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1375 Ocean Blvd RES19-0179 Replace Siding RESIDENTIAL PERMIT PERMIT NUMBER s, RES19-0179 CITY OF ATLANTIC BEACH J v~ 800 SEMINOLE ROAD ISSUED: 6/14/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 12/11/2019 MUST CALL INSPECTION PHONEBY 4 PM FOR NEXT DAY INSPECTION. CODE,ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING OF • OF • ' ALL CONDITIONS OF PERMIT APPLY, . . 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: 1375 OCEAN BLVD RESIDENTIAL ALTERATION REPLACE SIDING WITH $7500.00 RESIDENTIAL HARDIE SHAKE TYPE OF • • GROUP: 171845 0000 MANDALAY COMPANY: ADDRESS: EQUITY BUILDERS OF 2650-2 ROSSELLE STREET JACKSONVILLE FL 32204 FLORIDA LLC • ADDRESS: MESIANO MICHAEL D 1375 OCEAN BLVD ATLANTIC BEACH FL 32233-5743 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 • . • 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 $90.00 BUILDING PLAN CHECK 45S-0000-322-1001 0 $45.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $139.03 Issued Date:6/14/2019 1 of 2 Sr:Ly; City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road _ /=� I -7 C� Atlantic Beach, Florida 32233-5445 11 l / Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: �O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 7` ) C,E A-1J De artment review required Yes No uildin Applicant: F'� U f d) Planning &Zoning Tree Administrator Project: — �R�j Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date 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. DIDenied. ❑Not applicable (Circle one.) Comments: /�t©C— BUILDING �V 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 Building Permit ApplicationOFFICE COPY Updated 1019118 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5IS REQUIRED. //iY�826 Email: Building-Dept@coab.us Q �7 Job Address: 137,) &� l , Permit Number: CS� 9— 0 � l �I Legal Description /O —// b 'o7f - r a `v .�1 S RE# /'7/1�'1, Q�D Valuation of Work(Replacement Cost)$ %5-06 Heated//Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration pair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes 0 o • Will trees be removed in association with proposedproject?❑Yes 'must submit separate Tree Removal Permit ONo Eribe in detail the type of work to be performed: f <%!�i '1-. D.1 .f L U%•7�f .I I' .L /' 14'LC. ll. ]�i. Florida Product Approval# C cis for multiple products use product approval form Property Owner Information Name 4d1 &,5/acro Address 1375 Occ-•tom J��✓'� City 4--f-(4 1-/)'( ;5«� L State f z. Zip ;1 a 3 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company cr e �G/si �c Qualifying Agent 04 Address -24, P ssc./Le X1=1 4e_ City X74 e-4toicvl(/(.e State_ C�Jr_ Zip o�z Office Phone goy •_779 /oV,/ Job Site Contact Number b76,t— State Certification/Registration# l�G /a 1171"F E-Mailer, C- Architect Name&Phone# IV Engineer's Name & Phone# L� Workers Compensation Insurer 5Ale Ala;& -c OR Exempt❑ Expiration Date /o - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal latioojhas Sri commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regula M construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGN N WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements Jt Q 0 permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,Cw Z F- there may be additional permits required from other governmental entities such as water management districts,state agenci r ddJ - p 08 03 federal agencies. Z H g VUoV c OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with 30 H Q p applicable laws regulating construction and zoning. U Z M Z Q� LL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY. F— h z RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTE2E�_ 2 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE W U n RECODING OU N TICE COMMENCEMENT. W _ w 5 c w V uwi w 40" ----z----z-- OC u (Signature of Owner or Agent) Signature of Contractor) W l � L gned and sworn to(or affi m ) bef e e his 6 ' day of Sign nd s r-nntto�(oorr affirmed) before me t is 10 cc of fin , ZQ b 1 1 �,bY jOf' Jj 1 TONI GINDLESP I i MY COA4MISSICN#FF32w1 gna of +_ la EXPIRES:October 6,2019 ;aY P�jSTANTON HUDMON Bonded Thru Notary Public Underwriters Notary Public State of Florida ers�'onaTly Known OR [t Personally Known OR ' Commission M FF 937739 r Pte: [ ]Produced Identification ! ( ]Produced Identificatio +rFo'F�e My Comm.Expires Mar 16, 2020 Type of Identification: Z6' 99 cp�- ��j Type of Identification: plermjj- 14- Ro'z:;-S19 - 0179 NOTICE OF COMMENCEMENT State of Florida °�i�� I��Ca-,,: olio No. ' h 0 County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 10-11 16-2s-29e Mandalay Lot 13, 14 Blk 53 Address of property being improved: 1375 Ocean Blvd Atlantic Beach,Florida 32233 General description of improvements: Remove existinq sidinq on second story and replace with new Owner: Michael Mesiano (100) 5CLV)C)�(CA Address: 1375 Ocean Blvd Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than owner): N/A Name: Contractor: Equity Builders of Florida Address: 2650-2 Rosselle Street Jacksonville, Florida 32204 Telephone No.: (904)398-1044 Fax No: (904)396-2545 Surety(if any) N/A Address: Amount of Bond$ _ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N/A Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: N/A Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: N/A Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date o recording unless a different date is specified): '? MY COh9MISSION#FF 924951 EXPIRES:October 6,2019 THIS SPACE FOR RECORDER'S USE ONLY OWNER '• •., P bonded Thru Notary Public Undern Signed: Date: Doc#2019135739,OR BK 18823 Page 967, 3efore me this Ik day of •-Q- in the County f Duval,State Number Pages: 1 G_� Recorded 06/11/2019 10:10 AM, 3f Florida,has personally appeared �(^1[a L•f RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Votary Public at Large,State of Florida,County of Duval. COUNTY Ay commission expires: RECORDING $10.00 'ersonally Known: or produced Identification: "VV\ C) 4 ' - C, - 9-=0 U1tertek Code Compliance Research Report Total Quality.Assured. CCRR-0258 Issue Date: 10-31-2016 Revision Date: 10-19-2018 Renewal Date: 10-31-2019 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 NichiProductST1 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 1.0 SCOPE OF EVALUATION of Use stated in Section 6. 1.1 This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: 3.1 NichiProducts'" Fiber Cement Siding Products: 2018,2015,and 2012 International Building Code®(IBC) 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)(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, III,and IV construction accordance with Section 5.2 of this report. 130 Derry Court •York• Pennsylvania • 17406 uraroi�tr intertek.com/building Intertek PCA-101 Version:6 April 2017 t 1 On Code Compliance Research Report CCRR-0258 Page 2 of 24 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 and 7. 7.4 Documentation of an Intertek approved quality control system for the manufacturing of products recognized in this Under the IRC,the siding products must be installed over a report. water-resistive barrier complying with Section R703.2. Lap siding and panel siding may be installed as described in Table 8.0 IDENTIFICATION R703.3(1), for areas in which the design pressure does not exceed 30 psf and the mean roof height does not exceed the The NichiProducts'" siding products are identified with the limits in Table R703.3.1,or as described in Tables 3 through Nichiha USA Inc., name, and address, the product name, the 6. For conditions that exceed these limits, the panels must Intertek Mark as shown below, and the Code Compliance be installed as described in Table 8. Research Report number(CCRR-0258). 6.0 CONDITIONS OF USE cooE COMPLIANCE 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 governs. Intertek 6.2 When allowable wind speed is determined in CCRR-0258 accordance with Table 3,the allowable wind speed must be equal to or greater than the design wind speed calculated in accordance with the applicable Code. 9.0 OTHER CODES 6.3 When the wall construction includes a combustible 9.1 California Building Code water-resistive barrier and is required to be of Type 1, 11, III, 9.1.1 Scope of Evaluation: or IV construction, use of the siding products is limited to a maximum 40 feet in height above grade plane except under The NichiProducts" siding products were evaluated for the 2018 [2015] IBC where data has been presented to the compliance with the 2016 and 2013 California Building Code, building official demonstrating compliance with the including Chapter 7A. The siding products are Exception to Section 1402.5 [1403.5]. noncombustible materials as defined in CBC Section 202 and as permitted for use on exterior walls in CBC Section 707A.3. 0 130 Derry Court •York• Pennsylvania • 17406 ....MITT intertek.com/buildine InterWk PCA-101 Version:6 April 2017 e ' ton Code Compliance Research Report CCRR-0258 Page 3 of 24 9.1.2 Conclusion: Use of the siding product for compliance with the High- The siding products,described in Sections 2.0 through 7.0 of Velocity Hurricane Zone provisions of the 2017 and 2014 this report, comply with the 2016 and 2013 California Florida Building Code—Building and the Florida Building Building Code,subject to the conditions noted in Section 6.0 Code—Residential has not been evaluated and is outside of this report. Section numbers for the CBC— Building and the scope of this Research Report. Residential correspond to the 2015 IBC and IRC section Section numbers for the FBC — Building and Residential numbers. correspond to the 2015 IBC and IRC section numbers. Intertek is a Florida State Product Evaluation Entity. 9.2 Florida Building Code 9.2.1 Scope of Evaluation: 10.0 CODE COMPLIANCE RESEARCH REPORT USE The NichiProductslm siding products were evaluated for 10.1 Approval of building products and/or materials can compliance with the 2017 and 2014 Florida Building Code only be granted by a building official having legal authority — Building, Florida Building Code — Residential and in the specific jurisdiction where approval is sought. Florida Building Code — Energy Conservation. 10.2 Code Compliance Research Reports shall not be used 9.2.2 Conclusion: in any manner that implies an endorsement of the product by Intertek. The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2017 and 2014 10.3 Reference to the https://bgdirectory.intertek.com is Florida Building Code — Building Florida Building Code — recommended to ascertain the current version and status of Residential and Florida Building Code—Ener this report. Energy,subject to the following conditions: 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-101 Version:6 April 2017 ton Code Compliance Research Report CCRR-0258 Page 4 of 24 TABLE 1 —PROPERTIES EVALUATED 2018 and 2018 and 2017 and 2017 and 2014 2016 and 2013 PROPERTY 2015 IBC 2015 IRC 2014 FBC - FBC—Residential CBC SECTION' SECTION' Building Physical properties 1403.10 R703.10 1404.10 R703.10 1404.10 1404.10 Surface burning characteristics 1403.10 R703.10 1404.10 R703.10 1404.10 1404.10 Noncom bustibi I ity 703.5 NA 703.5 NA 202, 703.5 Wind resistance 1404.16 R703.16 1405.16 703.1.2 1405.16 [1405.161 1 Weather resistance 1403.2 R703.2 1404.2 R703.2 1404.2 1404.2 1 Section numbers may be different for earlier versions of the International and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Product Name Nominal Siding Dimensions Intended Use Description Thickness(in.) Width: 5.25, 6.25, 7.25, Smooth or Cedar NichiBoardTM plank 5/16 8.25, 9.25 and 12 inches Lap siding finish Length: 12 feet 4 feet by 8 feet Cedar, Smooth, NichiPanelTA°sheets 5/16 4 feet by 10 feet Panel siding Stucco and 4 feet by 12 feet Grooved-8-in.-oc- Cedar finish NichiStraightTm and 16 inches wide by 4 foot Designed to look like NichiStaggered lap 5/16 Ion Lap panel siding individual cedar panels g shakes Width:6.25, 8.25 and 12 Designed to look like NichiShakeTM cladding 5/16 inches Lap shingle siding individual cedar Length: 18 inches shakes 12, 16 inches wide by 12 Vented or NichiSoffitTM 1/4 feet long; Soffit Nonvented; Smooth 24,48 inches wide by 8 feet or Cedar finish long 130 Derry Court•York• Pennsylvania • 17406 77 intertek.com/building Intertek PCA-101 Version:6 April 2017 G Z m s a cyl 5, p0 10 A O a O m a, N N CL m C m 503 N O N V N a N d O = 0 = � CD O o CD m m O x xcoO_ 0 0 � fD (D N fv U O m m 3 3 0 o O — d ci 0 • U) 3 a m m m p W O :0 va m cZD IA _ n A m A K � N N < • 7 CD -n CD m • ' O O a) m 0) m a < (� O • cNn cNn cNn cNCD n T CD : w • Q V1 DO N W j W J A T O O O A O O m m C7 Q Q OJ • m0 O Z fa 14 O N A N A A N W N m m W N N m m W N m m A W N N m m A tH W N N m m A WCD3mO O O O m O N 0 0 0 0 m O (T O O O O N O N O 0 0 0 m O O O m O O O O m O Cn O O ]. —' T S OW 7 m m m m m m m N N N N W W A A A A A 0 0 -+ m m V J V V V W W i. A A A A 'x0 CO) Ly O N m cD (D (D (o N Li O m m m m m <D N V V V V N m 0 0 0 0 0 0 W m W W W W w O, m ; m y mmwm 'D (D (D (D x m b Ut V O 0 V 0 0 0 0 � � N N N W N A m cD N A J O 4• J <O W m m N W m O W m A J N W Ut m A m 0 D7 Ir r r r r r r r N m w w (D w (D m m m (D (D (D (D X to O O O —4 N CO O N A m V O m CO O W N V O m V to -+ W A V O N Ut OA m V m m � A _ N k C. V f N N N N N A A N m N N N V V m m m m m W A A Ut m N N O -+ --• m V V m m m m V 3 A m m N J J J J N m O m m m m o O m m m m J CP UD 000000 m N m N m U m m DrQ N N K W m i i JO N N N W W W A A Zn m N m m N N N W W W m m m (O tDO O A A N CN m m m -0C Ln z m O N m W N m N N m N m A tD N m fD A W O W J A 0 m (D W w m m N m 0 w m n D P p -TT w N N N N W A A A A Ut Ut 0 � ! w N N m J J J m m c0 W W A A A A w 'p N A m m W m fD J O N m (O m O N A V (o N (n m A co N m 0 m V O A m tD W A Z O) � nN n IJ a o) N fm 50 n a N • 0 V m N N m z T D 0 y m m C, 3 d m ro y m N S T 0 Cn 0 w Q. D m m 3 N m m w 0 T 03 p) T CL d 7 F+ a � A W T m m � m at CD O rn A rn a 3 ,1D, W m fD T W N OTI ♦/ W N m 0 0 Q C � � 7 C m • n w Oi Nn w 0 W m Q o W O) N O) W O fD O IV N = Z O O T A 3 ,� m D - D m 0 -n curn 0 o � m W 70 Wm 3, 0 0 3 N NN7 L (n (D a N tD W N (P w D 300 (P c0 W A (P 0) o � C 46 O f V m W A Q7 N A W N N 0 7 N A W N N O (!) A W N N W Ln A W N N W Ln A W N N D7 N A W N N W N A W N N = C V Q O O O O N O (n O O O O N O U) 0 0 0 0 (P O (P O O O O N O N 0 0 0 0 Ln O Cn O O O O N O N O O O O Ln (T A W N N � U 0 0 0 o (P O N •j f0 4 CC� 0 0 0 0 0 J v V J J J J J J J J J J J J N N N N N I W A A (P N N W 0 0 0 j N W W W W V = W J J V V O O O O O O O O O 00000 W O O (P N N N t�O N N N N y t0 N J W W w W W N m W W W W 'W (T O O O O W a () m rn m 0o a . m . . D1 N A JN �J :74 Z4 � CO O W O D A W 0 O O OOO ON W � tau � Wco Dm1 W (P v B b mnpN I I I I 00 m (oco 0o 00 0u (oOJ Jkr A J W O O N N N p) O W ,t(Oo (p O O O O = n A Q) 0 0 0 0 0 0 0 0 O W N W O O W O) W WNr r N N U1A N N W O O O O (D W W J W W t0 O O (D W W A A A A O Q) W 01 0 C 0OQ N OD N OD OD OD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O) O A -� CD A (O fD tD (D (O W (O J J V V N D7 O Q) D7 D7 Oom OD OD W a m m _ mX NW V (D N (T J 01 O O O O O O O O O O O J (O N O) tD N 4) N OD N Oo N J O A (O Cn J O W W (O W A A A (P a OD N N V] W n N N N W W I I I I A R A N (T Ln O O O Xy (D A W m 0 N w N J 0 0 0 0000Oo (O N (P J O W A Q) 0 W O) (D W J m � W (P ao W Q) (O u W On Code Compliance Research Report CCRR-0258 Page 7 of 24 Table 3 -Continued (NichiBoardT"" Plank)'4,7 Effective Fastener Spacinq Framing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate ( Siding Type Siding Fastener Face/Blind Frame/Horizontal Field in) T Design Height Wind S ed MPH Wind S e d(MPH)' (i n) Type Pressure s s ft 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 16 725 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 -66.0 30 166 140 129 210 181 166 40 159 136 125 205 175 162 50 154 133 1231 199 171 1 159 Face 60 150 130 121 194 168 156 15 109 99 90 140 127 116 20 109 96 88 140 124 113 7.25" 6d Double HD 25 109 94 86 140 121 111 NichiBoardTM MAZE Coil Nail SPF -284 30 109 92 -- 140 119 109 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 DF -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 -261 30 104 88 135 114 40 100 85 129 110 50 97 125 108 60 95 122 106 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 L®ri Code Compliance Research Report CCRR-0258 Page 8 of 24 Table 3 - Continued (NichiBoardTIM Plank)'4,7 Effective Fastener Spacinq Framing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fastener Face/Blind Frame/Horizontal Field(in) T Design Height Wind S eed(MPH)' Wind S eed MPH a (i n) Type Pressure(Psf)' ft Exp B Exp C Exp D Exp B Exp C Exp D 15 121 110 100 156 142 129 20 121 107 98 156 138 126 25 121 105 96 156 135 124 16" 12 7 25 OSB -35.3 30 121 102 94 156 132 122 40 116 99 92 150 128 118 50 113 97 90 145 1 125 116 60 110 95 89 142 123 114 15 117 106 96 151 137 124 Double HD MAZE 20 117 103 94 151 133 121 Asphalt 25 117 101 92 151 130 119 Fiberglass Shingle Blind 16 7 25 SPF 32.8 30 117 99 91 151 127 117 Nail 1 112 96 88 145 124 114 50 109 94 87 140 121 112 7.26" 1 60 106 92 85 137 119 110 NichiBoardTM 15 102 93 132 120 109 20 102 90 132 117 106 25 102 88 132 114 24 7 25 SPF -25.2 30 102 87 132 112 40 98 127 108 50 95 123 106 60 93 — 120 -- — 15 151 137 124 195 177 160 Double HD MAZE 20 151 133 121 195 172 157 Asphalt& 25 151 130 119 195 168 154 Fiberglass Shingle Blind 16 25 SYP -547 30 151 127 117 195 164 151 Nail 40 145 124 114 187 160 147 50140 121 112 181 156 144 60 137 119 110 177 153 1 142 Fasteners shall be located a minimum distance of 3/4"from the vertical siding edges at corners and splices. E1 130 Derry Court • York • Pennsylvania • 17406 intertek.com building Intert& Version:6 April 2017 ton Code Compliance Research Report CCRR-0258 Page 9 of 24 Table 3 -Continued (NichiBoardTM Plank)"4,7 Effective Fastener Spacing Allowa Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizonta Field in Framing ble Height z 3 in ( Type Des (ft) Ex B Ex C Ex D Ex B Ex C Ex D 15 170 170 170 210 210 210 20 170 170 170 210 210 210 20 GA 25 170 170 170 210 210 210 16 725 Steel 117'5 30 170 170 170 210 210 210 40 170 170 167 210 210 210 Aerosmith 50 170 170 164 210 210 210 7.25" Fastening 60 170 170 162 210 210 209 NichiBoard— Systems, Face 15 170 164 149 210 2101 Versa Pin 92 20 170 159 145 210 205 188 20 GA 25 170 156 143 210 201 184 24 725 Steel 78.3 30 170 152 140 210 197 181 40 170 148 137 210 191 176 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 SPF 37.5 30 125 105 97 161 136 125 40 120 102 95 155 132 122 50 116 100 93 150 129 120 16 8.25 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 DF 58.0 30 155 131 121 200 169 156 40 149 127 118 192 164 152 50 144 124 115 186 161 149 8.25" 6d Double HD 60 141 122 113 182 158 146 NichiBoardT MAZE Coil Nail Face 15 102 92 132 119 108 20 102 90 132 116 106 25 102 88 132 114 SPF -25.0 30 102 86 132 111 40 98 126 108 50 95 122 105 60 92 — 119 24 8.25 15 127 115 104 164 148 135 20 127 112 102 164 144 132 25 127 109 100 164 141 129 DF -38.6 30 127 107 98 164 138 127 40 122 104 96 157 134 124 50 118 102 94 152 131 121 60 115 100 93 148 129 F120 �j 130 Derry Court•York• Pennsylvania • 17406 � M ,��.to t.a� intertek.com/building In ek PCA-101 Version:6 April 2017 On Code Compliance Research Report CCRR-0258 Page 10 of 24 Table 3 -Continued (NichiBoardTM Plank)'4,7 Effective Fastener Soacina Allowa Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Face/Blind Frame/Horizontal Framing ble Height ' ' Fasteners (in) Field(in) Type Des ftExp B Exp C Exp D Exp B Exp C Exp D 15 111 100 91 143 130 118 20 111 98 89 143 126 115 /16" 25 111 96 87 143 123 113 12 8.25 SB -29.5 30 111 94 86 143 121 111 40 106 91 137 117 1 108 Double HD 50 103 89 133 114 106 MAZE Asphalt&Blind 60 100 87 130 112 — Fiberglass 15 99 90 128 116 106 Shingle Nail 20 99 87 128 113 8.25" 25 99 86 — 128 110 — ichiBoardTM 16 815 SPF -23.7 30 99 — — 128 108 — 40 95 123 105 50 92 119 60 90 116 15 134 121 1 110 173 157 142 Double HD 20 134 118 1 108 173 152 139 MAZE Asphalt& 25 134 115 1 106 173 149 136 Fiberglass Blind 16 .25 SYP -43.0 30 134 113 104 173 146 134 Shingle Nail 40 128 110 101 166 142 131 50 124 107 99 160 138 128 60 121 105 98 157 136 126 'Fasteners shall be located a minimum distance of 3/4"from the vertical siding edges at corners and splices. 130 Derry Court•York a Pennsylvania • 17406 intertek.com/building r.. 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N w W O O O O O O O O O O O O y m m O t > > > > > > > > > > > > > > > > >> > > > X (D O N1 m G w O N w N A J > 0 w 0 V O W (O N O1 O W J N O N Ol (O m w m 0> A J J J w w n C N w N N (O N w W w 0 0 0 0 0 0 O > X U W (n J NO NN J Vt O N w N O VJ (O (O NW N N N N 'O + P OD OWN wO W a, ID w 0 8 8o < Z NN n O S C� U) J i aa rn c D 4 50 N � O !Ikl�TIPN m m 3 3 ?. 3 to d N n J O N a N rD T () d N O n W J ' m p) 3 N d : n W a m 3 n (D O (D o N ` (DD J au n 0 s M U D U) T ? F a wT(D • J J CD Q V Lo O (D 0 Z e Z � A (D O fD O T 0 • m G� rn d S C1 3 (D o 0 3 y O �. QUn N m < y D �• N a 00 A C O £ -0_ 3 w• aP Q C1 • N" m N V a O O O O O U O U O O O O U O U T ' Q� x U2 _a S J ti to m � cn m w o 0 0 0 0 0 0 0 0 0 o a acn co 0 m m X � J a � n o N N N N _N N_ N_ N N_ N_ N_ m C rD W N m mom m m n m O N 0 rn rn m 4 w m co 0 o x m �' N U t0 A W N N N m � 3 U U U W U U J OJ OJ cD cD 0 0 0 2 N On Code Compliance Research Report CCRR-0258 Page 13 of 24 Table 3 -Continued (NichiBoard"I Plank)'4,7 Effective Fastener Spacing Framing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fastener Face/Blind Frame/Horizontal Field(in) T Design Height Wind Speed(MPH)' Wind Speed(MPH)3 (in) Type Pressure s 6 (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 SPF -25.8 d20 103 87 134 113 99 128 110 96 124 107 16 12 94 121 105 129 117 106 166 151 137 129 113 104 166 147 134 129 111 102 166 143 131 DF 39.8 30 129 109 100 166 140 129 40 123 106 97 159 136 126 50 120 103 96 154 133 123 12"NichiBoardTM d Double HD Face 60 117 101 94 151 131 121 MAZE Coil Nail 15 109 20 — 109 25 109 SPF -17.2 30 109 40 50 24 12 60 15 105 95 87 136 123 112 20 105 93 136 120 109 25 105 91 136 117 107 DF -266 30 105 89 136 115 105 40 101 86 130 111 50 98 126 109 60 95 123 107 -- 15 170 156 142 210 201 183 20 170 151 138 210 196 179 20 GA 25 170 148 136 210 191 175 16 12 Steel -710 30 170 145 133 210 187 172 40 165 141 130 210 182 168 Aerosmith 50 160 138 128 206 178 165 Fastening Face 60 156 135 126 201 175 162 12"NichiBoardTM Systems. 15 140 127 116 181 164 149 VersaPin 20 140 124 113 181 160 146 20 25 140 121 111 181 156 143 24 12 Steel A -47 3 30 140 119 109 181 153 141 40 135 115 106 174 149 137 50 130 112 104 168 145 134 60 1 127 110 103 164 142 132 Notes 1.NichiBoard"'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(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 rat been considered and the wind speed has been limited to 170mph. 3.ASCE 7-10 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. 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 8 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 are applicable to the NichiBoard Plank 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. ETA130 Derry Court • York • Pennsylvania • 17406 arCr® intertek.com/buildin; - lntwek PCA-101 Version:6 April 2017 00 Cl 0 0 5;FNN =a) zo zo z 5 �. CT �. 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J O A m CO 0 W C J O m CO -+ A m CO N J CD -+ W m u 2 A 2 n 0d' m (D M N N m I— W V M V m I- V m O M N V m (D M W to N co L N m Lo M O E a X M M M N N N N 0 0 0 (D (D (D u'J (D In V CM M M N N N N m W M f� !� r u.) (n (t7 G Ln =O a r M (D M M O 1� (n m h Ln 0 (D N (l- M O I� co (D M O Il- M m M CO (n v m (D N co V ® 2a 6 X (n V V V M M M N N 0 0 0� CO f� r O M M (n V V V M M M O O m m CO N N N G1 ti U W Wm _ _ fO (J (D (D (D (D O n U) O (0 O0 O co V V V V u1 m (n (D (D (D (D O u7 O O O O O O O N N N N V m V d m O O O W (D (D M M M M M N N O O O O coQ lL N N N N N N N N N N N ry � N d a 0 0 0 I � N N N m n 0 0 0 0 V V V M M N cO CD M co 'IT clj co (D 0 0 m cnW hV r v m CD M M m (O m (D M In r- v m (D M M CO O N m r O, G 0 0 0 0 cy) � c � V' M M M N N N r X W W am mmmmvo I u-> (nLn (n oo u) co c000oo M mmmmvo I� 00000m u, mmmmMcu Lo Q C N N N N N N O O o 0 0 m m (n tf'J u7 In W O cmd e C rnu o u o 0 0 O n IN o 00 o u o 0 0 0 u o u o 0 0 0 o 0 0 0 0 o In o 0 0N M R u7 O M V' O N N M 'R O N N M V 47 co N N M ifJ UJ N N M V O • m � c00 R Ln N O O d m co ol m a, m (D cT) m m � N a 3 y a U s o m • O U U - CL Y u 1 Z Q O Y v O p m rn CL C C U U U U U U Q� G1 'E 'U O o 0 o o o Cf. C 2 c cD v (D v CD v 3 . LL (n U i O rn T U d a (D L 4! E CL LLn E W d y GJ m ~ co(n J (n J U) J O � � M r-1 N f0 c C oo D U � � lL U c � v o m mE .� m m (D O LL -- - U W y C C C_ (n (n (n - A O—q o 0 o W a — — m Z co Z Fu W Z v ICT ��-' 0 0 0 0 0 0 0 V a1 O M o0 In N N E = a rno� mm � � � N N N N N N N O 0 « � w _ _ _ _ _ _ _ _ LO Q 0 0 0 0 0 0 0 0 M Q M CO a C K N N N N N N N N O O Q) Q) CO pu0 f9 V � a o o_ o_ _o o_ o_ a Q W N N N N N N N N N N N N N N U = d. O O O O Q0 co O V CO Ln m N d K m w LO -0 V i�, C-, 0 C) 0 0 L 1- V O) (O M O N C.C X ww m OQCXW0 0 0 0� M V �f) CO N N M V' U'] CO • C = � m L C a > C 01 O C m rn C a fC n °r 01 CC 4 a E s 3d • UU � a Y 0 i Z Q O cu 0 rn rn t Q d C C_ U U • QJ QJ m E U O O C m o. c0 v c 7 • L LL to (N 0 U Q > i m Q) C CL L R T LL Q1 LL ~ cc J O aj M U L � _ � C U CL 6 U- E E .a - U a h � w c N • 09 C N @ r C CO Z N Lon Code Compliance Research Report CCRR-0258 Page 17 of 24 Table 4-Continued (NichiPanelTM Sheet)'4,7 Fastene,SDaCina Building ASCE 7-05 asic ASCE 7-10 Ultimate Panel Fastener a Perimeter Framing Framing Allowable Design Height Wind Speed(MPH)2 Wind Speed MPH' Field(in) Type Spacing Pressure(psf)` g p ( ) p ( ) (in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 152 138 126 197 179 = 20 152 134 123 197 173 158 25 152 131 120 197 170 156 16"o.c. -55.9 30 152 129 118 197 166 153 40 146 125 115 189 161 149 50 142 122 1 113 183 158 146 SPF 60 138 120 111 179 155 144 15 124 113 103 161 146 132 Lumber 20 124 110 100 161 142 129 25 124 107 98 161 139 127 24"o.c. -37.3 30 124 105 97 161 136 125 40 119 102 94 154 132 122 50 116 100 92 149 129 119 60 113 98 91 146 126 117 Grabber#8 Flat 15 142 117 183 166 151 Wafer Head Screws 6 12 20 142 125 114 183 162 148 25 142 123 112 183 158 145 16"o.c. -48.5 30 142 120 110 183 155 142 40 136 116 108 176 150 139 50 132 114 105 170 147 136 60 129 112 104 166 144 134 20 GA 15 116 105 96 150 136 123 Steel 20 116 102 93 150 132 121 25 116 100 92 150 129 118 24"o.c. -32.4 30 116 98 90 150 127 116 40 111 95 88 144 123 113 50 108 93 86 139 120 111 60 105 91 136 118 1 109 20 170 165 150 210 210 194 25 170 161 147 210 208 190 16"o.c. -83.8 30 170 158 145 210 204 187 40 170 153 141 210 198 182 50 170 149 138 210 193 179 60 169 147 136 210 190 176 SPF 15 152 138 126 197 179 162 Lumber 20 152 134 123 197 173 158 25 152 131 120 197 170 156 24"O.c. -55.9 30 152 129 118 197 166 153 40 146 125 115 189 161 149 50 142 122 113 183 158 146 60 138 120 111 179 155 144 Grabber#8 Flat 15 170 158 143 210 204 185 Wafer Head Screws 8 8 20 170 153 140 210 198 181 25 170 150 137 210 194 177 16"o.c. -72.8 30 170 147 135 210 190 174 40 167 143 132 210 184 170 50 162 139 129 209 180 167 60 158 137 127 204 177 164 20 GA 15 142 129 117 183 166 = Steel 20 M125 183 162 148 25 183 158 145 24"o.c. -48.5 30 183 155 142 40 176 150 139 50 5 170 147 136 60 4 166 144 134 E1 130 Derry Court•York• Pennsylvania • 17406 intertek.com/building ntertek PCA-101 Version:6 April 2017 ton Code Compliance Research Report CCRR-0258 Page 18 of 24 Table 4-Continued (NichiPanelTI Sheet)'.',' Fastener Spacing Framing Framing Allowable Design Building ASCE 7-05 Basic ASCE 7-10 Ultimate Panel Fasteners Perimeter Field(in) Type Spacing Pressure(psf)` Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) (ft) Exp B Exp C Exp D Exp B Exp C Exp D 15 170 170 170 210 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"oc 30 170 170 167 210 210 210 111.8 40 170 170 163 210 210 210 50 170 170 160 210 210 207 60 170 170 158 210 210 203 SPF 15 170 160 145 210 206 187 Lumber 20 170 155 142 210 200 183 25 170 152 139 210 196 180 24"n c -74 5 30 170 149 137 210 192 176 40 169 144 133 210 186 172 50 164 141 131 210 182 169 60 160 138 129 206 179 166 Grabber#8 Flat 15 170170 166 2101 170 170 12 210 210 209 Wafer Head Screws 6 6 25210 170 170 159 210 210 205 16"0 c -97.0 30 170 170 156 210 210 201 40 170 165 152 210 210 196 50 170 161 149 210 208 192 60 170 158 147 210 204 189 20 GA 15 164 149 135 210 192 174 Steel 20 164 145 132 210 187 170 25 164 141 130 210 183 167 24"oc -64 6 30 164 138 127 210 179 164 40 157 134 124 203 174 160 50 152 131 122 197 170 157 60 149 129 12 192 167 155 15 170 170 170 2101 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"0c - 30 170 170 170 210 210 210 1360 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 SPF 15 170 170 160 210 210 207 Lumber 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o c. -90 6 30 170 164 151 210 210 195 40 170 159 147 210 206 190 50 170 156 144 210 201 186 60 170 153 142 210 197 183 15 170 170 210 210 Grabber#8 Flat '70 1 Wafer Head Screws 4 4 20 170 170 170 210 210 210 25 170 170 170 210 210 210 16"o c 30 170 170 170 210 210 210 136 0 40 170 170 170 210 210 210 50 170 170 170 210 210 210 60 170 170 170 210 210 210 20 GA 15 170 170 160 210 210 207 Steel 20 170 170 156 210 210 202 25 170 167 153 210 210 198 24"o.c -90.6 30 170 164 151 210 210 195 40 170 159147 210 206 190 50 170 156 144 210 201 186 60 170 1 153 1 142 1 210 197 183 E1� 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 L®ri Code Compliance Research Report CCRR-0258 Page 19 of 24 Table 4-Continued (NichiPanelT"^ Sheet)'41 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 Ultimate Framing Framing Allowable Design z a (in) Panel Fasteners Perimeter a Height Wind eed MPH Win d MPH Field(in) Type Spacing Pressure(psf) ft Exp B Exp C Exp D Exp B Exp C Exp D 15 110 100 91 142 129 117 20 110 97 89 142 126 115 Aerosmith Fastening 20 GA25 110 95 87 142 123 113 Systems,VersaPin 6 12 Steel 16"o c. -293 30 110 93 86 142 120 111 40 106 90 137 117 108 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 Aerosmith Fastening 20 GA 25 135 117 107 174 150 138 Systems,VersaPin 8 8 Steel 16"o c. -43.9 30 135 114 105 174 147 135 40 130 111 1 102 167 143 1 132 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 Aerosmith Fastening 20 GA 25 156 135 123 201 174 159 Systems,VersaPin 6 6 Steel 16"o.c. -58 5 30 156 132 121 201 170 156 40 150 128 118 193 165 152 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 16"o.c -87.9 30 170 161 148 210 208 192 40 170 157 145 210 202 187 Aerosmith Fastening 50 170 153 142 210 198 183 Systems,VersaPin 4 4 20 GA 60 170 150 140 210 194 180 Steel 15 122 110 100 157 143 129 20 122 107 98 157 139 126 25 122 105 96 157 136 124 24"o c. -35.6 30 122 103 95 157 133 122 40 117 100 92 151 129 119 50 113 98 90 146 126 117 60 110 96 89 143 124 115 Notes 1 NichiPaneII"fiber cement flat sheet siding may only be installed on vertical walls. Fasteners must be installed in away 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 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. 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 8 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 are applicable to the NichiPanel 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. FM EI r 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek PCA 101 Version:6 April 2017 L®ri Code Compliance Research Report CCRR-0258 Page 20 of 24 Table 5 - Design Loads for Negative Transverse Wind Load (NichiStraightTM/NichiStaggeredT11 Lap Panel)1,4,7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Siding Type Siding Fastener' Face/Blind Frame/Horizontal Field in Framing Design Height ind S eed MPH z Wind Speed MPH 3 (in) ( ) Type Pressure sf)" ftExp B Exp C Exp D Exp B Exp C Exp D 15 99 90 128 116 1 105 20 99 87 128 113 7/16" 25 99 85 128 110 12 8 625 USB -23 5 30 99 128 108 40 95 122 -- 50 1 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 NichiStaggeredTM MAZE Coil Nail NichiStraightTM/ d Double HD Blind 16 625 SPF -35 9 30 122 103 95 158 133 122 40 117 100 92 151 1 129 1 119 50 113 98 91 146 126 117 60 111 96 89 143 124 115 15 100 90 -- 129 117 106 20 100 88 129 113 -- 25 100 86 129 111 24 8 625 SPF -23 9 30 100 129 109 40 96 123 106 50 93 120 -- 60 90 117 -- 15 102 92 131 119 108 20 102 90 131 116 106 d Ring Shank 25 102 88 131 113 -- NichiStraightTM/ Double HD MAZE Blind 12 625 OSB -24 9 30 102 86 131 111 NichiStaggeredTM oil Nail S 40 98 -- 126 108 50 95 122 105 60 92 119 15 1 144 130 118 185 168 153 20 144 127 116 185 163 149 8-18 Wafer Head 25 144 124 114 185 160 147 NichiStraightT"/ ROCK-ONTM Blind 24 8 625 0 GA -496 30 144 121 112 185 157 144 NichiStaggeredTM crews Steel 40 138 118 109 178 152 140 50 133 115 1 107 172 149 1 138 60 130 113 1 105 168 146 1 136 Notes 1 NichiStraightT""/NichiStaggered T"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 ll,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 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. 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 8 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 are applicable to the NichiStraight/NichiStaggered lap panels 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. FM EI r 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017 L®ri Code Compliance Research Report CCRR-0258 Page 21 of 24 Table 6 - Design Loads for Negative Transverse Wind Load (NichiShakeTM Shingles)' 4,7 SidingFasteners er Shake Allowable ASCE 7-05 Basic SCE 7-10 Ultimate 6 1/4" 1/4" Sheathing Design Pressure Building IMPHIz 3 Fastener Width Width 12 Width Type 6 Height(ft) sf Ex B Exp C JExp D ExE B Exp C Exp D 1.11 113 102 1 q3 146 132 120 20 113 99 1 91 146 128 117 25 113 97 89 146 126 115 d Double HD 2 2 3 7/16"OSB -30 6 30 113 95 88 146 123 113 MAZE Coil Nail 108 93 85 140 119 110 105 90 — 135 117 1 108 60 102 89 132 115 106 Notes. 1.NichiShakeTM 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-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 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. 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 8 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. EI r 130 Derry Court • York • Pennsylvania • 17406 intertek.com building Intertek Version:6 April 2017 On Code Compliance Research Report CCRR-0258 Page 22 of 24 Table 7-Design Loads for Negative Transverse Wind Load (NichiSoffitT"") Fastener Framing Type Framing Allowable Building ASCE 7-05 Basic ASCE 7-10 Ultimate Spacing(in.) Spacing(in.) Design Height Wind Speed(MPH)' Wind Speed(MPH)' Pressure (ft) (psf) Exp B Exp C Exp D Exp B Exp C Exp D 1-3/4-in.-long 8 Wood,2 x 4, 12 -84.4 15 170 169 154 210 210 199 Maze double hot min.specific 20 170 165 150 210 210 194 dipped galvanized gravity 0.42 Max.16- 25 170 161 147 210 208 190 ring-shank nails inch-wide 30 170 158 145 210 1 204 187 (0.125-in.shank panels 40 170 153 141 210 198 182 dia.,0.365-in. 50 170 149 138 210 193 179 head dia.) 60 169 147 136 210 190 176 1-3/4-in:long 6 Wood,2 x 4, 16 71.1 15 170 156 142 210 201 183 Maze double hot min.specific 20 170 151 138 210 196 179 dipped galvanized gravity 0.42 Max.16- 25 170 148 136 210 1 191 175 ring-shank nails inch-wide 30 170 145 133 210 187 172 (0.125-in.shank panels 40 165 141 130 210 182 168 dia.,0.0365-in. 50 160 138 128 206 178 165 head dia.) 60 156 135 126 201 175 162 1-1/2-in.-long 4d 8 Wood,min. 24 -37.6 15 hot dipped specific 124 113 103 161 146 132 galvanized ring- gravity 0.42 Max.16- 20 124 110 100 161 142 129 shank nails inch-wide 25 124 107 98 161 139 127 (0.120-in.shank panels 30 124 105 97 161 136 125 dia.,0.219 in. 40 119 102 94 154 132 122 head dia.) 50 116 100 92 149 129 119 60 113 98 91 1 146 126 117 6d lap siding nails 8 Wood,2x4, 24 -18.3 (0.12-in shank min.specific dia.,2-in.long, gravity 0.42 Max.48- 15 17/64-in.head inch-wide dia.) panels — — 109 — 20 109 25 109 30 109 40 50 60 #8 x 1-1/4-in. 8 No.20 gage 24 -21.6 15 96 87 124 113 self-piercing lath steel 20 96 1 -- 124 110 screws Max.48 25 96 124 10730 96 124 inch-wide 40 92 119 panels 50 89 115 60 87 113 NN G130 Derry Court •York • Pennsylvania • 17406 intertek.com/building Intertek Version:6 April 2017 On Code Compliance Research Report CCRR-0258 Page 23 of 24 Table 7 -Continued Notes: 1.NichiSoffitT"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+/-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 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. 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 8 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. a 130 Derry Court •York • Pennsylvania • 17406 a,;M,® intertek.com/building Intertek PCA-11011 Version:6 April 2017 L®ri Code Compliance Research Report CCRR-0258 Page 24 of 24 Table 8 -S ecifications of Tested Fasteners Head Shank MinimumFastener Siding Fastener Length Diameter Diameter Materil2,3 Siding Type' Fastener Withdrawal (in) Penetration into (in) (in) Material(in) Value(lbs) NichiPanel TM^ 111/, 42.2 NichiBoardT" Face 11/ 34.4 SPF NichiBoardT" Blind 1 ll/Is42.2 NichiStraightTM/ NichiSta eredT"" 13/8 34,4 6d Double HD MAZE Coil 2 0 237 0.099 DF NichiBoardTM Face 13/8 53.1 Nail NichiBoardTm Blind 1't/ 65.2 7 NichiStraightTM/ /1s"OSB NichiSta eredTM" 7/16 16.9 7/161,OSB NichiShakeTM 7/16 16.9 2 5 0.236 0.097 SPF NichiBoard TIM Face 1 M 45.9 NichiBoardT" Blind 2'/,6 53.6 SPF NichiFrontier TM" Face 11/ 29.8 NichiFrontierTM Blind 11/16 41.4 6d Ring Shank Double HD 2 0.233 0.105 7/1e'OSB NichiStraightTM/ 7/16 MAZE Coil Nail NichiStacicieredT11 17.9 F SYP NichiFrontierT" Face 11/ 46.1 NichiFrontierTM Blind 19/16 64.0 8d Masonite Siding Nails 2 5 0.313 0.118 SPF NichiPanel TM" 21/16 65.2 SPF NichiBoardTM (Face) 11/6 35.5 Double HD MAZE Asphalt NichiBoardT" Blind 17/16 45.4 &Fiberglass Shingle Nail 1.75 0.365 0.125 SYP NichiBoardTM^ Blind 17/16 70.1 7/16"OSB NichiBoardTM Face 7 21.3 NichiBoardTM Blind 7/16 21.3 2.5 0.383 0.125 SPF w/ NichiFrontierTM Face 15/ 51.3 Double HD Grip Rite '/is"OSB NichiFrontierTM Blind 21/1, 65.1 Roofing Nail 1.75 0.362 0.125 7/16"OSB NichiFrontierTM Face 7/1621.3 NichiFrontierTM Blind 7/16 21.3 Grabber#8 FI6at Wafer 1.625 0.406 0.166 SPF NichiPanel TM 16/ 85.0 H Screws 20 GA Steel NichiPanelTM 88.3 NichiPanel TPA 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoardT^ Face 94.7 Systems,VersaPin7 NichiBoardTM Blind 94.7 1.375 0.251 0.107 20 GA Steel NichiPanel TM 94.7 NichiFrontierTM" Face 95.0 #8-18 Wafer Head ROCK- 1 625 0.395 0.162 20 GA Steel NichiFrontierTM^ Blind 95.0 ON'rm Screws NichiStraightTM/ NichiSta eredTM -- 95.0 Concrete NichiBoardTM Face 3/4 233.1 125 0.300 0.145 Block (Face) rosmith Fastening NichiBoardTM Blind 1118 233.8 Systems,SurePin9 2 0.300 0.145 Concrete NichiStraightTM"/ Block NichiSta eredTIM 1'/6 233.8 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.OSB 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.SYP(Southern Yellow Pine)framing material is assumed to have a Specific Gravity of 0.5 or greater. 5.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 pullout 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 pullout capacity based on ITW Buildex and Illinois Tod Works,Inc.Product Report No.02722 and a safety factor of 3. 9.Fastener pullout capacity based on PEI Product Report PER-07021 and a safety factor of 5. 6130 Derry Court • York• Pennsylvania • 17406 intertek.com/building m° PCA-101 Version:6 April 2017