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1194 E Linkside Ct RES20-0004 Siding RESIDENTIAL PERMIT PERMIT NUMBER j5 r� 1.; R ES20-0004 CITY OF ATLANTIC BEACH - s ISSUED: 1/16/2020 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 7/14/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1194 E LINKSIDE CT RESIDENTIAL ALTERATION NEW HARDIE PLANK LAP RESIDENTIAL SIDING $773.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172374 5140 SELVA LINKSIDE UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: MURPHY MARGARET A 16448 INCHCAPE RD MOSELEY VA 23120 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES Mme. 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 455-0000-208-0600 0 $2.00 TOTAL: $136.50 Issued Date: 1/16/2020 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER 2, CITY OF ATLANTIC BEACH RES20-0004 800 SEMINOLE ROAD ISSUED: 1/16/2020 :.,... EXPIRES: 7/14/2020 i ATLANTIC BEACH. FL 32233 Issued Date: 1/16/2020 2 of 2 i, • City of Atlantic Beach APPLICATION NUMBER rJs�. �. Building Department (To be assigned by the Building Department.) _- A80l0anStiecmBienoaclehR, Folaodrida 32233-5445 F E 2 0004 j Phone(904)247-5826 • Fax(904)247-5845 fir-/'Z E-mail: building-dept@coab.us I Date routed: /ac,City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 ` 4- L 1 SKS i OC _ -- PropertyDepartment review required yley No �uildinn Applicant: 0 C,LD ND C--(e..__> arming &Zoning Tree Administrator • . Project: l 13 i (\.7G —kAgDIC— LAP 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 By 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: BUILDING PLANNING &ZONING Reviewed by: Date:01-9-}0 TREE ADMIN. Second Review: Approved as revised. Eenie nNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: //r3'old FIRE SERVICES Third Review: pproved as revised. ❑Deni . ❑Not applicable Comments: Reviewed by: /71 Date: /'/ / w Revised 05/19/2017 BuildingPermit Application ! Updated l0/9/18 OFFICE COP \f City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us c� /J Job Address: I qy LI/1�KSItr C/ Permit Numbera- -LCD __ UUo"-1- Legal Description,SEL VA /_/A// 1J)t O/V/r / t_.(>7 1,7 RE# ' 7) 371 - S7'1 Valuation of Work(Replacement Cost)$ 773. 6).._ Heated/Cooled SF Non-Heated/Cooled • Class of Work: New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail t,",he�type of work to be performed: Re PLAcimr T )+E wool) ,301.05- W /r14- F/JBE,' C E ti e", - x>H Ri) 61 Di"6. Florida Product Approval# ))NO Crg for multiple products use product approval form Property Owner Information Name �'.1�R614-I?i T May Address P11a'1 ti6Kn Zt1' LJ4Y City M1bf.. 7-10._,/✓ State (/A Zip 2.3!13 Phone Sal x-6,''7 — 7681 E-Mail JULtetil rg700 Act-co' Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) \\ Contractor Information PQ f' I S CSO r\ ; r ,c . ) 9 c 4 - 5 Z 50 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 0 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 RECORDIN YOU' NOTICE OF COMMENCEMENT. ('ignat.re of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this et`day of Signed and sworn to(or affirmed)before me this day of S? , 20'22, by JENN i Pr--12-G Si r p c , ,by U `-"i ,k i (Signature of Notary) (Signature of Notary) •„.,.ry V ,r.t.0,,INAP7. V Personally Known OR,. 0'""N, SEN G. STEMACK : [ 1 Personally Known OR [ ]Produced Identificatio6 � ,�,/� MYCOMMISSION 14FFy"'2s ,.i [ ]Produced Identification Type of Identification: ``'4,46,"'�/a EXPIRES'March Type of Identification: Revision Request/Correction to Comments **ALL INFORMATION .�"�L1%��;_ HIGHLIGHTED IN L-,' #1111111-, \ City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 � (I � � Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT �T Ly4Revision to Issued Permit OR ❑ Corrections to Comments Date: I 'LJ'-2 DX Project Address: \ I I 4 Lr1J Com^-' k 6, A+vvr\i1G 16bcur\-- ( L dad ?2 Contractor/Contact Name: \DO ',it lr )4 AV Contact Phone: 9ogrS31 -d0 3a Email: 1(1ItLk) 0-7 C..) 0 aU( ,( 2,71.----- Description of Proposed Revision/Corrections: -clkilm4, 117, -1^Q. CO1 I teA-- Cioc,iS 4 sittii _th___ \r) tA_wprtie_ _ \-144 UkStA it r7s 1---(--N7--- 1‘,, /77-, rm, I a, 1,\A-k- l A.'L affirm the revision/correction to comments is ine Avi...f t Oroposed oranges: (printed name) I • ill proposed revision/corrections add additional square footage to original:submittal? JAN 9 2020 No ❑ Yes (additional s.f.to be added: ) Building Department • W ll proposed revision/corrections add additional increase in building value to or �itsfith thtt "' f?r; ^h= >"t". jfllo ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 94.----__ ----- - /-0-1-- 0 (Office Use Only) M yl Approved %I 'enied Not Applicable to Department Permit Fee Due$ so, 00 Revision/Plan Review Comments & q Ili sa-Z r, PIM t AO 4 v bm'. -)f-f ' j'n-ic, brousl. i It coive.c401 Department Review Required: uilding 1/41 Planning&Zoning eviewed By )r-- Tree Administrator Public Works l Public Utilities ! ~ 0 /—/ q -a6 Public Safety Da Fire Services Updated 10/17/18 —r. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 4NROWATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 1/9/2020 Permit#: RES20-0004 Site Address: 1194 E LINKSIDE CT Review Status: denied RE#: 172374 5140 Applicant: Property Owner: MURPHY MARGARET A Email: Email:JULIEW1870@AOL.COM Phone: Phone: 8046397688 9049945250 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. The Product Approval Number, 12098, submitted for the siding material did not match the required informational instruction documents that were submitted with the permit application. The FL# is for a Nichiha cement board siding company. The documents submitted were for James Hardie Building Products, cement siding products. Please resubmit the correct FL# for the siding to be installed and the installation instructions and the Evaluation Report for that FL#. 2 copies please. 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. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 —61119 BUILDING REVIEW COMMENTS Date: 1/13/2020 Permit#: RES20-0004 Site Address: 1194 E LINKSIDE CT Review Status: Denied _ RE#: 172374 5140 Applicant: Property Owner: MURPHY MARGARET A Email: Email:JULIEW1870@AOL.COM Phone: Phone: 8046397688 9049945250 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. Now that we know that the material to be used is Nichiha, you must choose 1 of the 5 Nichiha products that share that number (FL# 12098) and submit the installation instruction and evaluation report that corresponds to that number. 2 copies each. Building n Mike Jones far V i ire pM a '`1 Ste+! t1 ?� 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. OFFICE COPY 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#: f2CScC) -09/ 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: 1 114 LI 11P 15tDnEn CT t 4T A-AMC LYfIQCI� 1FL- /3�a337 Owner Name: MAR61IR / CMOP�P1 / ,,�t Phone Number: 50L-1 Mailing Address: '�1Q� , , , T1X//Wz WAY City: M IV HN State: V}t Zip: ),3113 Notarized Signature of Owner /14,41,771 _------- Thex foregoi instrument was acknowledged before me thisWA-,- day o£ kuPt12�' 0)20 2in the State of Florida, County orD • Signature of Notary Public t/J C.V`-J " JEN G. STEMACK 46MYcoMM1SSION#FF977125 [f] Personally Known OR [ ] Produced Identification g rEXPIRES:March 30,2020 og Type of Identification: Updated 10/24/18 7-- OFFICE COPY tnterteCode Compliance Research Report REVIEWEDRR- 2 8 Total Quality.Assured. FOR CODE COMPLIANCE CC 5 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL Issue Date: 10-31-2016 REQUIREMENTS AND CONDITIONS Revision Date:06-28-2019 Renewal Date: 10-31-2019 REVIEWED BY: j�� DATE: /y-aU DIVISION:07 00 00-THERMAL AND MOISTURE PROTECTION Use on exterior walls permitted to be of Type V Section:07 45 00—Fiber-reinforced Cementitious Panels construction. Use on walls required to be of fire-resistance-rated REPORT HOLDER: construction. Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 2.0 STATEMENT OF COMPLIANCE Johns Creek,Georgia 30097 www.nichiha.com The NichiProducts'" siding products recognized in this report comply with the Codes listed in Section 1.1,for the properties REPORT SUBJECT: stated in Section 1.2, and uses stated in Section 1.3, when NichiProducts" Fiber-Cement Siding Products installed as described in this report, including the Conditions of Use stated in Section 6. 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 2018,2015,and 2012 International Building Code°(IBC) 3.1 NichiProduds" Fiber Cement Siding Products: 2018,2015,and 2012 International Residential Code The siding products are used for lap and panel siding. A (IRC) description of the siding products, their dimensions and 2017 and 2014 Florida Building Code—Building(FBC)and their intended application is in Table 2. Residential(FRC)(including HVHZ)(see Section 9) 2016 and 2013 California Building Code—Building(CBC) 4.0 PERFORMANCE CHARACTERISTICS and Residential(CRC)(see Section 9) 4.1 Physical Properties: The siding products comply with NOTE: This report references 2018 Code sections. Section ASTM C1186, Type A, Grade II, in accordance with IBC numbers in earlier editions may be different. Section 1403.10[1404.10]and IRC Section R703.10. 1.2 The NichiProducts" siding products described in this 4.2 Wind Resistance: The maximum allowable wind report have been evaluated for the following properties(see pressure for each of the siding products is described in Table 1): Tables 3,4,5 and 6. Physical properties Wind resistance 4.3 Surface Burning Characteristics: The siding products Surface burning characteristics have a flame spread index of 0 and a smoke-developed index Noncombustibility of 0,when tested in accordance with ASTM E84. Weather protection Fire-resistance-rated construction 4.4 Noncombustibility: The siding products are noncombustible building construction materials complying 1.3 The NichiProducts" siding products have been with IBC Section 703.5 as determined by testing in evaluated for the following uses(see Table 1): accordance with ASTM E136. Use as an exterior wall covering in accordance with IBC Section 1405.16 and IRC Section R703.10. 4.5 Weather Protection: Siding products are installed in Use on exterior walls in Types I,II,Ill,and IV construction accordance with Section 5.2 of this report. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek 101 Version:6 April 2017 • (i •AA:r•;-. - .• - i ••-• 7 , - „ • '-'• - • :; ;- • 7-- ... ..••• " 4 ;!''70 '.••-01.W.r2liTita • • -• • :,, : • • •• ; '3,?••. • •''0,4 :ft33.1014•1:9011?51 • .3$))kt...", Tyt4441; Tt..1'31..1:1-1 1•.:`. oet; Iftiz .?6,F-;; - .11%)":117),Zi ' •-- • • - !.! ? P?!:1 r1.4411 ' : •••• VICTTP„''.14',•-•• ‘').1 krfftilt>?•„:1-:,,9/1 t. ,!--, 5e.S1 1.1 • • ;,ftstt,,3•11•,:!! ?Pic ; :"•7; • 1( ••••,•.; ••„ry,ricl ,•r^, • ;in: ‘di,.1;!•<,•,tle•,14 j,- o1 ,8i c; b . • - e; ' LlvL:••1•,,:r„ !Tyr, _ •1. 7 • .1 '!;H' )1•1AA) 1-'•`‘ " • - .•••••,•-t.,•• P. fir,,!-; • T:‘,••:.`i • !t, -• '• •": N ,x,11,1? . ,',4•••• : aso' , •r 55.• ••• M.'?6• — • ' • ' ' • ' • . •• ,.;' - • •.•• !,;. r. I • ,:• •••-i•; •A't ..`:-,••••4 ,14 •- , (,"1);7•;'''i it. :4(;"1-‘1,' hi?' .". -- - ',VI -)if • 5:r • 9r!; V..fs • ••-1 • :1 &4411- - Y ;$.7!iL,2 le; , 14, E,t •, 19r1 •;:•••ip •• ;1 fiE, ..fl•cit19,mq 1,0E ar •',',i1")"!4 'fab,••••. „ll ••..r.6k,k i.11•1•451-?,..%of) .,•- attfs'il 4' ...il,SV/Vrinag 4 koY *Imo.) 111 . • • • • • Code Compliance Research Report CCRR-0258 Page 2 of 25 4.6 Fire-resistance-rated Construction: Fire-resistance- 6.4 The NichiProducts" siding products are produced rated construction is outside the scope of this report. under a quality control program with inspections by Intertek Testing Services NA,Inc. 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: The siding must be installed in accordance with the Nichiha 7.1 Reports of tests in accordance with ASTM C1186,ASTM USA Inc., published installation instructions, the applicable E84,ASTM E136,and ASTM E330. Code, and this Research Report. A copy of the 7.2 Data in accordance with the ICC-ES Acceptance Criteria manufacturer's instructions must be available on the jobsite for Fiber Cement Siding Used as Exterior Wall Siding(AC90), during installation. dated June 2012(editorially revised September 2015). 5.2 Application: 7.3 Intertek Listing Report "Nichiha NichiProducts" Fiber Under the IBC,the siding products must be installed over a Cement Siding Products" on the Intertek Directory of water-resistive barrier complying with Sections 1403.2 Building Products. [1404.2] and 1402.5 [1403.5] and must be attached as described for the specific assembly in Tables 3,4,5,6,7,and 7.4 Documentation of an Intertek approved quality control 8. system for the manufacturing of products recognized in this report. Under the IRC,the siding products must be installed over a water-resistive barrier complying with Section R703.2. Lap 8.0 IDENTIFICATION siding and panel siding may be installed as described in Table R703.3(1),for areas in which the design pressure does not The NichiProducts" siding products are identified with the exceed 30 pounds per square foot and the mean roof height Nichiha USA Inc., name, and address,the product name, the does not exceed the limits in Table R703.3.1,or as described Intertek Mark as shown below, and the Code Compliance in Tables 3 through 6. For conditions that exceed these Research Report number(CCRR-0258). limits,the panels must be installed as described in Table 9. CODE COMPLIANCE 6.0 CONDITIONS OF USE 6.1 Installation must comply with this Research Report,the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report Intertek governs. ccRR-0258 6.2 When allowable wind speed is determined in accordance with Table 3,the allowable wind speed must be equal to or greater than the design wind speed calculated in 9.0 OTHER CODES accordance with the applicable Code. 9.1 California Building Code 6.3 When the wall construction includes a combustible 9.1.1 Scope of Evaluation: water-resistive barrier and is required to be of Type I,II, Ill, or IV construction,use of the siding products is limited to a The NichiProducts° siding products were evaluated for maximum 40 feet in height above grade plane except under compliance with the 2016 and 2013 California Building Code, the 2018 [2015] IBC where data has been presented to the including Chapter 7A. The siding products are building official demonstrating compliance with the noncombustible materials as defined in CBC Section 202 and Exception to Section 1402.5[1403.5]. as permitted for use on exterior walls in CBC Section 707A.3. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek A 'ko Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 3 of 25 9.1.2 Conclusion: Attachment of NichiProducts for compliance with the The siding products,described in Sections 2.0 through 7.0 of High Velocity Hurricane Zone (HVHZ) provisions of the this report, comply with the 2016 and 2013 California 2017 Florida Building Code — Building and the Florida Building Code,subject to the conditions noted in Section 6.0 Building Code—Residential is described in Table 8 of this of this report. Section numbers for the CBC—Building and report. Residential correspond to the 2015 IBC and IRC section In HVHZ applications, the NichiProducts siding must be numbers. installed over CBS construction or 5/8 in.(5-Ply)plywood supported by 2 by studs or 2 by 6,No.18 gage metal studs, 9.2 Florida Building Code spaced at 16 inches on center. Section numbers for the FBC — Building and Residential 9.2.1 Scope of Evaluation: correspond to the 2015 IBC and IRC section numbers. Intertek is a Florida State Product Evaluation Entity. The NichiProductsTM siding products were evaluated for compliance with the 2017 and 2014 Florida Building Code — Building, Florida Building Code — Residential and 10.0 CODE COMPLIANCE RESEARCH REPORT USE Florida Building Code — Energy Conservation. 10.1 Approval of building products and/or materials can 9.2.2 Conclusion: only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.2 Code Compliance Research Reports shall not be used Florida Building Code —Building, Florida Building Code — in any manner that implies an endorsement of the product Residential and Florida Building Code—Energy,subject to by Intertek. the following conditions: • Use of the NichiProducts Siding in Types I, II, Ill or IV 10.3 Reference to the https://bpdirectorv.intertek.com is construction, is as permitted in Florida Building Code — recommended to ascertain the current version and status of Building,Section 1406.2.1. this report. This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 130 Derry Court•York• Pennsylvania • 17406 ® intertek.com/building Intertek PCA Version:6 April 201: 0 Code Compliance Research Report CCRR-0258 Page 4 of 25 TABLE 1—PROPERTIES EVALUATED 2018 and 2015 2018 and 2015 2017 and 2017 and 2014 FBC— 2016 and 2013 CBC PROPERTY2014 FBC- Residential IBC SECTION' IRC SECTION' Building 1403.10 Physical properties [1404.10] R703.10 1404.10 R703.10 1404.10 1403.10 Surface burning characteristics [1404.10] R703.10 1404.10 R703.10 1404.10 Noncombustibility 703.5 NA 703.5 NA 202,703.5 1404.16 Wind resistance [1405.16] R703.16 1405.16 703.1.2 1405.16 Weather resistance 1403.2[1404.2] R703.2 1404.2 R703.2 1404.2 1 Section numbers may be different for earlier versions of the International and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Nominal Thickness Product Name Siding Dimensions Intended Use Description (in.) Width:5.25,6.25,7.25,8.25, Smooth or Cedar NichiBoard"'plank 5/16 9.25 and 12 inches Lap siding Length:12 feet finish 4 feet by 8 feet Cedar,Smooth,Stucco NichiPanel' sheets 5/16 4 feet by 10 feet Panel siding and Grooved-8-in.- 4 feet by 12 feet oc-Cedar finish NichiStraightr"and Designed to look like 5/16 16 inches wide by 4 foot long Lap panel siding individual cedar NichiStaggered'"lap panels shakes Width:6.25,8.25 and 12 Designed to look like NichiShake'"cladding 5/16 inches Lap shingle siding individual cedar Length:18 inches shakes 12,16 inches wide by 12 feet Vented or Nonvented; NichiSoffit'" 1/4 24,48 inches ng by 8 feet Soffit Smooth or Cedar finish long ® 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building; 0. Intertek Version:6 April 2017 el Code Compliance Research Report CCRR-0258 Page 5 of 25 Table 3-Design Loads for Negative Transverse Wind Load(NichiBoard""Plank)1'4'7 Effective Fastener Spadng ASCE 7-05 Bask ASCE 7-10 or ASCE Allowable Building 7-16 Ultimate Frame/ Framin Wind Speed(MPH) Wind MPH 3 B Design Height Speed( ) Siding Type Siding Fasteners Face/Blind Horizontal Field(in) Type Pressure(psi)6 (ft) (in) Exp B Exp C Exp D Exp B Exp C Exp D 15 143 130 118 185 168 153 20 143 126 115 185 163 149 25 143 124 113 185 160 146 5.25/6.25 SPF -49.5 30 143 121 111 185 156 144 40 138 118 109 178 152 140 50 133 115 106 172 148 137 16 60 130 113 105 168 146 135 15 170 162 147 210 209 190 20 170 157 144 210 203 185 25 170 154 141 210 199 182 DF -76.5 30 170 151 139 210 195 179 40 170 146 135 210 189 174 50 166 143 132 210 184 171 5.25"/6.25" 6d Double HD MAZE Coil Nail Face 60 162 140 130 209 181 168 NichiBoard"' 15 117 106 97 151 137 125 20 117 103 94 151 133 122 25 117 101 93 151 130 119 SPF -33.0 30 117 99 91 151 128 117 40 112 96 89 145 124 114 50 109 94 87 141 121 112 24 5.25/6.25 60 106 92 86 137 119 110 15 146 132 120 188 171 155 20 146 128 117 188 166 151 25 146 126 115 188 162 149 OF -51.0 30 146 123 113 188 159 146 40 140 119 110 180 154 142 50 135 117 108 175 151 140 60 132 115 106 171 148 137 15 170 170 155 210 210 200 MAZE 8d nail—2-1/2 inches 20 170 166 151 210 210 195 5.25"/6.25" 25 170 162 148 210 209 191 long,0.279-inch dia.head, 16 5.25/6.25 SPF g5 NichiBoard" 30 170 159 146 210 205 188 0.123-inch dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 15 121 110 100 156 142 129 20 121 107 97 156 138 126 25 121 104 96 156 135 123 16 5.25/6.25 SPF -35.1 30 121 102 94 156 132 121 40 116 99 92 150 128 118 50 112 97 90 145 125 116 5.25"/6.25" 6d Double HD MAZE Coil Nail 60 110 95 88 142 123 114 Blind NichiBoard" 15 99 90 — 127 116 -- 20 99 87 — 127 112 — 25 99 85 — 127 110 — 24 5.25/6.25 SPF -23.4 30 99 — — 127 108 — 40 95 — — 122 — -- 50 92 — -- 118 — — 60 90 -- -- 116 — — (ED 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building r3 Intertek - Version:6 April 2017 le Code Compliance Research Report CCRR-0258 Page 6 of 25 Table 3-Continued(NichiBoard" Plank)1•4.7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fastener5 Face/Blind Field(in) Type 6 (in) Pressure(psf) (ft) Exp B Exp C Exp 0 Exp B Exp C Exp D 15 130 118 108 168 153 139 20 130 115 105 168 149 136 7/16" 25 130 113 103 168 145 133 12 5.25/6.25 OSB -41.0 30 130 110 101 168 142 131 40 125 107 99 162 138 128 50 121 105 97 157 135 125 60 118 103 95 153 133 123 15 113 103 93 146 132 120 20 113 100 91 146 129 117 7/16" 25 113 98 89 146 126 115 -30.7 30 113 96 88 146 123 113 OSB 40 108 93 86 140 120 111 50 105 91 - 136 117 108 16 5.25/6.25 60 103 89 - 132 115 107 15 153 139 126 197 179 163 Double HD MAZE 20 153 135 123 197 174 159 5.25"/6.25" Asphalt&Fiberglass 25 153 132 121 197 170 156 Blind SPF -56.1 30 153 129 119 197 167 153 NichiBoard' Shingle Nail 40 147 125 116 189 162 149 50 142 122 113 183 158 146 60 139 120 112 179 155 144 15 92 - - 119 108 - 20 92 - - 119 105 -- 7/16" 25 92 - - 119 -- - -20.5 30 92 -- - 119 -- - OSB 40 89 - - 114 - -- 50 86 - - 111 -- - 24 5.25/6.25 60 - - - 108 - - 15 125 113 103 161 146 133 20 125 110 100 161 142 130 25 125 108 99 161 139 127 SPF -37.4 30 125 105 97 161 136 125 40 120 102 94 154 132 122 50 116 100 93 150 129 119 60 113 98 91 146 127 118 15 170 170 170 210 210 210 20 170 170 170 210 210 210 20 GA 25 170 170 170 210 210 210 16 5.256.25 -136.3 30 170 170 170 210 210 210 Steel 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 Face 15 170 170 160 210 210 207 20 170 170 156 210 210 202 Aerosmith 5.25"/6.25" Fastening 20 GA 25 170 168 154 210 210 198 24 5.25/6.25 -90.9 30 170 164 151 210 210 195 NichiBoard" Systems, Steel 40 170 159 147 210 206 190 VersaPin 50 170 156 144 210 201 186 60 170 153 142 210 197 183 15 107 97 88 138 125 114 20 107 94 86 138 122 111 25 107 92 - 138 119 109 20 GA Blind 16 5.25/6.25 -27.5 30 107 90 - 138 117 107 Steel 40 103 88 - 132 113 - S0 99 86 - 128 111 -- 60 97 - - 125 109 -- 130 Derry Court•York• Pennsylvania• 17406 intertek.com/building httertek •CA.,i, Version:6 April 2017 le Code Compliance Research Report CCRR-0258 Page 7 of 25 Table 3-Continued(NichiBoard^"Plankl1'4'7 Effective Fastener Spaong Allowable ASCE 7-05 Basic ASCE 7-10 Ultimate Frame/Horizontal Framing Design Building Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fasteners Face/Blind Field(in) Type 6 Height(ft) (in) Pressure(psf) Exp B Exp C Exp D Exp B Exp C Exp D 15 133 121 110 172 156 142 20 133 117 107 172 152 138 25 133 115 105 172 148 136 SPF -42.7 30 133 113 103 172 145 134 40 128 109 101 165 141 130 50 124 107 99 160 138 128 16 7.25 _ 60 121 105 97 156 135 126 15 166 150 136 210 194 176 20 166 146 133 210 188 172 25 166 143 131 210 184 169 DF 30 166 140 129 210 181 166 -66.0 40 159 136 125 205 175 162 50 154 133 123 199 171 159 Face 60 150 130 121 194 168 156 15 109 99 90 140 127 116 20 109 96 88 140 124 113 7.25"NichiBoard" 6d Double HD 25 109 94 86 140 121 111 SPF 30 109 92 — 140 119 109 MAZE Coil Nail -28.4 40 104 89 -- 135 115 106 50 101 87 -- 130 112 — 24 7.25 60 99 86 — 127 110 — 15 135 123 111 175 158 144 20 135 119 109 175 154 140 25 135 117 107 175 151 138 DE -44.0 30 135 114 105 175 147 136 40 130 111 102 167 143 132 50 126 108 100 162 140 130 60 123 106 99 158 137 128 15 104 95 86 135 122 111 20 104 92 -- 135 119 108 25 104 90 — 135 116 106 Blind 16 7.25 SPF -26.1 30 104 88 — 135 114 — 40 100 85 — 129 110 — 50 97 — — 125 108 — 60 95 — — 122 106 — 15 170 170 155 210 210 200 MAZE 8d nail—2-1/2 20 170 166 151 210 210 195 inches long,0.279- 25 170 162 148 210 209 191 face 16 7.25 SPF -85 inch dia.head,0.123- 30 170 159 146 210 205 188 inch dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 IP) 130 Derry Court•York• Pennsylvania • 17406 OF intertek.com/building Irdertek Version:6 April 2017 < 1 $ } \ / r. | f II.I ± % i , ƒ 7 , { \ : 4 ® J; 2° i` , n ^ � t � \ 3 3 ' ® � ` ` n 0 ] -0 z I 2 E a. ) o | _ Mil~ , CI , 7 � $ % m 0 \ 2 = en \ } i 702 E. � ° A- o , , / - 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O . ` # � _ 8 ; \ ¥ ; ! $ ! § § § § E § § § § 25 } ; § E § § ; III _ \ � ° G : Gw �o 12- 1 ' , » l � , � � U1w : f ! & % ! § § ; § . *; , , , § 27leta ! �:11IN � II ; y § § § § , OI N , N , NiU-1. N , e , 0k5 \ $ § 2 8EEEE3 ; ' k § § 5 § 8E [ E § § § y £ k8 7 d\ , , , , . . . 7 • yF \ ¥ Rk7 � k ; ; yy § AAA4 ■ e Code Compliance Research Report CCRR-0258 Page 9 of 25 Table 3-Continued(NichiBoardn Plank)1,4,7 Effective Fastener Spacing Nlowa ASCE 7-05 Basic ASCE 7-10 Ultimate Building 5 Frame/Horizontal Framing We Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fastener Face/Blind Field(in) Type Desi Height(ft) On) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 _ 30 170 170 170 210 210 210 20 GA 40 170 170 167 210 210 210 16 7.25 Steel -117.5 50 170 170 164 210 210 210 60 170 170 162 210 210 209 Aerosmith 15 170 164 149 210 210 192 Fastening 20 170 159 145 210 205 188 7.25" 25 170 156 143 210 201 184 NicNiBoard" Systems, Face 30 170 152 140 210 197 181 VersaPin 20 GA 24 7.25 _78.g 40 170 148 137 210 191 176 Steel 50 168 145 134 210 187 173 60 164 142 132 210 183 170 15 125 113 103 161 146 133 20 125 110 100 161 142 130 25 125 108 99 161 139 127 30 125 105 97 161 136 125 SPF -37.5 40 120 102 95 155 132 122 50 116 100 93 150 129 120 60 113 98 91 146 127 118 15 155 141 128 200 182 165 20 155 137 125 200 177 161 25 155 134 123 200 173 158 16 8.25 30 155 131 121 200 169 156 DF -58,0 40 149 127 118 192 164 152 50 144 124 115 186 161 149 60 141 122 113 182 158 146 15 102 92 -- 132 119 108 20 102 90 -- 132 116 106 25 102 88 -- 132 114 - 30 102 86 -- 132 111 - SPF -25.0 40 98 - -- 126 108 - 6d Double HD 50 95 - -- 122 105 - MAZE Coil Nail Face 60 92 - - 119 - - 15 127 115 104 164 148 135 825" 20 127 112 102 164 144 132 24 8.25 25 127 109 100 164 141 129 NichiBoard" 30 127 107 98 164 138 127 DF -38.6 40 122 104 96 157 134 124 50 118 102 94 152 131 121 60 115 100 93 148 129 120 15 170 170 155 210 210 200 MAZE 8d nail-2- 20 170 166 151 210 210 195 1/2 inches long, 0.279-inch dia. Face 16 8.25 SPF -85 25 170 162 148 210 209 191 head,0.123-inch 30 170 159 146 210 205 188 dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 OD130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek 01 Version:5 April 2017 te Code Compliance Research Report CCRR-0258 Page 10 of 25 Table 3-Continued(NichiBoard^"Plank)1,4,7 Effective Fastener Spacing Allowa ble ASCE 7-05 Basic ASCE 7-10 tftimate Framing Desi Budding Frame/HorizontalWind Speed(MPH)2 Wind Speed(MPH)3 Siding Type siding Fasteners Face/Blind (in) Feld(in) Type gn Height(ft) Pressure Exp B Exp C Exp 0 Exp B Exp C Exp D 15 111 100 91 143 130 118 20 111 98 89 143 126 115 25 111 96 87 , 143 123 113 30 111 94 86 143 121 111 40 106 91 -- 137 117 108 50 103 89 -- 133 114 106 Double HD MAZE 7/16" Asphalt& 12 8.25 OSB -29.5 Fiberglass Shingle 60 100 87 -- 130 112 — Nail 15 138 126 114 178 162 147 MAZE R-104,1- Blind 3/4'long,0.326 20 138 122 111 178 157 143 in.dia.head, 25 138 119 109 178 154 141 0.144 in.dia. 30 138 117 107 178 151 139 shank 16 8.25 SPF -46 40 133 113 105 171 146 135 50 128 111 103 166 143 132 8.25" 60 125 108 101 162 140 130 Nichi8oard^' 15 170 170 170 210 210 210 20 170 170 167 210 210 210 25 170 170 164 210 210 210 20 GA 30 170 170 161 210 210 208 16 8,25 Steel -103.3 40 170 170 157 210 210 203 50 170 166 154 210 210 199 60 170 163 151 210 210 195 Aerosmith 15 169 153 139 210 198 180 Fastening 20 169 149 136 210 193 176 Systems,VersaPin Face 25 169 146 134 210 188 173 20 GA 30 169 143 131 210 185 170 24 8.25 Steel -68.8 40 162 139 128 210 179 165 50 157 136 126 203 175 162 60 153 133 124 198 172 160 ® 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 a Code Compliance Research Report CCRR-0258 Page 11 of 25 Table 3-Continued(NichiBoard'"Plank)1.4.7 Effective Fastener Spacing Allowable Building ASCE 7-0S Basic ASCE 7-10 Ultimate Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fasteners Face/Blind Field(in) T 6 (in) Type Pressure(psf)6 Exp B Exp C Exp C Exp B Exp C Exp D 15 118 107 97 152 138 125 20 118 104 95 152 134 122 25 118 102 93 152 131 120 30 118 100 92 152 129 118 SPF -33.4 40 113 97 89 146 125 115 50 110 94 88 141 122 113 60 107 93 86 138 120 111 15 147 133 121 189 172 156 20 147 129 118 189 167 152 25 147 126 116 189 163 150 16 9.25 30 147 124 114 189 160 147 DF -51.7 40 141 120 111 182 155 143 50 136 117 109 176 152 140 60 133 115 107 172 149 138 15 96 87 — 124 113 -- 20 96 — — 124 110 — 25 96 -- — 124 107 -- 30 96 — — 124 -- — SPF -22.3 40 92 -- — 119 — — 6d Double HD 50 89 — — 115 -- — 60 87 — -- 113 -- — MAZE Coil Nail 24 915 15 120 109 99 154 140 127 20 120 106 96 154 136 124 9.25" 25 120 103 95 154 133 122 NichiBoard' Face 30 120 101 93 154 131 120 40 115 98 91 148 127 117 DF -34.5 50 111 96 89 144 124 115 60 109 94 87 140 122 113 15 170 170 155 210 210 200 MAZE 8d nail—2-1/2 20 170 166 151 210 210 195 inches long,0.279- 25 170 162 148 210 209 191 16 9.25 SPF 85 inch dia.head,0.123- 30 170 159 146 210 205 188 inch dia.shank 40 170 154 142 210 199 184 50 170 150 140 210 194 180 60 170 147 137 210 190 177 15 99 90 — 127 116 105 20 99 87 — 127 112 — 25 99 85 — 127 110 -- Double HD MAZE 30 99 — — 127 108 — Asphalt&Fiberglass 7/16"OSB 40 95 — — 122 -- -- Shingle Nail 12 915 -23.5 50 92 -- — 118 -- -- 60 90 — — 116 -- -- 9.25" 15 119 108 98 153 139 126 NidJBoard"' MAZE 8-104 nail:1- Blind 20 119 105 96 153 135 123 3/4"long,0.326 in. 25 119 102 94 153 132 121 16 915 SPF -34 dia.head,0.144 in. 30 119 100 92 153 130 119 dia.shank 40 114 97 90 147 126 116 50 110 95 88 143 123 114 60 108 93 87 139 120 112 ® 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 101 Code Compliance Research Report CCRR-0258 Page 12 of 25 Table 3-Continued(NichiBoard`"Plank)1.4•' Effective Fastener Spacing Allowable Building ASCE 7-0S Bask ASCE 7-10 Ultimate Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Siding TYPe Siding Fasteners Face/Blind Field(in) Type (in) Pressure(psf)6 (ft) Exp B Exp C Exp C Exp B Exp C LIT D 15 170 170 161 210 210 208 20 170 170 157 210 210 203 25 170 169 155 210 210 200 30 170 165 152 210 210 196 20 GA 40 170 160 148 210 207 191 16 9.25 Steel -92.1 50 170 157 145 210 202 188 60 170 154 143 210 199 185 Aerosmith 15 160 145 132 206 187 170 Fastening 20 160 141 129 206 182 166 9.25" 25 160 138 126 206 178 163 Systems, Face NichiBoard"' 30 160 135 124 206 174 160 VersaPin 20 GA 40 153 131 121 198 169 156 24 9-25 Steel -61.4 50 148 128 119 192 165 153 60 145 126 117 187 162 151 0[E!) 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Irdeftek Version:6 April 2017 e Code Compliance Research Report CCRR-0258 Page 13 of 25 Table 3-Continued(NichiBoardrm Plank)1'4'' Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type siding Fasteners Face/Blind Field On) Type 6 (in) Pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 103 94 85 134 121 110 20 103 91 -- 134 118 108 25 103 89 -- 134 115 106 30 103 87 — 134 113 -- 40 99 — — 128 110 — SPF -25.8 50 96 — — 124 107 — 60 94 — — 121 105 — 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 16 12 30 129 109 100 166 140 129 DF -39.8 40 123 106 97 159 136 126 50 120 103 96 154 133 123 60 117 101 94 151 131 121 -- 15 — -- — 109 — — 20 — — — 109 — — 25 — — — 109 — — 30 — -- — 109 — — 40 — -- -- — — — SPF -17.250 — — _ — — — 6d Double HD 12"NichiBoard"' MAZE Coil Nail Face 60 — — -- — — — 15 105 95 87 136 123 112 20 105 93 -- 136 120 109 25 105 91 -- 136 117 107 24 12 30 105 89 — 136 115 105 40 101 86 — 130 111 — DF -26.6 50 98 — — 126 109 — 60 95 — -- 123 107 — 15 170 156 142 210 201 183 20 170 151 138 210 196 179 25 170 14.8 136 210 191 175 30 170 145 133 210 187 172 70 GA 40 165 141 130 210 182 168 16 12 Steel -71.0 50 160 138 128 206 178 165 60 156 135 126 201 175 162 Aerosmith 15 140 127 116 181 164 149 Fastening 20 140 124 113 181 160 146 Systems, 25 140 121 111 181 156 143 12"McitiBoard"' Face 30 140 119 109 181 153 141 Versa Pin 20 GA 4o 135 115 106 174 149 137 24 12 Steel -47.3 50 130 112 104 168 145 134 60 127 110 103 164 142 132 Notes: 1.Nl hlBoard'"fiber cement lap siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kdl equal to 0.85,an internal pressure coefficient(GCpi)equal to+/-018, and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and SCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpl)equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. S.Fastener specifications for those used in testing are outlined in Table 9 of this IMertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described In this table may be applied where the NichiBoard Plank is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 Inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ® 130 Derry Court•York• Pennsylvania • 17406 0 intertek.com buildin - K Intertek PCA-101 Version:6 April 2017 N w m to .m. ti n N 01 tO V .y 03 tO ON N MMon on o CO tO to m O I0 m pi n a, V1 m o n V1 m to en co . . 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S N N W W ~ A p A N l� l� '� 0 0 0 0 ~ ~ ~ N N N y.l V O F. .-.N 75 S O W• N 00• O W W `8 00 N A J O C N A 8 VI V l0 W V7 V O 8 AR C m T1 N N N N N N N N N N N N N 1-r N s V J J t N tO N 2 N p pp N W W W W W N N p� p� p� p� S OJ A l0 A N N O O O O O O O V1 888888-186), R A A A W m O Ol Ol 01 V+ $ T Ot Ol O+ !p N Ol 8 8 V 00 g g 8�p O O N N W W t W A Vt Ol Ol V V 8p0 00 O p ~ l+ N ~ r W W M A A ,T " O 'fl 5111 ▪ L 00 N Ql t0 A ut 00 W t0 W V O W Or V M+ $ W V N Ol O Ut V lD H V• V O W W O� W V f1 C Vl Q .. .- .. .� v 3 N A • a A A N V1 Vt J J V CO CO 00 LO N N N N N W W A Y N V1 Cr, Qa Q� 0 Q N N W W W A Al 0 W VI VD Vl CO N Cr CO W O, lO A N Cu CD JO A J LD A 00 A 00 lA J JZO N N W OT 0 a J 0 Ul Code Compliance Research Report CCRR-0258 Page 16 of 25 Table 4-Continued(NichiPaneI a Sheet)1,4,7 Fastener Spacing Bunking ASCE 7-05 Basic ASCE 7-10 Ultimate Framing Framing Allowable Design 2 s Perimeter G Height Wind Speed(MPH) Wind Speed(MPH)3 Panel Fastener (in) Field(in) Type Spacing Pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 30 170 170 170 210 210 210 40 170 170 169 210 210 210 16"o.c. -119.8 50 170 170 166 210 210 210 60 170 170 163 210 210 210 15 170 165 150 210 210 194 20 170 161 147 210 207 189 8d Masonite Siding SPF 25 170 157 144 210 203 186 Nails 4 4 Lumber 30 170 154 142 210 199 183 40 170 149 138 210 193 178 24"o.c. -79.9 50 169 146 135 210 188 175 60 165 143 133 210 185 172 ® 130 raDerry Court•York• Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 101 Code Compliance Research Report CCRR-0258 Page 17 of 25 Table 4-Continued(NichiPanel" Sheet)1,4'7 Fastener Spacing ASCE 7-05 Basic ASCE 7-10 Ultimate Building Framing Framing Allowable Design Perimeter Height Wind Speed(MPH)2 Wind Speed(MPH)3 S Panel Fastener (in) Field lin) Type Spacing Pressure(psf) (ft) Exp B Exp C Exp D 6x7 8 6x7 C Eno D 15 152 138 126 197 179 162 20 152 134 123 197 173 158 25 152 131 120 197 170 156 30 152 129 118 197 166 153 40 146 125 115 189 161 149 16"o.c. -55.9 50 142 122 113 183 158 146 60 138 120 111 179 155 144 15 124 113 103 161 146 132 20 124 110 100 161 142 129 SPF 25 124 107 98 161 139 127 Lumber 30 124 105 97 161 136 125 40 119 102 94 154 132 122 24"o.c. -37.3 50 116 100 92 149 129 119 60 113 98 91 146 126 117 15 142 129 117 183 166 151 20 142 125 114 183 162 148 25 142 123 112 183 158 145 30 142 120 110 183 155 142 40 136 116 108 176 150 139 16"o.c. -48.5 50 132 114 105 170 147 136 Grabber 48 Flat 60 129 112 104 166 144 134 Wafer Head Screws 6 12 15 116 105 96 150 136 123 20 116 102 93 150 132 121 20 GA 25 116 100 92 150 129 118 Steel 30 116 98 90 150 127 116 40 111 95 88 144 123 113 24"o.c -32.4 50 108 93 86 139 120 111 60 105 91 — 136 118 109 15 170 169 154 210 210 199 20 170 165 150 210 210 194 25 170 161 147 210 208 190 30 170 158 145 210 204 187 40 170 153 141 210 198 182 16"o.c. -83.8 50 170 149 138 210 193 179 60 169 147 136 210 190 176 15 152 138 126 197 179 162 20 152 134 123 197 173 158 SPF 25 152 131 120 197 170 156 Lumber 30 152 129 118 197 166 153 40 146 125 115 189 161 149 24"o.c. -55.9 50 142 122 113 183 158 146 60 138 120 111 179 155 144 15 170 158 143 210 204 185 20 170 153 140 210 198 181 25 170 150 137 210 194 177 30 170 147 135 210 190 174 40 167 143 132 210 184 170 16"o.c. -72.8 50 162 139 129 209 180 167 Grabber48 Flat 60 158 137 127 204 177 164 Wafer Head Screws 8 8 15 142 129 117 183 166 151 20 142 125 114 183 162 148 20 GA 25 142 123 112 183 158 145 Steel 30 142 120 110 183 155 142 40 136 116 108 176 150 139 24"o.c. -48.5 50 132 114 105 170 147 136 60 129 112 104 166 144 134 ® 130 Derry Court•York• Pennsylvania• 17406 intertek.com/building ir�terbek n i Version:6 April 2017 te Code Compliance Research Report CCRR-0258 Page 18 of 25 Table 4-Continued(NichiPanel^"Sheet)1.4.7 Fastener Spacing ASCE 7-05 Bask ASCE 7-10 Ultimate Building 5 Perimeter Framing Framing Allowable Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Panel Fastener (in) Field(in) Type Spacing Pressure(psf) (ft) Erm B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 30 170 170 167 210 210 210 40 170 170 163 210 210 210 16"o.c- -111.8 50 170 170 160 210 210 207 60 170 170 158 210 210 203 15 170 160 145 210 206 187 20 170 155 142 210 200 183 SPF ,. 25 170 152 139 210 196 180 Lumber 30 170 149 137 210 192 176 40 169 144 133 210 186 172 24"o.c. -74.5 50 164 141 131 _ 210_ 182 169 60 160 138 129 206 179 166 15 170 170 166 210 210 210 ___ 20 170 170 162 210 210 209 25 170 170 159 210 210 205 30 170 170 156 210 210 201 40 170 165 152 210 210 196 16"o.c. -97.0 50 170 161 149 210 208 192 Grabber#8 Flat 60 170 158 147 210 204 189 Wafer Head Screws 6 6 15 164 149 135 210 192 174 20 164 145 132 210 187 170 20 GA 25 164 141 130 210 183 167 Steel 30 164 138 127 210 179 164 40 157 134 124 203 174 160 24"o.c. -64.6 50 152 131 122 197 170 157 60 149 129 12 192 167 155 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 30 170 170 170 210 210 210 40 170 170 170 210 210 210 16"o.c. -136.0 50 170 170 170 210 210 210 60 170 170 170 210 210 210 15 170 170 160 210 210 207 20 170 170 156 210 210 202 SPF 25 170 167 153 210 210 198 Lumber 30 170 164 151 210 210 195 40 170 159 147 210 206 190 24"o.c -90.6 50 170 156 144 210 201 186 60 170 153 142 210 197 183 15 170 170 170 210 210 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 30 170 170 170 210 210 210 40 170 170 170 210 210 210 16"o.c. -136.0 50 170 170 170 210 210 210 Grabber#8 Flat 60 170 170 170 210 210 210_ Wafer Head Screws 4 4 15 170 170 160 210 210 207 20 170 170 156 210 210 202 20 GA 25 170 167 153 210 210 198 Steel 30 170 164 151 210 210 195 40 170 159 147 210 206 190 24"o.c -90.6 50 170 156 144 210 201 186 60 170 153 142 210 197 183 OD130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertelk Version:6 April 2017 te Code Compliance Research Report CCRR-0258 Page 19 of 25 Table 4-Continued(NichiPaneln"Sheet)1.4'7 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate Framing Framing Allowable Design 2 3 Panel Fasteners Perimeter 6 Height Wind Speed(MPH) Wind Speed(MPH) (in) Field(in) Type Spacing Pressure(psf) (ft) Eta B Exp C Exp D Exp B Eta C Etat D 15 110 100 91 142 129 117 20 110 97 89 142 126 115 25 110 95 87 142 123 113 Aerosmith Fastening 30 110 93 86 142 120 111 20 GA 40 106 90 — 137 117 108 Systems,VersaPin 6 12 Steel 16"o.c. -29.3 50 102 88 — 132 114 106 60 100 87 — 129 112 — 15 135 123 111 174 158 144 20 135 119 109 174 154 140 25 135 117 107 174 150 138 Aerosmith Fastening 30 135 114 105 174 147 135 20 GA 40 130 111 102 167 143 132 Systems,VersaPin 8 8 Steel 16"o.c. -43.9 50 126 108 100 162 140 129 60 123 106 99 158 137 127 15 156 141 129 201 183 166 20 156 137 126 201 178 162 25 156 13S 123 201 174 159 30 156 132 121 201 170 156 Aerosmith Fastening 20 GA Systems,VersaPin 6 6 16"o.c. -58.5 150 128 118 193 165 152 Steel 50 145 125 116 187 161 149 60 141 123 114 183 158 147 15 170 170 158 210 210 203 20 170 169 154 210 210 199 25 170 165 151 210 210 195 30 170 161 148 210 208 192 40 170 157 145 210 202 187 16"o.c. -87.9 50 170 153 142 210 198 183 60 170 150 140 210 194 180 15 122 110 100 157 143 129 20 122 107 98 157 139 126 Aerosmith Fastening 20 GA 25 122 105 96 157 136 124 Systems,VersaPin 4 4 Steel 30 122 103 95 157 133 122 40 117 100 92 151 129 119 24"o.c. -35.6 50 113 98 90 146 126 117 60 110 96 89 143 124 115 Notes: 1.NlchlPanel^'fiber cement flat sheet siding may only be installed on vertical walls.Fasteners must be instated in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/- 0.18,and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table may be applied where the NichiPanel is attached to ASTM C90 fully-grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. ® 130 Derry Court•York• Pennsylvania• 17406 0 intertek.com/building •.. Intertek PCA-101 Version:6 April 2017 a Code Compliance Research Report CCRR-0258 Page 20 of 25 Table 5-Design Loads for Negative Transverse Wind Load(NichiStraight1/NichiStaggered5 Lap Panel)1,4,7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Frame/Horizontal Feld(in) Fnaming Design 6 Height Wind Speed(MPH)2 Wind Speed(MPH)3 9�ngTWe Siding Fasteners Face/66nd ype (in) Pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 99 90 -- 128 116 105 20 99 87 — 128 113 — 25 99 85 — 128 110 — 30 99 -- -- 128 108 -- 7/16" 40 95 — -- 122 -- -- 12 8.625 OSB -23.5 --- 50 92 — — 119 — — 60 90 — -- 116 — — 15 122 111 101 158 143 130 20 122 108 98 158 139 127 25 122 105 96 158 136 125 30 122 103 95 158 133 122 Blind 40 117 100 92 151 129 119 16 8.625 SPF -35.9 50 113 98 91 146 126 117 60 111 96 89 143 124 115 6d Double HD MAZE 15 100 90 -- 129 117 106 Coil Nail 20 100 88 — 129 113 — 25 100 86 -- 129 111 _ — NichiStraight"'/ 30 100 -- — 129 109 — NichiStaggered'" 2q 8.625 SPF -23.9 40 96 — — 123 106 — 50 93 — -- 120 -- — 60 90 — -- 117 — — 15 170 155 141 210 200 181 MAZE 8d nail: 2-1/2 20 170 150 137 210 194 177 in.long,0.279 in.dia. 25 170 147 134 210 189 174 head,0.123 in.dia. Blind 16 8.625 SPF -70 30 170 144 132 210 186 171 shank 40 164 140 129 210 180 167 50 158 136 127 205 176 163 60 154 134 _125 _ 199 173 161 15 144 130 118 185 168 153 20 144 127 116 185 163 149 25 144 124 114 185 160 147 #8-18 Wafer Head Blind 30 144 121 112 185 157 144 NichiStraight"'/ 20 GA 40 138 118 109 178 152 140 NichiStaggered"' ROCK-ON"Screws 24 8.625 Steel -49.6 50 133 115 107 172 149 138 60 130 113 105 168 146 136 Notes: 1.NlchiStraight"/NIchlStaggered"Lap Panel fiber cement siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/- 0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(Gcpi)equal to+/-0.18, and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 8.Allowable design pressures for assemblies described in this table may be applied where the NichiStraight/NichiStaggered lap panels are attached to ASTM C90 fully- grouted CMU block wall using ITW Ramset TE Series power actuated fasteners(ICC-ES ESR-1799).Minimum fastener embedment is 1 inch;fasteners must be placed a minimum of 5.1 inches from the edge of the wall. Q130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek P r.n i o Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 21 of 25 Table 6-Design Loads for Negative Transverse Wind Load(NichiShaker"Shingles)1,4,7 Fasteners per Shake Allowable ASCE 7-0S Basic ASCE 7-10 Ultimate Siding6-1/4" 8-1/4" Sheathing Design Pressure Building Wind Speed(MPH)2 Wind Speed(MPH)3 Fastner Width Width 12"Width Type (osf)6 Height(ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 113 102 93 146 132 120 20 113 99 91 146 128 117 25 113 97 89 146 126 115 6d Double HD MAZE 30 113 95 88 146 123 113 2 2 3 7/16"OSB -306 40 108 93 85 140 119 110 . Coil Nail 50 105 90 -- 135 117 108 60 102 89 -- 132 115 106 Notes: 1.Nichishake"fiber-cement shingle siding may only be installed on vertical walls.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-dulled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Ed)equal to 0.85,an internal pressure coefficient(GCpi)equal to+/- 0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Ed)equal to 0.85,an internal pressure coefficient(GCpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 130 Derry Court•York• Pennsylvania • 17406 410 intertek.com/building Intertek - Version:6 April 2017 ei Code Compliance Research Report CCRR-0258 Page 22 of 25 Table 7-Design Loads for Negative Transverse Wind Load(NichiSoffit"') ASCE 7-10 Ultimate ASCE 7-05 Basic Allowable Building Wind Speed(MPH)' Fastener Framing Wind Speed(MPH) Framing Type Design Height Spacing(in.) Spacing(in.) Pressure(psf) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 169 154 210 210 199 1-3/4-in.-long Maze 20 170 165 150 210 210 194 double hot dipped 12 Wood,2 x 4, 25 170 161 147 210 208 190 galvanized ring- 8 min.specific -84.4 30 170 158 145 210 204 187 shank nails(0.125- Max.16-inch- in.shank dia.,0.365- gravity 0.42 wide panels 40 170 153 141 210 198 182 50 170 149 138 210 193 179 in.head dia.) 60 169 147 136 210 190 176 15 170 155 141 210 200 181 20 170 150 137 210 194 177 MAZE CEM-6 nail:2 16 Wood,2 x 4, 25 170 147 134 210 189 174 in.long,0.278 in. 6 min.specific -70 30 170 144 132 210 186 171 dia.head,0.119 in. Max.24-inch- gravity 0.42 40 164 140 129 210 180 167 dia.shank wide panels 50 158 136 127 205 176 163 60 154 134 125 199 173 161 1-1/2-in.-long 4d 15 124 113 103 161 146 132 hot dipped 24 20 124 110 100 161 142 129 galvanized ring- Wood,2 x 4 8 25 124 107 98 161 139 127 shank nails(0.120- min.specific -37.6 Max.16-inch- 30 124 105 97 161 136 125 in.shank dia.,0.219- gravity 0.42 wide panels 40 119 102 94 154 132 122 in.head dia.) 50 116 100 92 149 129 119 60 113 98 91 146 126 117 15 — -- — 109 — — 6d lap siding nails Wood,2x4,min. 24 20 — — -- 109 -- -- (0.12-in shank dia., 25 — — — 109 — -- 8 specific gravity -18.3 2-in.long,17/64-in. 0 42 Max.48-inch- 30 — -- — 109 — — head dia.) wide panels 40 _ _ _ — _ -- — — — -- — -- 60 — — — — — 15 96 87 -- 124 113 — 24 20 96 -- -- 124 110 -- #8 x 1-1/4-in.self- No.20 gage 25 96 — -- 124 107 -- 8 -21.6 30 96 -- — 124 — -- piercing lath screws steel Max.48-inch- 40 92 -- — 119 — -- wide panels 50 89 — -- 115 — -- 60 87 — -- 113 — -- 130 Derry Court•York• Pennsylvania • 17406 40 (11) intertek.com/building Wertek Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 23 of 25 Table 7-Continued Notes: 1.NichlSoffit"'sheets may only be installed on soffits.Fasteners must be installed in a way that does not damage the board during installation. Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.ASCE 7-05 Basic Wind Speeds are based upon occupancy category II,a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi)equal to 4/- 0.18,and an external pressure coefficient(GCp)equal to-1.4.The effects of topographic features have not been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 and ASCE 7-16 Ultimate Wind Speeds are based upon a wind directionality factor(Kd)equal to 0.85,an internal pressure coefficient(GCpi) equal to+/-0.18,and an external pressure coefficient(GCp)equal to-1.4.Under ASCE 7-16,the wind speeds are based on Ke=1.0.The effects of topographic features have not been considered and the wind speed has been limited to 210 mph. 4.The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with the corresponding wind speed. 5.Fastener specifications for those used in testing are outlined in Table 9 of this Intertek CCRR.These specifications may be used by the designer of record to determine the acceptability of alternative fasteners. 6.Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener. 7.Framing and bracing are beyond the scope of this evaluation report. 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building Intertek Code Compliance Research Report CCRR-0258 Page 24 of 25 Table 8—Design Loads for Negative TAS 202 and TAS 203 Transverse Load(Florida Building Code) Siding Type Fastening And Nominal Framing Material Fasteners and Fastening Allowable Design Pressure(psf) Method Thickness(in.) 2x4 S.P.F.studs MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia. NichiBoard up to 9.25" FACE width(5/16"thick) 16"o.c. Nail head,0.123 in.dia.shank)through plywood into -85 psf 5/8"APA Plywood studs 16 in.o.c. 2x4 S.P.F.studs MAZE CEM-6 nails(2 in.long,0.278 in.di.Head, NichiPanel FACE 16"o.c. 0.119 in.dia.shank)through plywood into studs -75 psf (5/16") 5/8"APA Plywood Nail every 6 in.perimeter and field NichiStaggered/ 2x4 S.P.F.studs BLIND MAZE 8d CEM-8 nail(2-1/2 in.long,0.279 in.dia. NichiStraight 16"o.c. head,0.123 in.dia.shank)through plywood into -70 psf (5/16") 5/8"APA Plywood Nail studs 16 in.o.c. NichiSoffit up to 24"width 2x4 S.P.F.studs FACE MAZE CEM-6 nails(2 in.long,0.278 in.dia.head, 0.119 in.dia.shank)into studs every 6 in. -70 psf (1/4"[hick) 16"o.c. Nail perimeter and field Notes: 1.NichiPanel products may only be installed on vertical walls.NichiSoffit may only be installed on soffits.Fasteners must be installed in a way that does not damage the board during installation.Where necessary,pre-drilled holes may be used in combination with hand-nailed fasteners to avoid damage to the fiber cement product. 2.The values in this table are based on testing per TAS 202 and 203 and represent the allowable design pressures of the siding. 3.Framing and bracing are beyond the scope of this evaluation report. • ® 130 Derry Court•York • Pennsylvania • 17406 intertek.com/building htertek • Version:6 April 2017 ,0) Code Compliance Research Report CCRR-0258 Page 25 of 25 Table 9-Specifications of Tested Fasteners Head Thank Minimum Fastener Length Diameter Diameter11��33 Fastener Penetration Withdrawal Siding Fastener (in) (in) (in) Mathrfal SidingsType into Material(in) Value(lbs) NichiPanel" 1"/n 42.2 NichiBoard'"(Face) 1'/a 34.4 NichiBoard'"(Blind) 1"/t,, 42.2 SPF NichiStraight""/ NichiStaggered"' 1'/a 34.4 NichiBoard"'(Face) 1'/e 53.1 DF NichiBoard'"(Blind) 1"/te 65.2 2 0.237 0.099 NichiStraight'"/ 6d Double HD MAZE Coil '/t"058 NichiStaggered'" 'In 16.9 Nail 'Its"OSB NichiShake"" 'in 16.9 NichiBoard'"(Face) 1'/r 45.9 2.5 0.236 0.097 SPF NichiBoard'"(Blind) 2'/tb 53.6 NichiFrontierr"(Face) 1'/e 29.8 SPF NichiFrontier""(Blind) 1'/n 41.4 NichiStraight""/ 6d Ring Shank Double HD MAZE '/m"OSB NichiStaggered" /16 17.9 Coil Nail 2 0.233 0.105 SVP 8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanel'" 2'/tr, 65.2 NichiBoard"'(Face) 11/, 35.5 SPF NichiBoard"'(Blind) 1'/,s 45.4 Double HD MAZE Asphalt SVP NichiBoard""(Blind) 1'/n 70.1 &Fiberglass Shingle Nail 1.75 0.365 0.125 NichiBoard'"(Face) 'in 21.3 '/�j'OSB Nich,Board""(Blind) '/t6 21.3 Grabber ff8 Flat Wafer SPF NichiPanel'" 1s/te 85.0 Head Screws6 1.625 0.406 0.166 20 GA Steel NichiPanel"" -- 88.3 NichiPanel"' -- 94.7 NichiBoard''(Face) -- 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoard'"(Blind) - 94.7 Systems,VersaPin7 1.375 0.251 0.107 20 GA Steel NichiPanel"' -- 94.7 #8-18 Wafer Head ROCK-ON"' 8 1.625 0.395 0.162 20 GA Steel NichiStraight"V Screws NichiStaggered'" - 95.0 Concrete 1.25 0.300 0.145 Block NichiBoard"'(Face) 3/4 233.1 Aerosmith Fastening NichiBoard"'(Blind) 1'/a 233.8 Systems,SurePin' Concrete NichiStraight'"/ 2 0.300 0.145 Block1'/a 233.8 NichiStaggered'" Notes: 1.SPF(Spruce-Pine-Fir)framing material is assumed to have a Specific Gravity of 0.42 or greater. 2.DF(Douglas Fir)framing material is assumed to have a Specific Gravity of 0.5 or greater. 3.058 sheathing material is assumed to have a Specific Gravity of 0.5 or greater.Where fasteners are installed through OSB sheathing into SPF studs,a Specific Gravity of 0.42 shall be assumed for the entire fastener penetration depth. 4.SVP(Southern Yellow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater. S.Alternative fasteners must meet the minimum head and shank diameters listed in Table 8.The required length and withdrawal capacity shall be determined by the design professional of record in accordance with the requirements of Table 3.4.5.6,and 7 of this Intertek CCRR. 6.Fastener pull-out capacity based on manufacturer(Grabber Construction Products,Inc.)technical data sheet and a safety factor of 3. 7.Fastener pull-out capacity based on PEI Product Report PER-06014 and a safety factor of 3. 8.Fastener pull-out capacity based on ITW Buildex and Illinois Tool Works,Inc.Product Report No.02722 and a safety factor of 3. 9.Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of 5. OD 130 Derry Court•York • Pennsylvania • 17406 intertek.com/buildin R Intertek Version:6 April 2017 NICHIHA INSTALLATION GUIDE FOR NICHIPRODUCTS NICi-IIBOARD OFFICE COPY Fig. 8.1 PREPARATION CONSTRUCTION Weather Resistive Barrier Stagger weather Bracing cuts at least 1' 24 o.c max. Follow all instructions in the General section Sheathing of this guide. NichiBoard can be installed directly on braced wood or steel stud (20GA or heavier) construction spaced at a maximum of 24" o.c. or over sheathing with solid wood or steel Finish nail pattern Ni6hiBoard' backing. Correct any misaligned framing Staggered nail pattern Min.6 clearance above as irregularities in the framing or exterior DOUBLE WALL CONSTRUCTION finished grade sheathing may mirror through the finished application. (Fig. 8.1) FASTENING NichiBoard may be installed on flat, vertical Follow all fastening instructions in the General wall applications only. Do not install on sloped section of this guide. Refer also to Intertek or tilted walls, or Mansard type roofs. CCRR-0258 for fastening adjustments required for higher-wind locations. NichiBoard must be installed horizontally. Do not install in an angled, sloped, or other Corrosion resistant fasteners such as hot- non-horizontal (chevron, sunburst, diamond) dipped galvanized nails and screws that fashion. are appropriate to local building codes and practices must be used. When applying Ensure all weather resistive barriers are in NichiBoard over wood framing, suitable place in accordance with local code. fasteners include a full round head (min .221 " HD) siding nail of sufficient length to When installing NichiBoard, it is penetrate into wood a minimum of 1 ". A recommended that an APA rated 7/16" OSB corrosion resistant, #8, ribbed, bugle head or plywood sheathing be used. Boards may (.375" HD) screw of sufficient length to be installed over non-structural sheathing penetrate into steel framing a minimum of such as foam, fiber builder board, and may also be used. gypsum type panels. Non-structural sheathing thickness shall not exceed 1 ". Stainless steel fasteners are highly recommended in high-humidity and high- Due to the compressive nature of some non- moisture regions. Nichiha is not liable for structural sheathing, care must be taken not to overdrive the fastener and compress corrosion resistance of fasteners. the sheathing which may result in distortion Do not use aluminum fasteners, staples, or waviness. The fastener length must be clipped head or T head nails, finish nails, or increased in accordance with the thickness of fasteners that are not rated or designed for the non-structural sheathing. intended use. 8 The fastener head must be flush to the board Stud Fig. 9.1 Sheathing surface. Do not over drive or under drive fasteners. Weather Resistive Barrier INSTALLATION Concrete 6'min. STARTER STRIP & FIRST COURSE foundation ' (Fig. 9.1) NichiBoard" Overhang A starter strip is required to set the first Starter Strip course on the proper angle and to create the drip edge at the bottom course of OVERLAP siding. The starter strip material may be a cut piece of NichiBoard, PVC, or pressure A minimum overlap of 1 1/4" is required. treated lumber. Do not use untreated lumber, plywood, OSB or other engineered wood BLIND NAILING (Fig. 9.2) products as a starter strip. For a more aesthetically pleasing installation, Install the starter strip level with the bottom NichiBoard may be installed in a hidden, or of the wall sheathing or mudsill. blind nail application. Ensure the first course of boards is level as it Position the fastener 1 " down from the top will be the guide for the entire installation. edge of the board and no closer than 3/8" Use a level and chalk line to establish a level from the board ends. and straight reference point for the first course. Continue to check for level lines Fasten from one end of the board to the throughout installation. other. The first course of siding must hang below the starter strip a minimum of 1/4". Fig. 9.2 The siding should not extend below the BLIND NAIL 24"o.c.max corner trim. Stud The bottom edge of the first course must have Sheathing at least 6" clearance above finished grade. • It is recommended the course heights remain I ove1/4rlap ap Blind g overlap nail aligned and transfer around corners. Weather Resistive Barrier NichiBoard'" 9 NICHIHA INSTALLATION GUIDE FOR NICHIPRODUCTS FACE NAILING (Fig. 10.1) It is permissible to install NichiBoard in a ALL cut ends must be sealed with a primer or face nail type installation to meet certain paint. NEVER leave exposed cut installation requirements or when specified by edges uncoated. local code. For best appearance, offset butt joints 32" Position the fastener a minimum distance of (two studs) or more to avoid creating a step 3/4" up from the bottom edge of the board or ladder pattern. and no more than 1 ". This ensures the JOINT TREATMENT fastener will penetrate through the overlap and through both courses. Place the fastener no OPTION 1: Joint Installation Using flashing closer than 3/8" from board ends. (recommended) (Fig. 10.2) Fasten from one end of the board to the other. When using this option, the use of a joint flashing behind the butt joints is required. DO NOT install NichiBoard in a combined Install NichiBoard over joint flashing in Blind and Face nailing manner. moderate contact at butt joints. Fig. 10.1 Suitable materials for joint flashing include 24"o.c.max FACE NAIL anodized or PVC coated coil stock and code Stud 1-1/4" p approved weather resistive barriers. • The joint flashing should be at least 3" in Face width and long enough to extend above the nail board height a minimum of 2". 1"mm Weather 1-1/4"mm. Resistive Barrier overlap NicbiBoard' Sheathing Fig. 10.2 VERTICAL JOINT PLACEMENT, FASTENING, JOINT INSTALLATION AND SEALINGWeather Stud USING FLASHING Resistive Barrier _ Sheathing • 1-1/2 All NichiBoard vertical (butt) joints MUST Joint � • land or break over studs or solid framing flashing 1"from board top (wood and/or steel). ,. 3/8" from board edge MED Pin-backs may be done for aesthetic purposes1„ only. Pin backs shall be done with corrosion overlap resistant finish nails only and are not a NichiBoard• substitute for blind or face nailing. .f Install boards in When possible, use factory sealed or finished moderate contact ends at butt joints. 10 OPTION 2: Joint Installation Using Caulk (Fig. 11.1) Leave appropriate gap (minimum 1/8") Fig. 11 .1 between board ends and fill with a quality, JOINT INSTALLATION Weather Stud USING CAULK paintable, exterior grade caulk. Ensure caulk Resistive Barrier meets ASTM 834 or ASTM C920 requirements Sheathing • 1"from board top and is approved for use at butt joints. • SIDING TO TRIM JOINTS (FIG. 11.2 — 11.3) a 3/8"from board edge Where board ends and edges meet trim at inside and outside corners, door, window, and other trim attachments, leave a minimum 1/8" gap and caulk with a quality sealant as • NichiBoard" described previously. leave appropriate gap between boards.then caulk Corner Trim and other trim attachments must be of sufficient thickness. The overlapped Fig. 11 .2 NichiBoard siding must not extend beyond Starter Strip the face of the trim. A continuous, solid shim • NichiBoard' Weather or build out behind the trim may be necessary Resistive dependant on type and thickness of trim used. Barrier Do not caulk. 1/4"gap Sheathing All horizontal trim must be flashed. Leave • a 1/4" gap between the siding and flashing. Do not caulk this gap. Do not use raw NichiTrim" • Flashing aluminum flashings. Flashings must be painted, galvanized, anodized or PVC coated. Fig. 11 .3 Stud Sheathing FINISHING '1� Weather Resistive Follow all finishing instructions in the General �_ ,— �% Barrier section of this guide. +��; • • NichiBoard' I 1/ad"gap 1