 inch=25.4 mm,1 mph-0.44 m/s. 'Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members,fasteners must be ET&F Fastening Systems,Inc.ET&F Panelfast®nail,ET&F No.AGS-100-0150,head diameter=0.313 in.,shank diameter=0.100 in.,length=1.5 in.Metal studs must be 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.ASM-144-0125, head dia.=0.30 in.,shank dia.=0.14 in.,length=1.25 in.),Max System block nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in., length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter =0.30 in.,shank diameter=0.145 in.,length=1.25 in.)applied at the equivalent fastener or stud spacing. °Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:1=1.0,K,,=1,Kd=0.85,GCpj=0.18.,GCp=-1.4. 5For application to wood framing or wood-based sheathing,the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. 'V-d=nominal design wind speed. 7V,,=ultimate design wind speed. 6Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 92015 and 2012 IBC Section 1609.3.1,Eqn. 16-33, Va,d=VU„X0.6 ESR-2290 I Most Widely Accepted and Trusted Page 6 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)' 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design V ',9,12) Wind dSSpeed, a:e PRODUCT EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT TYPE' METHOD TYPE" SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 147 217 217 190 HardiePlank® 5/16 4 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1.375" 40 168 158 137 217 204 177 Metal C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 147 217 217 190 HardiePlank® 5/16 6 0.100""1.5" Face Nailed 3'62 16 x 0.25"HD 1"375 40 168 158 137 217 204 177 Metal C-Stud 60 168 147 126 217 190 163 Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 j 137 217 217 177 HardiePlank® 5/16 61/4 0.100""1.5" Face Nailed 3'62 16 x 0.25"HD 1.375-1140 168 158 137 217 204 177 Metal C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 158 126 217 204 163 20 ga.x ET&F pin 20 168 147 126 217 190 163 ® s 7/4or 3.62"" HardiePlank /,6 , 0.100""1.5" Face Nailed 16 7/2 x 0.25"HD Metal 40 168 137 121 217 177 156 C-stud 60 168 126 116 217 163 150 Min.No. 0-15 168 147 126 217 190 163 ET&F pin 20 ga.x 20 168 147 126 217 190 163 HardiePlank® 5/,6 8 0.100""1.5" Face Nailed 3.62 16 x 0.25"HD 1.375 40 168 137 116 217 177 150 Metal C-stud 60 168 126 105 217 163 136 Min.No. 0-15 168 147 126 217 190 163 ET&F pin 20 ga.x 20 168 147 116 217 190 150 HardiePlank® 5/16 81/4 0.100""1.5" Face Nailed 3'62 16 x 0.25"HD 1.375-1. 40 168 131 116 217 169 150 Metal C-stud 60 158 126 105 204 163 136 Min.No. 0-15 168 137 116 217 177 150 20 ga.x , ET&F pin 16 20 168 137 116 217 177 150 HardiePlank ® s/16 9/4 or 0.100""1.5" Face Nailed 3.62" , 9/Z x 0.25"HD Metal 40 158 126 105 204 163 136 C-stud 60 147 116 105 190 150 136 Min.No. 0-15 145 131 119 187 169 154 ET&F pin 20 ga.x 20 145 127 116 187 164 150 HardiePlank® 5/16 12 0.100""1.5" Face Nailed 3.62 16 x 0.25"HD 1.375 40 139 119 110 179 154 142 Metal C-stud 60 131 114 106 169 147 137 Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 137 116 207 177 150 HardiePlank® 5/16 4 0.100""1.5" Face Nailed 3'62 24 x 0.25"HD 1.375 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 137 116 207 177 150 HardiePlank® 5/16 6 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1.375" 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 ESR-2290 Most Widely Accepted and Trusted Page 7 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3,912 Wind Speed, Va:d 1 Vw1 10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY 4 2 1 a SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D Min.No. 0-15 160 137 116 207 177 150 ® s ET&F pin 23 fit'x 20 160 126 110 207 163 142 HardiePlank /1 6 6/4 0.100"'1.5" Face Nailed 1 375„ 24 x 0.25"HD Metal 40 147 121 105 190 156 136 C-stud 60 137 116 95 177 150 123 Min.No. 0-15 160 116 100 207 150 129 20 ga.x ET&F pin 20 158 116 95 204 150 123 ® s 71/4 or ' 3.62"" HardiePlank /,6 , 0.100" 1.5" Face Nailed 24 7/2 x 0.25"HD Metal 40 137 105 89 177 136 115 C-stud 60 126 95 89 163 123 115 Min.No. 0-15 160 116 95 207 150 123 ET&F pin 20 ga.x 20 158 116 95 204 150 123 HardiePlank® s/16 8 0.100"'1.5" Face Nailed 3'62 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. No. 0-15 158 116 95 204 150 123 ET&F pin 20 ga.x 20 158 105 95 204 136 123 HardiePlank® s/16 81/4 0.100""1.5" Face Nailed 3.62 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.No. 0-15 147 105 85 190 136 110 20 ga.x , ET&F pin 20 147 105 85 190 136 110 ® s 91/4 or 3.62"" HardiePlank /16 91l 0.100""1.5" Face Nailed 1 375„ 24 2 x 0.25"HD Metal 40 126 95 85 163 123 110 C-stud 60 126 95 - 163 123 - Min.No. 0-15 106 96 87 137 124 112 ET&F pin 20 ga.x 20 106 93 85 137 120 110 HardiePlank® 6/16 12 0.100""1.5" Face Nailed 3'62 24 x 0.25"HD 1.375" 40 102 87 - 132 112 - Metal C-Stud 60 96 - - 124 - - 0-15 158 126 105 204 163 136 ET&F pin Min.No. 20 158 121 100 204 156 129 HardiePlank® 5/16 4 0.100""1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3'62 40 147 110 95 190 142 123 1.375" 60 137 105 95 177 136 123 0-15 158 126 105 204 163 136 ET&F pin Min.No. 20 158 121 100 204 156 129 HardiePlank® s/16 6 0.100""1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3.62 40 147 110 95 190 142 123 1.375" 60 137 105 95 177 136 123 0-15 168 116 100 217 150 129 ET&F pin Min.No. 20 158 116 95 204 150 123 HardiePlank® 5/16 61/4 0.100""1.5" Blind Nailed 23 fit'x 16 x 0.313"HD 1 375„ 40 137 105 89 177 136 115 60 126 100 85 163 129 110 0-15 147 105 85 190 136 110 No. ET&F pin Min. 20 137 100 85 177 129 110 HardiePlank® 6/16 7'/4 or 0.100""1.5" Blind Nailed 20 ga.x 16 71/2 x 0.313"HD 1:375„ 40 121 89 156 115 60 110 85 142 110 ESR-22901 Most Widely Accepted and Trusted Page 8 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design Vasd3,9.12) Wind Speed, Vint ) PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a 2 ,a SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE ' (IN.) (FT.) B C D B C D 0-15 137 95 85 177 123 110 ET&F pin Min.No. 20 126 95 - 163 123 - HardiePlanO 5/16 8 0.1001-1.511 Blind Nailed 20 ga.x 16 x 0.313"HD 3'62 40 116 85 150 110 1.375' 60 105 85 136 110 0-15 137 95 177 123 ET&F pin Min.No. 20 126 95 163 123 HardiePlank® 6/16 81/4 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3.62 40 116 85 150 110 1.375' 60 105 - 136 - 0-15 158 110 95 204 142 123 ET&F pin Min.No. 20 147 105 85 190 136 110 HardiePlank® 5/16 4 0.100""1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62 40 126 95 85 163 123 110 1.375" 60 121 95 - 156 123 - 0-15 158 110 95 204 142 123 ET&F pin Min.No. 20 147 105 85 190 136 110 HardiePlank® 5/16 6 0.100""1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62"' 40 126 95 85 163 123 110 1.375" 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110 ET&F pin Min.No. 20 137 100 85 177 129 110 HardiePlank® 5/16 61/4 0.100""1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 126 95 - 163 123 - 1.375" 60 105 89 - 136 115 - 0-15 137 95 85 177 123 110 No. ET&F pin Min. 20 126 95 - 163 123 - HardiePlank® 5/16 7/4 or 0.100".1.5" Blind Nailed 20 ga.x 24 7/2 x 0.313"HD 3'62 40 116 85 150 110 1.375" 60 105 85 136 110 0-15 126 85 163 110 ET&F pin Min.No. 20 116 85 150 110 HardiePlank® 5/16 8 0.100""1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62 40 100 - 129 - 1.375" 60 95 123 0-15 116 150 ET&F pin Min.No. 20 105 136 HardiePlank® 5/16 81/4 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62 40 95 123 1.375" 60 85 110 0-15 170 170 158 219 219 204 Face Nailed 20 170 169 154 219 218 199 HardiePlank® 5/1 6 5.25 6d common Through wood 16 plank overlap 40 170 157 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 Face Nailed 20 170 151 138 219 195 178 HardiePlank® 5/16 6.25 6d common Through wood 16 plank overlap 40 164 140 130 218 181 167 60 155 1 135 125 1 207 1 174 1 161 ESR-2290 I Most Widely Accepted and Trusted Page 9 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design x912 Wind Speed, Vasd V 10.11) ult PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY a z 1 s SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE' (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 HardiePlank® 5/16 7.25 6d common Through wood 16 plank overlap 40 150 128 118 193 165 153 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® 5/16 7.5 6d common Through wood 16 plank overlap 40 147 125 116 190 162 150 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® 5/16 8 6d common Through wood 16 plank overlap 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 145 131 119 187 169 154 Face Nailed 20 145 127 116 187 165 150 HardiePlank® 5/16 8.25 6d common Through wood 16 plank overlap 40 139 119 110 179 153 141 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® 5/16 9.25 6d common Through wood 16 plank overlap 40 130 111 102 168 143 132 60 123 106 99 158 137 128 0-15 133 121 110 172 156 142 Face Nailed 20 133 117 107 172 152 138 HardiePlank® 5/16 9.5 6d common Through wood 16 plank overlap 40 128 109 101 165 141 130 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® 5/16 5.25 6d common Through wood 24 plank overlap 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 140 127 115 180 164 149 Face Nailed 20 140 123 112 180 159 145 HardiePlank® 5/16 6.25 6d common Through wood 24 plank overlap 40 134 115 106 173 148 137 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® 5/16 7.25 6d common Through wood 24 plank overlap 40 122 105 97 158 135 125 60 116 100 93 149 130 120 0-15 125 113 103 161 146 133 Face Nailed 20 125 110 100 161 142 130 HardiePlank® 5/16 7.5 6d common Through wood 24 plank overlap 40 120 102 95 155 132 122 60 113 98 91 146 127 118 ESR-2290 I Most Widely Accepted and Trusted Page 10 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, V..d ) V., 10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY s 2 16 SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 120 109 99 155 141 128 Face Nailed 20 120 106 97 155 137 125 HardiePlank® 5/,6 8 6d common Through wootl 24 plank overlap 40 115 99 91 149 127 117 60 109 95 88 141 122 113 0-15 118 107 97 152 138 126 Face Nailed 20 118 104 95 152 134 123 HardiePlank® 5/16 8.25 6d common Through wood 24 plank overlap 40 113 97 89 146 125 115 60 107 93 86 138 120 111 0-15 110 100 91 142 129 117 Face Nailed 20 110 97 89 142 126 115 HardiePlank® 5/,6 9.25 6d common Through wood 24 plank overlap 40 106 91 - 137 117 60 100 87 - 129 112 0-15 109 99 90 140 127 116 Face Nailed 20 109 96 87 140 124 113 HardiePlank® 5/16 9.5 6d common Through wood 24 plank overlap 40 104 89 - 135 115 - 60 99 85 - 127 110 - 0-15 170 170 170 219 219 219 Face Nailed 20 170 170 170 219 219 219 HardiePlank® 5/16 5.25 8d common Through wood 16 plank overlap 40 170 170 170 219 219 219 60 170 170 170 219 219 219 0-15 170 170 170 219 219 219 Face Nailed 20 170 170 170 219 219 219 HardiePlank® 5/,6 6.25 8d common Through wood 16 plank overlap 40 170 170 161 219 219 208 60 170 168 156 219 217 201 0-15 170 170 160 219 219 207 Face Nailed 20 170 170 157 219 219 203 HardiePlank® 5/16 7.25 8d common Through wood 16 plank overlap 40 170 160 147 219 207 190 60 170 153 142 219 198 183 0-15 170 170 157 219 219 203 Face Nailed 20 170 168 154 219 217 199 HardiePlank® 5/16 7.5 8d common Through wood 16 plank overlap 40 170 157 145 219 203 187 60 170 150 139 219 194 179 0-15 170 167 151 219 216 195 Face Nailed 20 170 162 148 219 209 191 HardiePlank® 5/16 8 8d common Through wood 16 plank overlap 40 170 151 139 219 195 179 60 167 144 134 216 186 173 0-15 170 164 149 219 212 192 Face Nailed 20 170 159 145 219 205 187 HardiePlank® 5/16 8.25 8d common Through wood 16 plank overlap 40 170 148 137 219 191 177 60 164 142 132 212 183 170 ESR-22901 Most Widely Accepted and Trusted Page 11 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design a'e'12 Wind Speed, Vasa 3,9,12 V.10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY a 2 1 e SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 169 153 139 218 198 179 Face Nailed 20 169 149 136 218 192 176 HardiePlank® 5/16 9.25 8d common Through Woad 16 plank overlap 40 162 138 128 209 178 165 60 153 133 123 198 172 159 0-15 166 151 137 214 195 177 Face Nailed 20 166 146 134 214 188 173 HardiePlank® 5/16 9.5 8d common Through Woad 16 plank overlap 40 159 136 126 205 176 163 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 5.25 8d common Through Woad 24 plank overlap 40 154 131 121 199 169 156 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® 5/16 6.25 8d common Through Woad 24 plank overlap 40 154 131 121 199 169 156 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® 5/6 7.25 8d common Through Wood 24 plank overlap 40 153 130 120 198 168 155 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® 5/16 7.5 8d common Through 2X4 24 24 o plank overlap 40 150 128 118 194 165 152 60 141 123 114 182 159 j 147 0-15 150 136 123 194 176 159 Face Nailed 20 150 132 121 194 170 156 HardiePlank® 5/16 8 8d common Through Wood 24 plank overlap 40 144 123 113 186 159 146 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® 5/16 8.25 8d common Through Wood 24 plank overlap 40 141 121 111 182 156 143 60 134 116 108 173 150 139 0-15 138 125 113 178 161 146 Face Nailed 20 138 121 111 178 156 143 HardiePlank® 5/,6 9.25 8d common Through Wood 24 plank overlap 40 132 113 104 170 146 134 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® 5/16 9.5 8d common Through Wood 24 plank overlap 40 130 111 103 168 143 133 60 123 107 99 159 138 128 ESR-22901 Most Widely Accepted and Trusted Page 12 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 0e'1z Wind Speed, Vasa' 1 Vw1 10.11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY a z 1 e THICK. WIDTH TYPE METHOD TYPE' SPACING HEIGHT(IN.) (FT.) B C D B C D No.8-18, Min.No. 0-15 168 168 137 217 217 177 1-5/8"long x 20 ga.x 20 168 158 137 217 204 177 HardiePlank® 5/16 4 0.323"HD Face 3.62"' 16 ribbed bugle Screwed 1.375" 40 168 147 131 217 190 169 head screw Metal C- stud 60 168 137 126 217 177 163 No.8-18, 0-15 168 168 137 217 217 177 15/8'long x Min.No. 20 168 158 137 217 204 177 HardiePlank® 5/16 6 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"" 40 168 147 131 217 190 169 head screw 1.375" 60 168 137 126 217 177 163 No.8-18, 0-15 168 168 137 217 217 177 15/8'long x Min.No. 20 168 158 137 217 204 177 HardiePlank® 5/16 61/4 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"" 40 168 147 126 217 190 163 head screw 1.375 60 168 137 121 217 177 156 0-15 168 147 126 217 190 163 No.8-18, 15/8'long x Min.No. 20 168 147 121 217 190 156 HardiePlank® 5/16 7'/4 or 0.323"HD Face 20 ga.x 16 71/2 ribbed bugle Screwed 3.62'" 40 168 131 116 217 169 150 head screw 1.375" 60 168 126 105 217 163 136 No.8-18, 0-15 168 147 126 217 190 163 15/8'long x Min.No. 20 168 147 121 217 190 156 HardiePlank® 5/16 8 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"' 40 168 131 116 217 169 150 head screw 1.375" 60 158 126 105 204 163 136 No.8-18, 0-15 168 147 126 217 190 163 15/8'long x Min.No. 20 168 137 121 217 177 156 HardiePlank® 5/16 81/4 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"' 40 168 131 116 217 169 150 head screw 1.375" 60 158 121 105 204 156 136 No.8-18, 0-15 168 137 116 217 177 150 15/8'long x Min.No. 20 168 131 110 217 169 142 HardiePlank® s/ 91/4 or Face 20 ga.x ,6 9,/z 0.323"HD Screwed 3.62"" 16 ribbed bugle 1 62' 40 158 121 105 204 156 136 head screw 60 147 116 100 190 150 129 No.8-18, 0-15 168 126 105 217 163 136 1-5/8"long x Min. .xo. 20 168 121 95 217 156 123 HardiePlank® 5/16 12 0.323"HD Face 20 ga".x 16 ribbed bugle Screwed 3.62 ' 40 137 110 95 177 142 123 head screw 1'375 60 137 105 89 177 136 115 No.8-18, 0-15 160 137 116 207 177 150 15/8'long x Min.No. 20 160 137 1 116 207 177 150 HardiePlank® 5/16 4 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62'" 40 155 126 110 200 163 142 head screw 1.375" 60 145 116 105 187 150 136 No.8-18, 0-15 160 137 116 207 177 150 1-5/8"long x Min.No. 20 160 137 116 207 177 150 HardiePlank® 5/16 6 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62"' 40 154 126 110 199 163 142 head screw 1.375" 60 145 116 1 105 187 150 136 • ESR-2290 I Most Widely Accepted and Trusted Page 13 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 7 g,2 Wind Speed, Vastl ) V loj) ult PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a x SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE"' (IN.) (FT.) B C D B C D 0-15 160 145 116 207 187 150 No.8-18, 1- %"long x Min.No. 20 160 141 110 207 182 142 HardiePlank® s/16 6'/4 0.323"HD Screwed Face 2 3..62"ga.x 24 ribbed bugle " 40 154 131 105 199 169 136 head screw 1.375 60 145 126 100 187 163 129 0-15 160 126 105 207 j 163 j 136 No.8-18,1- s/B'long x Min. .x 20 160 121 105 207 156 136 HardiePlank® s/,s 7/"or 0. 1 37323"HD Face 2.gax 24 7112 ribbed bugle Screwed . 40 147 110 95 190 142 123 head screw 1.375" 60 137 105 95 177 136 123 0-15 160 126 105 207 163 136 No.8-18,1- s/B'long x Min.No. 20 160 121 100 207 156 129 Screwed 3. HardiePlank® s/16 8 0.323"HD Face 2.ga.62".x 24 ribbed bugle crewe40 147 110 95 190 142 123 head screw 1.375" 60 137 105 89 177 136 115 0-15 160 121 105 207 156 136 No.8-18,1- s/e'long x Min.No. 20 160 121 100 207 156 129 ® s Face 20 ga.x HardiePlank /,6 8/4 0.323"HD24 Screwed 3.62"" ribbed bugle 1.375" 40 137 105 95 177 136 123 head screw 60 131 100 89 169 129 115 0-15 158 116 95 204 150 123 No.8-18,1- %"long x Min. .x 20 158 110 95 204 142 123 ® s 9 l4 or Face 20 gax HardiePlank /,6 9'/2 0.323"HD Screwed 3.62". 24 ribbed bugle 1.375" 40 137 100 89 177 129 115 head screw 60 126 95 85 163 123 110 0-15 163 148 134 210 191 173 No.11 Blind Nailed 20 163 143 131 210 185 169 HardiePlank® s/,6 5.25 gauge, Through top 2 x 4 16 1.25"long edge of plank 40 156 133 123 202 172 159 roofing nail 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® s/16 6.25 gauge, Through top 2 x 4 16 1.25"long edge of plank 40 140 119 110 180 154 142 roofing nail 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 No. 11 Blind Nailed 20 133 117 107 172 151 138 HardiePlank® 6/16 7.25 gauge, Through top 2 x 4 16 1.25"long edge of plank 40 128 109 101 165 141 130 roofing nail 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 No.11 Blind Nailed 20 130 115 105 168 148 135 HardiePlank® s/16 7.5 1 25 gong Through top 2 x 4 16 roofing nail edge of plank 40 125 107 99 161 138 127 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 HardiePlank® 6/16 8 au1 25 gong Through top 2 x 4 16 roofing nail edge of plank 40 120 103 95 155 133 122 60 114 99 1 91 147 127 118 ESR-2290 1 Most Widely Accepted and Trusted Page 14 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, Vasd ) V 10,11) we PRODUCT EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT s x 1 s SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 123 112 101 159 144 131 No. 11 Blind Nailed 20 123 108 99 159 140 128 HardiePlank® 5/16 8.25 1 2S gong Through top 2 x 4 16 roofing nail edge of plank 40 118 101 93 152 130 120 60 112 97 90 144 125 116 0-15 115 104 95 148 135 122 No.11 Blind Nailed 20 115 101 93 148 131 119 HardiePlank® 5/16 9.25 gauge, Through top 2 x 4 16 roofing nail 1.25 fin long edge of plank 40 110 94 87 142 122 112 60 104 90 - 135 117 - 0-15 113 103 93 146 133 121 No.11 Blind Nailed HardiePlank® 5/16 9.5 gauge, Through top 2 x 4 16 20 113 100 91 146 129 118 1.25"long roofing nail edge of plank 40 109 93 86 140 120 111 60 103 89 - 133 115 107 0-15 133 121 110 172 156 141 No.11 Blind Nailed HardiePlank® '/16 5.25 gauge, Through top 2 x 4 24 20 133 117 107 172 151 138 1.25"long roofing nail edge of plank 40 128 109 101 165 141 130 60 121 105 97 156 135 125 0-15 119 108 98 153 139 126 No.11 Blind Nailed HardiePlank® 5/16 6.25 gauge, Through top 2 x 4 24 20 119 105 96 153 135 124 1.25"long roofing nail edge of plank 40 114 98 90 147 126 116 60 108 94 87 139 121 112 0-15 108 98 89 140 127 115 No. 11 Blind Nailed 20 108 96 87 140 123 113 HardiePlank® 5/16 7.25 gauge, Through top 2 x 4 24 1.25"long edge of plank 40 104 89 - 134 115 - roofing nail 60 98 85 - 127 110 - 0-15 106 96 88 137 125 113 No.11 Blind Nailed 20 106 94 86 137 121 110 HardiePlank® 5/16 7.5 1 gauge, 9ong Through top 2 x 4 24 roofing nail edge of plank 40 102 87 132 113 60 96 - 125 108 0-15 102 93 132 120 No. 11 Blind Nailed 20 102 90 132 116 HardiePlank® 5/16 8 1 25 gong Through top 2 x 4 24 roofing nail edge of plank 40 98 - 127 - 60 93 - 120 - 0-15 100 91 129 117 No.11 Blind Nailed 20 100 88 - 129 114 HardiePlank® '/16 8.25 gauge, Through top 2 x 4 24 1.25"long roofing nail edge of plank 40 96 - 124 - 60 91 - 117 - 0-15 94 85 121 110 No.11 Blind Nailed - HardiePlank® 5116 9.25 gauge, Through top 2 x 4 24 20 94 121 107 1.25"long edge of plank 40 90 116 roofing nail 60 85 110 ESR-22901 Most Widely Accepted and Trusted Page 15 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, V..d ) Vult 10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY e z 1 e SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B C D B C D 0-15 93 119 No. 11 Blind Nailed 20 93 119 HardiePlank® 5/16 9.5 1 25 Seng Through top 2 x 4 24 roofing nail edge of plank 40 89 115 60 - - 0-15 170 170 166 219 219 214 No.11 Blind Nailed 20 170 170 j 162 219 219 209 HardiePlank® 5/16 5.25 guage, 1.75 Through top 2 x 4 16 inch long roofing Nail edge of plank 40 170 165 153 219 213 197 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 No.11 Blind Nailed 20 170 159 145 219 205 187 HardiePlank® '/16 6.25 guage, 1.75 Through top 2 x 4 16 inch long roofing Nail edge of 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 20 164 145 132 212 187 171 HardiePlank® 5/16 7.25 guage, 1.75 Through top 2 x 4 16 inch long edge of plank 40 158 135 125 204 174 161 roofing Nail 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 No.11 Blind Nailed 20 161 142 130 208 183 167 HardiePlank® 5/16 7.5 guage, 1.75 Through top 2 x 4 16 inch long roofing Nail edge of plank 40 155 132 122 200 171 158 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 No.11 Blind Nailed 20 155 137 125 200 176 161 HardiePlank® 5/16 8 guagn helong5 Through top 2 x 4 16 roofing Nail edge of 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 20 152 134 123 197 173 158 HardiePlank® 5/16 825 gunge long, 1.75 Through top 2 x 4 16 roofing Nail edge of plank 40 146 125 115 189 161 149 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 No.11 Blind Nailed 20 142 126 115 184 162 148 HardiePlank® 5/ inch long 6 9 25 guage, ng Through top 2 x 4 16 roofing Nail edge of 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 20 140 124 113 181 160 146 HardiePlank® '/16 9.5 guage,1.75 Through top 2 x 4 16 inch long roofing Nail edge of plank 40 135 115 106 174 148 137 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 HardiePlank® 5/16 525 gunghelong5 Through top 2 x 4 24 roofing Nail edge of 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 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 20151BC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, V-d ) Vult 10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY a z e SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE1' (IN.) (FT.) B C D B C D 0-15 147 134 121 190 172 157 No. 11 Blind Nailed 20 147 130 118 190 168 153 HardiePlank® 5/16 6.25 guage, 1. 5 Through top 2 x 4 24 inch roofing Nail edge of 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® s/16 7.25 gunge, 1.75 Through top 2 x 4 24 20 134 118 108 173 153 140 inch long roofing Nail edge of plank 40 129 110 102 166 142 131 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No.11 Blind Nailed HardiePlank® s/16 7.5 guage,1.75 Through top 2 x 4 24 20 132 t 16 106 170 150 137 inch long edge of plank 40 126 108 100 163 139 129 roofing Nail 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 No.11 Blind Nailed 20 127 112 102 163 144 132 HardiePlank® 5/16 8 g n helong5 Through top 2 x 4 24 roofing Nail edge of plank 40 122 104 96 157 134 124 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 No.11 Blind Nailed 20 124 110 100 161 142 129 HardiePlank® '/16 8.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 119 102 94 154 132 122 roofing Nail 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 No.11 Blind Nailed 20 116 103 94 150 133 121 HardiePlank® 5/16 9.25 guage, 1.75 Through top 2 x 4 24 inch long edge of plank 40 112 95 88 144 123 114 roofing Nail 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 No. 11 Blind Nailed 20 114 101 92 148 130 119 HardiePlank® 5/16 9.5 glace long Through top 2 x 4 24 roofing Nail edge of plank 40 110 94 87 142 121 112 60 104 90 - 134 116 - No.8 x 11/4 Min.No. 0-15 168 168 137 217 217 177 in.long x 20 ga.x ® s 0.375 in. Blind 3.62"x 20 168 158 137 217 204 177 HardiePlank /,e 4 HD ribbed Screwed 1.375" 16 waferhead Metal C- 40 168 147 126 217 190 163 screws stud 60 168 137 121 217 177 156 No.8 x 11/4 Min.No. 0-15 168 168 137 217 217 177 in.long x 20 ga.x ® s 0.375 in. Blind 3.62"x 20 168 158 137 217 204 177 HardiePlank /,e 8 HD ribbed Screwed 1.375" 16 waferhead Metal C- 40 168 147 126 217 190 163 screws stud 60 168 137 121 217 177 156 No.8 x 11/4 Min.No. 0-15 168 158 142 217 204 183 in.long x 20 ga.x 20 168 158 131 217 204 169 HardiePlank® s/16 61/4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 126 217 190 163 waferhead Metal C- screws stud 60 158 137 121 204 177 156 ESR-2290 I Most Widely Accepted and Trusted Page 17 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design a's 1z Wind Speed, V,:d 1 Vw1 m,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME PRODUCT a z 1e SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE' (IN.) (FT.) B C D B C D No.8 x 11/4 Min.No. 0-15 168 152 126 217 196 163 in.long x 20 ga.x 20 168 147 116 217 190 150 HardiePlank® s/6 71/4 or 0.375 in. Blind 3.62"x 16 71/2 HD ribbed Screwed 1.375" 40 168 137 116 217 177 150 waferhead Metal C- screws stud 60 158 126 110 204 163 142 No.8 x 11/4 Min.No. 0-15 168 147 116 217 190 150 in.long x 20 ga.x 20 168 137 116 217 177 150 HardiePlank® s/6 6 0.375 in. Blind 3.62"x 16 waferhead Metaltal C- ribbed Screwed 1 40 158 126 105 204 163 136 screws stud 60 147 121 105 190 156 136 No.8 x 11/4 Min.No. 0-15 168 142 121 217 183 156 in.long x 20 ga.x 20 168 137 116 217 177 150 HardiePlank® s/6 8,/4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" waferhead Metal C- 40 158 126 110 204 163 142 screws stud 60 147 116 105 190 150 136 No.8 x 11/4 Min.No. 0-15 168 137 116 217 177 150 in.long x 20 ga.X 20 168 126 105 217 163 136 ® s 91/4 or 0.375 in. Blind 3.62"x HardiePlank /,s 91/2 HD ribbed Screwed 1.375" 16 waferhead Metal C- 40 158 116 105 204 150 136 screws stud 60 137 110 100 177 142 129 No.8 x 11/4 Min.No. 0-15 160 137 116 207 177 150 in.long x 20 ga.x 20 160 131 110 207 169 142 HardiePlank® s/16 4 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" waferhead Metal C- 40 152 121 105 196 156 136 screws stud 60 145 116 100 187 150 129 No.8 x 11/4 Min.No. 0-15 160 137 116 207 177 150 in.long x 20 ga.x 20 160 131 110 207 169 142 HardiePlank® '/16 6 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" waferhead Metal C- 40 152 121 105 196 156 136 screws stud 60 145 116 100 187 150 129 No.8 x 11/4 Min.No. 0-15 160 137 116 207 177 150 in.long x 20 ga.x 20 160 131 105 207 169 136 HardiePlank® s/6 61/4 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" waferhead Metal C- 40 154 121 105 199 156 136 screws stud 60 145 116 100 187 150 129 No.8 x 11/4 Min.No. 0-15 160 126 105 207 163 136 in.long x 20 ga.x 20 160 116 100 207 150 129 HardiePlank® s/1fi 71/4 or 0.375 in. Blind 3.62"x 24 71/2 HD ribbed Screwed 1.375" waferhead Metal C- 40 147 105 89 190 136 115 screws stud 60 137 89 89 177 115 115 No.8 x 11/4 Min.No. 0-15 160 121 100 207 156 129 in.long x 20 ga.x 20 158 116 100 204 150 129 HardiePlank® s/16 8 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" waferhead Metal C- 40 142 105 89 183 136 115 screws stud 60 131 100 89 169 129 115 No.8 x 11/4 Min.No. 0-15 160 121 100 207 156 129 in.long x 20 ga.x 20 158 116 100 204 150 129 HardiePlank® s/6 81/4 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" waferhead Metal C- 40 142 105 89 183 136 115 screws stud 60 126 100 1 89 163 129 115 ESR-2290 I Most Widely Accepted and Trusted Page 18 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, Vasd VuIt 10,11' PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME PRODUCT a z " SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD TYPE (IN.) (FT.) B 7C D B C D No.8 x 11/4 Min.No. 0-15 158 116 95 204 150 123 in.long x 20 ga.x 20 147 105 89 190 136 115 ® s 9'/4 or 0.375 in. Blind 3.62"x HardiePlank /,s 91/2 HD ribbed Screwed 1.375" 24 waferhead Metal C- 40 131 95 85 169 123 110 screws stud 60 121 89 85 156 115 110 6d-2 inch longong X 0-15 141 128 116 182 165 150 0.093 inch Blind Nailed 20 141 124 114 182 160 147 ® s shank X 2 x 4 HardiePlank l,s 5.25 0.222 inch Through top wood 16 40 135 116 107 174 150 138 head edge of plank diameter 60 128 111 103 165 143 133 siding nail 6d-2 inch longong X 0-15 126 114 104 163 147 134 0.093 inch Blind Nailed 20 126 111 102 163 143 132 ® s shank X 2 x 4 HardiePlank /1s 6.25 0.222 inch Through top wood 16 40 121 103 96 156 133 124 head edge of plank diameter 60 114 99 92 147 128 119 siding nail 6d-2 inch longong X 0-15 115 104 95 148 134 123 0.093 inch Blind Nailed 20 115 102 93 148 132 120 ® s shank X 2 x 4 HardiePlank /,s 7.25 0.222 inch Through top wood 16 40 110 94 87 142 121 112 head edge of plank diameter 60 104 91 - 134 117 - siding nail 6 inch long X 0-15 113 102 93 146 132 120 0.093 inch Blind Nailed 20 113 99 91 146 128 117 HardiePlank® '/16 7.5 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 108 93 85 139 120 110 head diameter 60 102 89 - 132 115 - siding nail 6d-2 inch 0-15 109 99 90 141 128 116 long X 0.093 inch Blind Nailed 20 109 96 87 141 124 112 HardiePlank® 5/16 8 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 104 89 - 134 115 - head diameter 60 99 85 - 128 110 - sidina nail 6g Xh long 0-15 107 97 88 138 125 114 long X 0.093 inch Blind Nailed 20 107 94 86 138 121 111 HardiePlank® 5/s 8.25 shank X Through top 2 x 4 16 0.222 inch edge of plank `Hood 40 102 88 - 132 114 head diameter 60 97 - 125 - I siding nail 6d-2 inch 0-15 100 90 129 116 long X 0.093 inch Blind Nailed 20 100 88 129 114 HardiePlank® '/16 9.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 96 - 124 - head diameter 60 90 - 116 - —siding nail 6d-2 inch 0-15 98 89 127 115 long X 0.093 inch Blind Nailed 20 98 87 127 112 HardiePlank® '/16 9.5 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 94 - 121 head diameter 60 89 115 siding nail ESR-2290 I Most Widely Accepted and Trusted Page 19 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3e12 Wind Speed, Vasd ) Vun10,1) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY 1 a SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE' (IN.) (FT.) B C D B C D 6d-2 inch longong X 0-15 115 104 95 148 134 123 0.093 inch Blind Nailed 20 115 102 93 148 132 120 HardiePlank® '/16 5.25 shank X Through top 2 X 4 24 0.222 inch edge of plank `Hood 40 110 94 87 142 121 112 head diameter 60 104 91 - 134 117 - siding nail 6d-2 inch longong X 0-15 103 93 133 120 - 0.093 inch Blind Nailed 20 103 91 133 117 HardiePlank® 5/6 6.25 shank X Through top 2 X 4 24 0.222 inch edge of plank Wood 40 99 - 128 _ head diameter 60 93 120 - siding nail 6g X 121 110 h long 0-15 94 85 long X - 0.093 inch Blind Nailed 20 94 - 121 - HardiePlank® 5/6 7 25 shank X Through top 2 X 4 24 0.222 inch edge of plank Wood 40 90 116 head diameter 60 85 110 siding nail 6d-2 inch long X 0-15 92 119 0.093 inch Blind Nailed 20 92 119 HardiePlank® 5/16 7.5 shank X Through top 2 X 4 24 0.222 inch edge of plank Wood 40 88 114 head diameter 60 - _ siding nail 6d-2 inch long X 0-15 89 115 0.093 inch Blind Nailed 20 89 115 HardiePlank® '/16 8 shank X Through top 2 X 4 24 0.222 inch edge of plank Wood 40 85 110 head diameter 60 - _ siding nail 6d-2 inch long X 0-15 87 1 112 0.093 inch Blind Nailed 20 87 112 HardiePlank® '/16 8.25 shank X Through top 2 x 4 24 0.222 inch edge of plank Wood 40 head _ diameter 60 - _ siding nail 0.092" 0-15 153 138 126 198 j 178 163 shank X face nailed 20 153 135 123 198 174 159 HardiePlank® 5/16 58.25 0.222"HD X through plank Wod 16 o 2.5"long overlap 40 146 125 116 188 161 150 galv.nail 60 138 120 112 178 155 145 0.092" 0-15 143 130 118 185 168 152 shank X face nailed 20 143 126 115 185 163 148 HardiePlank® 5/16 9.25 0.222"HD X through plank Wood 16 2. 5"long overlap r40137177 151 117 108 139 galv.nail 60 130 113 105 1 168 1 146 136 ESR-2290 I Most Widely Accepted and Trusted Page 20 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3912 Wind Speed, Vaad ) Vu1t10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT z 1,a SPACING HEIGHT THICK. WIDTH TYPE' METHOD TYPE (IN.) (FT.) B C D B C D 0-15 141 128 116 182 165 150 0.092" shank X face nailed 20 141 124 113 182 160 146 HardiePlank® '/16 9.5 0.222"HD X through plank 2 x 4 wood 16 2.5"long overlap 40 135 116 107 174 150 138 galv.nail 60 128 111 103 165 143 133 0-15 123 112 101 159 144 131 0.092" shank X face nailed 20 123 108 99 159 140 128 HardiePlank® 5/16 12 0.222"HD X through plank 2 x 4 16 2.5"long overlap wood 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 HardiePlank® 5/16 :58.25 nail,0.113" through plank 2 x 46 16 0.260"HD X overlap WOOd 40 194 166 153 250 214 198 2.375"L 60 184 159 148 238 205 191 8d ring 0-15 166 151 137 214 195 177 shank box face nailed 20 166 146 134 214 188 173 HardiePlank® 5/6 58 25 nail,0.113" through plank 2 x 46 24 0.260 hank X X overlap wood 40 159 136 126 205 176 163 2.375"L 60 151 131 121 195 169 156 0-15 151 137 125 195 177 161 0.092" shank X face nailed 20 151 133 122 195 172 158 HardiePlank® 5/16 58.25 0.222"HD X through plank wood 16 2"long galv. overlap 40 145 124 115 187 160 148 nail 60 137 119 111 177 154 143 0-15 187 170 154 241 219 199 0.092" shank X face nailed 20 187 165 151 241 213 195 HardiePlank® 5/16 58.25 0.222"HD X through plank wood 16 2.5"long overlap 40 180 154 142 232 199 183 galv.nail 60 170 147 j 137 1 219 190 177 Attached 0-15 207 188 171 267 243 221 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 207 183 167 267 236 216 HardiePlank® 5/16 5.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 199 170 157 257 219 203 head screw' center sheath... g only 60 188 163 152 243 210 196 Attached 0-15 183 166 151 236 214 195 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 183 161 147 236 208 190 HardiePlank® 5/16 6.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 176 150 139 227 194 179 head screw' center sheathin g only 60 166 144 134 214 186 173 Attached 0-15 165 150 136 213 194 176 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 165 145 133 213 187 172 HardiePlank® 5/16 7.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 158 135 125 204 174 161 head screw' center sheathin g only 60 150 130 120 194 168 155 Attached 0-15 150 136 124 194 176 160 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 150 133 121 194 172 156 HardiePlank® 5/16 8.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 144 123 114 186 159 147 head screws center sheathin g only 60 136 118 110 176 152 142 ESR-22901 Most Widely Accepted and Trusted Page 21 of 25 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 7 g 1Z Wind Speed, Vastl ) Vult 10,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT a z 1 e SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE' (IN.) (FT.) B C D B C D Attached 0-15 139 126 114 179 163 147 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 139 122 112 179 158 145 HardiePlank® s/16 9.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 133 114 105 172 147 136 head screws center sheathin g only 60 126 109 101 163 141 130 0.090" Attached 0-15 145 132 120 187 170 155 shank X blind nail to 7/16" s 0.215"HD X through top wood 7/16"WSP 20 145 128 117 187 165 151 HardiePlank® /,6 s8.25 1.5"tong edge of plank structural attached ring shank at 8 in.on panel per code 40 139 119 110 179 154 142 nails center sheathin g only 60 132 114 106 170 147 137 0.090" Attached 0-15 166 150 137 214 194 177 shank X blind nail to 7/16" s 0.215"HD X through top wood 7/16"WSP 20 166 146 133 214 188 172 HardiePlank® /1 6 s8.25 1.5"long edge of plank structural attached ring shank at 6 in.on panel per code 40 159 136 125 205 176 161 nails center sheathin g only 60 150 130 121 194 168 156 0.091" Attached 0-15 100 91 - 129 117 - shank, Face Nailed to 7/16" ® s 1.5" 0.221"HD, through the wood 7/16"WSP 20 100 88 129 114 HardiePlank /,6 <91/2 long overlap at 12" structural attached ring shank O.C. sheathinpanel per code 40 96 - 124 - nail 60 91 - 117 g only - - 0-15 184 167 152 238 216 196 0.092" shank X blind nail 20 184 162 148 238 209 191 Artisan®Lap s/6 5.25 0.225"HD X through top Wood? 16 2.25"long edge of plank 40 177 151 140 229 195 181 galv.Nail 60 167 145 135 216 187 174 0.092" 0-15 135 122 111 174 158 1 143 shank X blind nail 20 135 119 108 174 154 139 Artisan®Lap 5 /8 7.25 0.225"HD X through top Woody 16 2.25"long edge of plank 40 129 111 102 167 143 132 galv.Nail 60 122 106 98 158 137 127 0-15 117 106 96 151 137 124 0.092" shank X blind nail 2X4 20 117 103 94 151 133 121 Artisan®Lap 5 /6 8.25 0.225"HD X through top 7 16 2.25"long edge of plank Wood 40 112 96 88 145 124 114 galv.Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092" shank X blind nail 20 132 116 106 170 150 137 Artisan®Lap 5 /8 5.25 0.225"HD X through top Wood? 24 2.25"long edge of plank 40 126 108 100 163 139 129 galv.nail 60 119 104 96 154 134 124 0-15 99 90 - 12B 116 - 0.092" shank X blind nail 2X4 20 99 87 128 112 Artisan®Lap 5 /8 7.25 0.225"HD X through top 7 24 2.25"long edge of plank Wood 40 95 - 123 - galy.nail 60 90 - - 116 j - 0-15 88 114 0.092" shank X blind nail 20 88 114 Artisan®Lap 5 /8 8.25 0.225"HD X through top Wood? 24 2.25"long edge of plank 40 - - galy.nail 60 ESR-2290 I Most Widely Accepted and Trusted Page 22 of 25 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3 9 12 Wind Speed, Vaad ) VuH 10,11) PRODUCT SBUILDING EXPOSURE EXPOSURE STUD BU DIMENSION IN. FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE1-8 2 1'e SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D Min.No. 0-15 181 164 149 234 212 192 No.8 X 1- x a. 5/8"long X blind screw 20 g 20 181 159 146 234 205 188 Artisan®Lap 5/e 5.25 0.323"HD through top 3.62"x 16 ribbed bugle edge of plank 1.375 40 174 148 137 225 191 177 head screw Metal C- stud 60 164 142 132 212 183 170 Min.No. 0-15 157 142 129 203 183 167 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 157 138 126 203 178 163 Artisan®Lap 5/9 7.25 0.323"HD through top 3.62"x 16 ribbed bugle edge of plank 1'375 40 150 128 119 194 165 154 head screw Metal C- stud 60 142 123 114 183 159 147 Min.No. 0-15 149 135 123 192 174 159 No.8X1- 20ga.x 5/8"long X blind screw 20 149 131 120 192 169 155 Artisan®Lap 5/9 8.25 0.323"HD through top 1 375" 7 x 16 Me ribbed bugle edge of plank Metal C- 40 143 122 113 185 158 146 head screw tal stud 60 135 117 109 174 151 141 Min.No. 0-15 180 163 148 232 210 191 No.8 X 1- .x ga 20 5 5/8"long X blind screw 0 ga x 20 180 158 145 232 204 187 Artisan®Lap IB 5.25 0.323"HD through top 24 ribbed bugle edge of plank 1.375 40 172 147 136 222 190 176 head screw Metal C- stud 60 163 141 131 210 182 169 Min.No. 0-15 144 130 118 186 168 152 No.8 X 1- x 20 ga. 5/8"long X blind screw 20 144 127 116 186 164 150 Artisan®Lap 5/6 7.25 0.323"HD through top 3.62"x 24 ribbed bugle edge of plank 1'375 40 138 118 109 178 152 141 head screw Metal C- stud 60 130 113 105 168 146 136 Min.No. 0-15 132 119 108 170 154 139 No.8 X 1- x a. 5/8"long X blind screw 20 g 20 132 116 106 170 150 137 Artisan®Lap 5/8 8.25 0.323"HD through top 1 37 x 24 ribbed bugle edge of plank Metal C- 40 126 108 100 163 139 129 head screw stud 60 119 104 96 154 134 124 For SI: 1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 2Face=Fastened through the overlapping plank.Blind=Fastened through the top edge of single plank. 'Wind speed design assumptions per Section 30.4,Method 2,of ASCE 7-10: 1=1.0,Kzt=1,Kd=0.85,GCp,=0.18,GCp=-1.4. °ET&F pin fasteners have knurled shanks 5Fastener length shall be sufficient to penetrate back side of the minimum 7/16"WSP sheathing by at least Y."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. 'Vaad=nominal design wind speed. 10V„ft=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. 122015 and 2012 IBC Section 1609.3.1,Eqn. 16-33, Vaad=V„i1 0.6 ESR-22901 Most Widely Accepted and Trusted Page 23 of 25 TABLE 5-MV d 100 MPH;V.,i 129 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'2,,4,5 Building <02-inch wide 7'/4-&7'/2-inch wide 8-&81/4-inch wide 9'/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI:1 inch=25.4 mm, 1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlanke Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 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 W74CC,head diameter.=0.30 in.,shank diameter.=0.145 in., length=1.5 in.),Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.).'Maximum nominal design wind speed(V„d)shall be 100 mph.Maximum ultimate design wind speed(V,„)shall be 129 mph. °Interpolation of spacing to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 6-(V-d 110 MPH;V,,,,142 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL 1,2A5 Building : 602-inch wide 71/4-&7'/2-inch wide 8-&8'/4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. '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.=0.145 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 W74CC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed(Vasd)shall be 110 mph Maximum ultimate design wind speed(V,„)shall be 142 mph. Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 7-(Vasd 120 MPH;V„„155 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL 1,3A Building <602-inch wide 7'/4-&7'/2-inch wide 8-&81/4-inch wide 9'/4-&02-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlanke Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in.,length=1.3 in.). Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.5 in.).'Maximum nominal design wind speed(V,sd)shall be 120 mph.Maximum ultimate design wind speed(Vu,n)shall be 155 mph. °Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 I Most Widely Accepted and Trusted Page 24 of 25 TABLE 8-(Vasd 130 MPH;V.,t 168 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'2,4.5 Building <6/Z-inch wide V/4-&V/2-inch wide 8-&8/4-inch wide 9'/4-&9'/2-inch wide Height Exposure Exposure Exposure Exposure (feet) B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 1 17 13 1 11 1 15 11 1 10 13 10 1 9 For SI:1 inch=25.4 mm, 1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlank®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head dia.=0.30 in.,shank dia.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W74CC,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.). ZArtisan 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 W74CC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed shall be 130 mph.Maximum ultimate design wind speed(Vu,,)shall be 168 mph. 'Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 9-(Vasd 140 MPH;V,dt 181 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''''4'S Building <61/2-inch wide 71/4-&7'/2-inch wide 8-&8'/4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. '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 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.). ZArtisan 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 W74CC,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 shall be 140 mph.Maximum ultimate design wind speed(V,,,t)shall be 181 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 10-(Vasa 150 MPH;V,,,t 194 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'2,4.5 Building <02-inch wide 7'/4-&7'/2-inch wide 8-&81/4-inch wide 9'/4-&02-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. '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.),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.). ZArtisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco NailPro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed shall be 150 mph.Maximum ultimate design wind speed(V,,t)shall be 194 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 1 Most Widely Accepted and Trusted Page 25 of 25 TABLE 11—ALLOWABLE BASIC WIND SPEEDS(mph)FOR HARDIESHINGLEM (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBC/IRC,2006 2015 IBC/IRC and 2012 IBC IBC/IRC (Ultimate Design Wind Speed, (Basic Wind Speed,V„d1'2,6) V.,J.”) Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Fastener Location Building B C B C feet 8inch exposure 0-15 126 110 163 142 2 roofing nails 9 inches from 20 126 105 163 136 butt edge 40 126 95 163 123 60 126 89 163 115 7inch exposure 0-15 126 126 163 163 2 roofing nails 8 inches from 20 126 121 163 156 ,s Min.0.121 in.shank 40 126 110 163 142 Minimum /32 inch thick , butt edge plywood complying with DOC 0.371 in.HD x 1/4 in.long 60 126 105 163 136 PS 1-95 corrosion resistant roofing 0-15 126 126 163 163 Nail 6 inch exposure 20 126 126 163 163 2 roofing nails 7 inches from 40 126 121 163 156 butt edge 60 126 116 163 150 5inch exposure 0-15 126 126 163 163 2 roofing nails 6 inches from 20 126 126 163 163 butt edge 40 126 121 163 156 60 126 116 1 163 150 For SI 1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05.1=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2V-d=nominal design wind speed. 'Vur=ultimate design wind speed. °Wind speed design assumptions per Section 30.4,of ASCE 7-10.Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1.Eqn.16-33, V„d=V,,,t 0.6 TABLE 12—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLET- (NEW HARDIESHINGLET-) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBC/IRC,2006 2015 IBC/IRC and 2012 IBC IBC/IRC (Ultimate Design Wind Speed, (Basic Wind Speed,Vsd"'S) V.,'") Weather Exposure and Height of Exposure ategory Exposure Category Sheathing Type Siding Fastener Type Fastener Location Building B C B C feet 8inch exposure 0-15 126 89 163 115 2 siding nails 9 inches from 20 126 89 163 115 butt edge 40 105 85 136 110 60 100 129 7inch exposure 0-15 126 105 163 136 2 siding nails 8 inches from 20 126 100 163 129 Minimum /,s inch thick OSB Min.0.091 in.1 shank x butt edge 40 121 95 156 123 sheathing complying with 0.221 in.HD x 1/2 in.long 60 116 89 150 115 corrosion resistant siding 0-15 126 116 163 150 DOC-PS 2-95 Nail 6 inch exposure 20 126 110 163 142 2 siding nails 7 inches from 40 butt edge 126 105 163 136 60 126 95 163 123 0-15 1 126 116 163 150 5inch exposure 20 126 110 163 142 2 siding nails 6 inches from 40 butt edge 10 126 5 163 136 60 126 95 163 123 For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 Ms. 'Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05.1=1.0,Kzt=1,Kd=0.85,GCpi=0,18,GCp=-1.4. 2V„d=nominal design wind speed. 'V,,,=ultimate design wind speed. "Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V„d= TABLE 13—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLETM” (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBC/IRC,2006 2015 IBC/IRC and 2012 IBC IBC/IRC (Ultimate Design Wind Speed, (Basic Wind Speed,V„d''='c) Vd„3.4) Weather Exposure and Fastener Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Location Building B C B C feet 8inch exposure, 0-15 116 116 150 150 3 nails for shingles greater than 8 in. 20 110 110 142 142 wide,2 nails for shingles 8 in.wide and 0 100 129 129 40 10 narrower,9 inches from drip edge 60 0 95 123 123 7inch exposure 0-15 126 126 163 163 Min.0.091 in.shank x 3 nails for shingles greater than 8 in. 20 121 121 156 156 Minimum 1,s inch thick OSB , wide,2 nails for shingles 8 in.wide and 40 110 110 142 142 0.221 in.HD x 1/2 in.long sheathing complying with narrower,8 inches from drip edge 60 105 105 136 136 DOC-PS 2-95 corrosion resistant siding Nail 6 inch exposure 0-15 126 126 163 163 3 nails for shingles greater than 8 in. 20 126 126 163 163 wide,2 nails for shingles 8 in.wide and 40 126 126 163 163 narrower,7 inches from drip edge 60 121 121 156 156 5in&exposure 0-15 126 126 163 163 3 nails for shingles greater than 8 in. 20 126 126163 163 wide,2 nails for shingles 8 in.wide and 40 126 126 163 163 narrower,6 inches from drip edge 60 121 121 1 156 156 For Sl:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:1=1.0,Kzt=1,Kd=0.85,GCpi=0.16,GCp=-1.4. 2V„d=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. 52015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V„d=V„n 0.6 ESICCEVALUATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2016 Revised November 2016 This report is subject to renewal March 2018. www.icc-es.orq 1 (800) 423-6587 1 (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. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.oameshardie.com infopiameshardie.com EVALUATION SUBJECT: HARDIESHINGLE TM (NEW HARDIESHINGLE') PANELS, HARDIEPLANKTr LAP SIDING, ARTISAN LAP SIDING, AND HARDIESHINGLE TM (NEW HARDIESHINGLE) INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HARDIESHINGLETM (NEW HARDIESHINGLE) PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE) INDIVIDUAL SHINGLES, recognized in ICC-ES master evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 Califomia Building Code(CBC) ■ 2016 California Residential Code' (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKT- LAP SIDING, ARTISAN`" LAP SIDING, and HARDIESHINGLE T"^ (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 International Building Code`' (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17, and 17A, 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 2015 International Building Code (IBC) provisions of the master report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLE TM (NEW HARDIESHINGLE) PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN` LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLE') INDIVIDUAL SHINGLES. described in Sections 2.0 through 7.0 of the K'GES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to he construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter m this report,or as to any product covered by the report. Copyright©2016 ICC Evaluation Service,LLC All rights reserved. Page 1 of 2 • ESR-2290 I Most Widely Accepted and Trusted Page 2 of 2 master evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2015 International Residential Code(IRC)provisions noted in the master 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 2015 International Residential Code (IRC) provisions of the master 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 Wildland—Urban Interface Code. This supplement expires concurrently with the master report reissued March 2016, and revised November 2016.