Loading...
377 8tH ST RESA20-0023 revision 1-6-21 0 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN - --_ A g City of Atlantic Beach Building Department GRAY IS REQUIRED. 'oar 800 Seminole Rd, Atlantic Beach, FL 32233 _ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I,r silk3 El Revision to Issued Permit OR 0 Corrections to Comments Date: f/tc 1 Project Address: 3 71 (aJ1 A 1 6 ' `1 L \ P(1+ r` 3/17 33 Contractor/Contact Name: TODD A BQS( 0 Contact Phone: 904— i4\ — 03 2 0 Email: .k1.046 0 b``SC x• `"-4-1 Description of Proposed Revision/Corrections: r—, , fes , TIMAc( ..� ,.4 .. .r ".—. `--,:. JAN — 6 2021 i ---7)CD16 IN GCS(t3 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • ill proposed revision/corrections add additional square footage to original submittal? No Yes(additional s.f.to be added: ) / Will proposed revision/corrections add additional increase in building v,r% to •riginal submittal? No 1*Yes (additional increase in building value:$ )(C ntractormustsign if increase in valuation) *Signature of Contractor/Agent: �� / (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated10/17/18 I MAP SHOWING SURVEY OF I LOT 38 TOGETHER WITH THE WEST 33.30 FEET OF LOT 36, BLOCK 10, PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I I I I I I 10 0 40 SCALE: I' a 20' I LOT 39 LOT 37 LOT 35 LOT 33 I I 1 (83.40' FIELD) 'CHAIN NAIL IN 24' 2.Z0' FCUND 1/2'IRON%uNK FENCE -- OAK TREE �.3 /-4' CHAIN UNK FENCE J•3 PIPE,L*6715 ----- M—i1�—i_� }—�6—x_—Z—x' x�6.7G' 0.5'1 A .00" :e wolo FENCE�- 33.30 a s 30.1' ,,A +,ry FENCE 4'CHAIN 2.7' J:lc UNK FENCE 1 STORY �l I / BLOCK 0 NRIGATION,0 I 4' 0 C I BUILDING coNTRa+ FINISHED FLOOR-12.12' VALVE I F 2.9' DIC';��`/,� F(NC 30.1' `•" ALUMINUM I ' "l " >� so.a' IED , J O I di. 10.4' 0 i , � q � µj � Y �v V I 1 1 E V`- 1 ` ' _E V I ( + CONCRETE I / \ 10.4' A 11 IC a Ki I L. 7.8' M1 I- 60 PA c)( �Z.C)Z _ 12.4' +� i a.s' 18.2 y .� r1h J p3 M 19.7' D LOT 40 C + v °01 p • o w I LOT 34 JIJ m CD LT. O Oci N O sl r ; 24.5' h °: r X 1 L., W _ A L L g 2—STORY STUCCO AND w ( • e, WOOD FRAME RESIDENCE I— NUMBER 377 s.D' e.5' el of FINISHED FLOOR-12.20' 0.1' IP W I 24.6' J > '4 PPAQkw\( , C 0 ,� .� \0• 16.1' N 1. i I 12.4" +� I C NCRETE 0 I \ 14.7 PATIO I \W'000� . .' N. .( Z `C 4• 0 3 a.. N N ..,CLEAN-OUT W JO.r •J + S 1 UNDERGROUND a ..i. I J CONCRETE ' tii I PROPANE TANK (/) 210.00' REEF M0,No8- % 0 s N 33.30' C OUNO t/2 IR �° 9 I 0 • 'PE,LB3672 II �— 50.00' 0 CONCRETE SIDEWALK 6 „ 16.70" ------ BENCHMARK: MAGNAIL AND METER CLEAN-OUT DISK, L83672 IN POWER POLE40 ELEVATION: 10.57'NAVD 88' 83.30. (83.25' FIELD) EIGHTH ST. 40' RIGHT OF WAY PAVED PUBLIC ROAD NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A - 90'07'56" LOT AREA: 10,844 SQUARE FEET B = 89'47'55" IMPERVOIUS AREA: 4,799 SQUARE FEET C = 90'06'57" IMPERVOIUS PERCENTAGE:44.25% D = 89'57'12" 4. NORTH PROTRACTED FROM PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON LIES IN FLOOD PETER CHRISTMTSIS, KATHLEEN HAMMILL, ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL AND TD BANK. CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0409H, REVISED JUNE 3, .-. 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN ,; 'R.S.RA: .';''' THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER.' FLORIDA LIC. SURVEYING de MAPPING-BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. . DATE DRAWN BY: JDB JANUARY 6, 2016 FILE: 2016-1421 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 REF:2016-0574 • 1 I MAP SHOWING SURVEY OF H LOT 38 TOGETHER WITH THE WEST 33.30 FEET OF LOT 36, BLOCK 10, PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I 1 1 1 1�0 O 40 SCALE: 1" = 20' I LOT 39 LOT 37 LOT 35 LOT 33 I I I (83.40' FIELD) NAIL IN 24" I' FOUND 1/2"IRON`/UNK FENCE OAK TRE ...)... 4' CHAIN UNK FENCE 3,30 PIPE,LB8715 _,„(1, _-_-- �1 M fr --1 ,----,,---_-6,-_—_,33,53/____,. 6.70' 0.5U' A • .00' +r W00 FENC . s' + 9 '. 9° 'WOOD 30.1' ‘' +� FENCE 4'CHAIN 2.7' ❑A/C 61-3‘'"1 1 LINK FENCE y 1 STORY ���V.../// 1 o BLOCK o ,' „ BUILDING , ICRoIGATIO`.,� ���� C 0.2'. FINISHED FLOOR-12.12' VALVE I F I 2.9' �[��;)�C� l cC " 30.,../ I ALUMINUM �f\ I f + 50.4' DIED O e 2.4. +.� �`' 7.8' I , ' —❑ I 1 / J' aro ry v ❑ 4141, � / �/� N j�1� i"-� *, CONCRETE A s A/C X n 1 - l I •" 1 Gv 1 I N F° PATIO \ # I / , 10.4' M h 1 7.8' G N 1?A�-K A2,02— 12.4' 19.2' +`�ao l co ta.7' 8.5' o. ,far a n n o 1 LOT 40 E 0 r, 4 010 E,1 OO I LOT 34 JIJ 4 \(/�/� Q( �f a M O r a • N O DC l J a- 1. , , 24.5' ,,,. r n x I I v W A LL I 2—STORY STUCCO AND n ( y �, WOOD FRAME RESIDENCE I- J NUMBER 377 o I 5.o' 8.5' I FINISHED FLOOR-12.20' n at' I f1 \ .'t QA tZKwJ 0 24.8' 1 TlJ Ct �0 19.1' P.1.4., / I 12.4' ^u 0 I \ / l0 14.7 C�NCRpAo O I \WOOD/ `\ / i s. I N PP RG0c /( wp1/ \\--\r1 I. § 1 ^' o J,CLEAN-OUT 1 CK ..0‘? `D ? + 0 +`P. > I r W v 11 q¢5i IUNDERGROUND I 0.7 r CONCRETE . + 01 I PROPANE TANK 1' I (f) 210.00' FOUND 3/8" ,, � I '"EI I 33.30' C OUND 1/2'IR� ___ R_EBAR,NO CA ' �'b { 9'? . •PE,1.113872 BENCHMARK: MACNAIL AND 50.00' \ 4":11 D CONCRETE SIDEWALK16.70' METER CLEAN-OUT DISK, ELEVATION:710.57'N2 IN AEVD 88' 83.30' (83.25' FIELD) EIGHTH ST. 40' RIGHT OF WAY PAVED PUBLIC ROAD NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'07'56" LOT AREA: 10,844 SQUARE FEET B = 89.47'55" IMPERVOIUS AREA: 4,799 SQUARE FEET C = 90'06'57" IMPERVOIUS PERCENTAGE:44.25% 0 = 89'57'12" 4. NORTH PROTRACTED FROM PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON LIES IN FLOOD PETER CHRISTMTSIS, KATHLEEN HAMMILL, ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL AND TD BANK. CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. r; "NOT VALID WITHOUT THE SIGNATURE AND DONN ," P,S,'FA: THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA UC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. 'DATE` DRAWN BY: JOB JANUARY 6, 2016 FILE: 2016-1421 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 REF:2018-0574 Ilk Bosco Building Contractors, Inc. 2158 Mayport Road, Atlantic Beach, Florida 32233 Wednesday 1/6/21 377 8th St Atlantic Beach, FL 32233 Permit-#RESA20-0023 Attn: Mike Jones The following are replies to your review comments 1. The existing structure is painted block or stucco with exposed rafter tails which we will continue. The dormers will have siding on it which we will add to the product approval sheet. 2. All items are noted that are impacted. The new space above the garage guest quarters is one storage space and the porch is open to the out doors with a roof covering. 3. All new spaces are non-living spaces 4. On Page A301 on the far right of the page the elevation of the existing structures is noted. north shows the new covered between the wings the house. The north elevation shows the new covered I..V roof between l.11 tI II. 2 wings of the IIV V✓a... That is all the difference on that view. b. The other elevations show the garage—everything above the first floor is new storage space. 5. There is existing HVAC in this dwelling already no additional AC is to be added to either location. Zoning comments: 1. Survey is attached 2. The elevations are located on A301 as per the answer for above#4 If there are any further questions, please do not hesitate to ask. Sincerely 4111. Todd A. Bosco Phone: 904.241.0320 Fax: 904.241.0326 Email: Info@BoscoCBC.com CBC 1250212 www.BoscoCBC.com ;-S rL�l • r C4 ,s ' '' ` ' , 1 CITY OF ATLANTIC BEACH ,--i ,.. 800 SEMINOLE ROAD �' =`' ATLANTIC BEACH, FL 32233 (904) 247-5800 ti0.F3!- r BUILDING REVIEW COMMENTS Date: 12/22/2020 Permit#: RESA20-0023 Site Address: 377 8TH ST Review Status: DENIED RE#: 169978 0000 Applicant: BOSCO BUILDING CONTRACTORS Property Owner: CHRISTAMTSIS HAM MILL TRUST Email:TODD@BOSCOCBC.COM Email: PETERCHRISTAMTSIS@GMAIL.COM Phone: 9042410320 Phone: 9044632227 9044228060 9044127749 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: I. If there is soffit or siding material to be used on this project, submit the FL# for each product as well as the installation instruction and the EVALUATION REPORTS. Information to be resubmitted on the FL# information sheets. 2. Submit existing floor plans and the proposed floor plans for all improvements. Room shall be labeled, dimensions given for rooms, all openings measurements given (door and windows), interior and exterior. 3. Submit on the design drawings the square footage increase of living space and non-living space. 4. Submit elevation drawings of the improvements to include dimensions of the improvement areas, and measurements to grade. 5. Energy Conservation forms need to be filled out for the areas of improvement that will be receiving conditioned/heated air. 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: 1 - Permit Number: RESA20-0023 Description:enclose screened porch Applied: 12/21/2020 Approved: Site Address:377 8TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status: RECEIVED Applicant:<NONE> Parent Permit: Owner:CHRISTAMTSIS HAMMILL TRUST Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 12/21/2020 12/21/2020 SUBMITTAL Jennifer Johnston APPROVED COMPLETENESS W/CONDITIONS Notes: received via FTP site,uploaded as attachment;no survey or site plan included to verify size of porch to be enclosed,no site management plan included 12/21/2020 1/5/2021 1/5/2021 ZONING Zoning DENIED Notes: Please show the existing and proposed height from grade of the guest house. Please submit a survey of the property. 12/21/2020 I 12/22/2020 I 1/5/2021 I BUILDING I Building I DENIED Notes: Correction Comments: 1.If there is soffit or siding material to be used on this project,submit the FL#for each product as well as the installation instruction and the EVALUATION REPORTS.Information to be resubmitted on the FL#information sheets. 2.Submit existing floor plans and the proposed floor plans for all improvements.Room shall be labeled,dimensions given for rooms,all openings measurements given(door and windows),interior and exterior. 3.Submit on the design drawings the square footage increase of living space and non-living space. 4.Submit elevation drawings of the improvements to include dimensions of the improvement areas,and measurements to grade. 5.Energy Conservation forms need to be filled out for the areas of improvement that will be receiving conditioned/heated air. 12/21/2020 1/4/2021 1/5/2021 PUBLIC WORKS Public Works APPROVED W/CONDITIONS Notes: See Conditions of Approval that will be printed on Permit. 12/21/2020 12/22/2020 1/5/2021 PUBLIC UTILITIES Public Utilities NOT APPLICABLE TO DEPARTMENT Notes: Printed:Wednesday,06 January,2021 1 of 1 CENTRALSQUARE a _. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) ,1 *Project Address: (>) 7 r -5[ ) Ti- 1'C-I1 Permit#: tJi9 - (G07-3 *Owner/Project Name: Ci-1/e/ TA,"1 TS/S As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2. Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 • Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding eddy 1-1Nc ��' / 9es--' 2.Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 ,- . Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 • In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): / 1 -2D /1- /2 61 L 0 *Contractor Signature: *Company Name: jD1 e4 Co,/T,' cTD/1sI TA"c . *Mailing Address: 2-/rK "91 PB/T _O. *City: X' *State: ice— *Zip Code: 3�X33 *Telephone Number: *E-mail Address: ,0D(c;) f dS‘oC�sG, Ce:� Cell Phone Number: /F,9 ¢- a33- c9 p Fax Number: ?(,) - Page 4 of 4 Updated 10/17/18 lorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... FLIDA OIPARTM6NT OF H _��I I I OR Business & Professional Regulation ! rDBPR HOME ABOUT OBER DBPR DIVISIONS CONTACT DBPR BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I SCIS Site Map I Links Search Fbrida r Product Approval I l\ „:;)USER:Public User Product Approval Menu>Product or Application Search>Application List>Application DetaH ►OFFICE OF THE FL# FL12098-R9 SECRETARY Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Nichiha USA, Inc. Address/Phone/Email 3150 Avondale Mill Road Macon, GA 31216 (770)805-9466 Ext 1021 dhohenstern@nichiha.com Authorized Signature David Hohenstern dhohenstern@nichiha.com Technical Representative David Hohenstern Address/Phone/Email 6455 East Johns Crossing Suite 250 Johns Creek,GA 30097 (770)805-9466 dhohenstern@nichiha.com Quality Assurance Representative David Hohenstern Address/Phone/Email 6465 East Johns Crossing Suite 250 JOHNS CREEK,GA 30097 (770)805-9466 Ext 1021 dhohenstern@nichiha.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Intertek Testing Services NA, Inc. Quality Assurance Entity Intertek Testing Services NA, Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By Intertek Testing Services NA, Inc. Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASCE 7 2016 ASTM C1186 2008 ASTM E136 2016 ASTM E330 2002 ASTM E84 2016 TAS 202 1994 1 of 3 1/6/2021,2:38 PM lorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 12/22/2020 Date Validated 12/22/2020 Date Pending FBC Approval Date Approved 12/31/2020 Summary of Products FL# Model,Number or Name Description 12098.1 NichiBoard Plank Lap siding boards in widths from 5-1/4"up to 12"; all boards are 12 feet in length and 5/16"in thickness. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098_R9_II_CCRR-0258.pdf Approved for use outside HVHZ:Yes Verified By: Intertek Testing Services NA,Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +85/-85 Evaluation Reports Other: Installation must be in accordance with CCRR-0258 FL12098_R9_AE_CCRR-0258.pdf 12098.2 NichiPanel Panels are available in 4-foot widths and 3 lengths: 8', 10', and 12'. All panels are 5/16"thick. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098_R9_II_CCRR-0258.�df Approved for use outside HVHZ:Yes Verified By: Intertek Testing Services NA, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +75/-75 Evaluation Reports Other: Installation must be in accordance with CCRR-0258 FL12098_R9_AE_CCRR-0258.pdf 12098.3 NichiShake Primed cedar shake panels available in widths from 6-/14"up to 12"; all boards are 18" in height. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12098_R9_II_CCRR-0258.pdf Approved for use outside HVHZ:Yes Verified By: Intertek Testing Services NA,Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL12098_R9_AE_CCRR-0258.pdf 12098.4 NichiSoffit 12",16"wide by 12'long, or 24",48"wide by 8 feet long soffits. Product is 1/4"thick Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098_R9_II_CCRR-0258.pdf Approved for use outside HVHZ:Yes Verified By: Intertek Testing Services NA, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installation must be in accordance with CCRR-0258 FL12098_R9_AE_CCRR-0258.pdf 12098.5 NichiStaggered/ NichiStraight 16"wide by 4'long panels designed to look like individual cedar shake.The panels are 5/16"thick. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12098_R9_II_CCRR-0258.pdf Approved for use outside HVHZ:Yes Verified By: Intertek Testing Services NA,Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other:Installation must be in accordance with CCRR-0258 FL12098_R9_AE_CCRR-0258.pdf Ba cid INext I 2 of 3 1/6/2021,2:38 PM lorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dthaspx?param=wG... y ' Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida it an AA/EE0 employer.CQRyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Air ec heck Credit Card Safe security w,rtcu 3 of 3 1/6/2021,2:38 PM intertek Code Compliance Research Report Total Quality.Assured. CCRR'0258 Issue Date: 10-31-2016 Revision Date: 11-30-2020 Renewal Date: 10-31-2021 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. REPORT HOLDER: 2.0 STATEMENT OF COMPLIANCE Nichiha USA Inc. 6465 E.Johns Crossing,Suite 250 The NichiProductsTM' siding products recognized in this report Johns Creek,Georgia 30097 comply with the Codes listed in Section 1.1,for the properties www.nichiha.com stated in Section 1.2, and uses stated in Section 1.3, when installed as described in this report, including the Conditions REPORT SUBJECT: of Use stated in Section 6. NichiProductsTM'Fiber-Cement Siding Products 1.0 SCOPE OF EVALUATION 3.0 DESCRIPTION 1.1 This Research Report addresses compliance with the 3.1 NichiProductsn' Fiber Cement Siding Products: following Codes: The siding products are used for lap and panel siding. A 2018,2015,and 2012 International Building Code®(IBC) description of the siding products, their dimensions and 2018, 2015,and 2012 International Residential Code® their intended application is in Table 2. (IRC) 2020 Florida Building Code—Building(FBC)and 4.0 PERFORMANCE CHARACTERISTICS Residential(FRC)(including HVHZ) (see Section 9) 2019 California Building Code—Building(CBC)and 4.1 Physical Properties: The siding products comply with Residential(CRC) (see Section 9) ASTM C1186,Type A,Grade II, in accordance with 2018 IBC Section 1403.10[1404.10]and IRC Section R703.10. NOTE: This report references 2018 International Code sections. Section numbers for the 2015 IBC, 2020 FBC and 4.2 Wind Resistance: The maximum allowable wind 2019 CBC are noted in parentheses where different. pressure for each of the siding products is described in Tables 3,4,5 and 6. 1.2 The NichiProductsTM siding products described in this report have been evaluated for the following properties(see 4.3 Surface Burning Characteristics: The siding products Table 1): have a flame spread index of 0 and a smoke-developed index Physical properties of 0,when tested in accordance with ASTM E84. Wind resistance Surface burning characteristics 4.4 Noncombustibility: The siding products are Noncombustibility noncombustible building construction materials complying Weather protection with IBC Section 703.5 as determined by testing in accordance with ASTM E136. 1.3 The NichiProductsTM' siding products have been evaluated for the following uses(see Table 1): 4.5 Weather Protection: Siding products are installed in Use as an exterior wall covering in accordance with IBC accordance with Section 5.2 of this report. Section 1405.16 and IRC Section R703.10. Use on exterior walls in Types I, II, Ill,and IV construction 4.6 Fire-resistance-rated Construction: Fire-resistance- rated construction is outside the scope of this report. 130 Derry Court •York• Pennsylvania • 17406 intertek.com/building M1CAEDITEQ Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 2 of 26 5.0 INSTALLATION 7.0 SUPPORTING EVIDENCE 5.1 General: 7.1 Reports of tests in accordance with ASTM C1186,ASTM The siding must be installed in accordance with the Nichiha E84,ASTM E136,and ASTM E330. USA Inc., published installation instructions, the applicable 7.2 Intertek Listing Report "Nichiha USA, Inc. Code, and this Research Report. A copy of the NichiProducts'M Fiber-Cement Siding Products" on the manufacturer's instructions must be available on the jobsite Intertek Directory of Building Products. during installation. 5.2 Application: 7.3 Documentation of an Intertek approved quality control system for the manufacturing of products recognized in this Under the 2018 IBC, the siding products must be installed report. over a water-resistive barrier complying with Sections 1403.2 [1404.2] and 1402.5 [1403.5] and must be attached 8.0 IDENTIFICATION as described for the specific assembly in Tables 3,4, 5, 6, 7, and 8. The NichiProductsTM siding products are identified with the Nichiha USA Inc., name, and address, the product name, the Under the IRC,the siding products must be installed over a Intertek Mark as shown below, and the Code Compliance water-resistive barrier complying with Section R703.2. Lap Research Report number(CCRR-0258). siding and panel siding may be installed as described in Table DE R703.3(1), for areas in which the design pressure does not COMPLIANCE exceed 30 pounds per square foot and the mean roof height does not exceed the limits in Table R703.3.1,or as described 01.11) in Tables 3 through 6. For conditions that exceed these limits,the panels must be installed as described in Table 9. Intertek 6.0 CONDITIONS OF USE CCRR-0258 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 9.0 OTHER CODES governs. 9.1 California Building Code 6.2 When allowable wind speed is determined in 9.1.1 Scope of Evaluation: accordance with Table 3,the allowable wind speed must be equal to or greater than the design wind speed calculated in The NichiProductsTM' siding products were evaluated for accordance with the applicable Code. compliance with the 2019 California Building Code,including Chapter 7A. The siding products are noncombustible 6.3 When the wall construction includes a combustible materials as defined in CBC Section 202 and as permitted for water-resistive barrier and is required to be of Type I, II, III, use on exterior walls in CBC Section 707A.3. or IV construction, use of the siding products is limited to a maximum 40 feet in height above grade plane except under 9.1.2 Conclusion: the 2018 [2015] IBC where data has been presented to the building official demonstrating compliance with the The siding products,described in Sections 2.0 through 7.0 of Exception to Section 1402.5 [1403.5]. this report, comply with the 2019 California Building Code, subject to the conditions noted in Section 6.0 of this report. 6.4 The NichiProductsTM' siding products are produced Section numbers for the CBC — Building and Residential under a quality control program with inspections by Intertek correspond to the 2015 IBC and IRC section numbers. Testing Services NA, Inc. 130 DerryCourt•York• Pennsylvania • 17406ACCREDITFEJ ® Y intertek.com/building Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 3 of 26 9.2 Florida Building Code In HVHZ applications, the NichiProducts siding must be installed over CBS construction or 5/8 in. (5-Ply) plywood 9.2.1 Scope of Evaluation: supported by 2 by 6 wood or No. 18 gage metal studs, spaced at 16 inches on center. The NichiProductsTM siding products were evaluated for Intertek is an approved evaluation entity and quality compliance with the 2020 Florida Building Code — assurance entity pursuant to Florida Statute 553.842 — Building a n d Florida Building Code — Residential. Product Evaluation and Approval. 9.2.2 Conclusion: 10.0 CODE COMPLIANCE RESEARCH REPORT USE The siding products described in Sections 2.0 through 7.0 of this report, comply with the 2020 Florida Building 10.1 Approval of building products and/or materials can Code — Building and Florida Building Code — Residential, only be granted by a building official having legal authority subject to the following conditions: in the specific jurisdiction where approval is sought. Use of the NichiProducts Siding in Types I, II, Ill or IV construction, is as permitted in Florida Building Code — 10.2 Code Compliance Research Reports shall not be used Building,Section 1406.2.1. in any manner that implies an endorsement of the product Attachment of NichiProducts for compliance with the by Intertek. High-Velocity Hurricane Zone (HVHZ) provisions of the 2020 Florida Building Code — Building and the Florida 10.3 Reference to the https://bpdirectorv.intertek.com is Building Code—Residential is described in Table 8 of this recommended to ascertain the current version and status of report. 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 Y ACCREDITED' intertek.com/building Intertek PCA-lot Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 4 of 26 TABLE 1—PROPERTIES EVALUATED PROPERTY 2018 and 2015 2018 and 2015 2020 FBC— 2020 FBC— 2019 CBC' IBC SECTION' IRC SECTION' Building' Residential' 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] Noncombustibility 703.5 NA 703.5 NA 202,703.5 Wind resistance 1404.16 R703.16 1405.16 703.1.2 1405.16 [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,California,and Florida Codes. TABLE 2—NICHIHA SIDING DESCRIPTION Product Name Nominal Thickness 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 NichiStraightT"and Designed to look like NichiStaggered"lap panels 5/16 16 inches wide by 4 foot long Lap panel siding individual cedar 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 long; Vented or Nonvented; NichiSoffit" 1/4 Soffit Smooth or Cedar 24,48 inches wide by 8 feet long finish CI 130 DerryCourt•York• Pennsylvania • 17406 ACCRFDITRY 441) intertek.com/building; Intertek PCA-101 Version:6 April 2017 ,e, Code Compliance Research Report CCRR-0258 Page 5 of 26 Table 3 -Design Loads for Negative Transverse Wind Load (NichiBoardTM Plank)1,4'7 Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 or ASCE 7-16 Siding Type Siding Fasteners Face/Blind Frame/Horizontal Field(in) Framing Design Height Wind Speed(MPH)2 Ultimate (in) Type Pressure(psf)6 (ft) Wind Speed(MPH)3 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 SPF -49.5 30 143 121 111 185 156 144 40 138 118 109 178 152 140 50 133 115 106 172 148 137 5.25/6.25 60 130 113 105 168 146 135 16 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 60 162 140 130 209 181 168 Face NichiBoardT" Coil Nail 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 60 106 92 86 137 119 110 24 5.25/6.25 15 146 132 120 188 171 155 20 146 128 117 188 166 151 25 146 126 115 188 162 149 DF -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 1115 106 171 148 137 15 170 170 155 210 210 200 MAZE 8d nail—2-1/2 20 170 166 151 210 210 195 5.25"/6.25" inches long,0.279-inch 16 5.25/6.25 SPF 85 25 170 162 148 210 209 191 NlchiBoard" dia.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 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 Blind 60 110 95 88 142 123 114 NichiBoard'" Coil Nail 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 -- -- ® 130 Derry Court • York • Pennsylvania • 17406 intertek.com/building —,Fnrr, Intertek PCA-101 Version:6 April 2017 0 Code Compliance Research Report CCRR-0258 Page 6 of 26 Table 3 -Continued (NichiBoard"" Plank)1'4'' Effective Fastener Spacing ASCE 7-10 or ASCE Allowable Building ASCE 7-05 Basic 7-16 Ultimate Frame/Horizontal Framing Design Height Wind Speed(MPH)2 3 Siding Type Siding Fasteners Face/Blind (in) Field(in) Type Pressure(psf)6 (ft) Wind Speed(MPH)3 Exp B Exp C Exp D 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 5.25"/6.25" Double HD MAZE 20 153 135 123 197 174 159 NichiBoard'" Asphalt&Fiberglass 25 153 132 121 197 170 156 Shingle Nail Blind SPF -56.1 30 153 129 119 197 167 153 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 _ Face 60 170 170 170 210 210 210 15 170 170 160 210 210 207 20 170 170 156 210 210 202 5.25"/6.25" Aerosmith 25 170 168 154 210 210 198 NichiBoard'" Fastening 20 GA 24 5.25/6.25 -90.9 30 170 164 151 210 210 195 Systems, Steel --— 40 170 159 147 210 206 190 Versa Pin 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 20 GA 25 107 92 — 138 119 109 Blind 16 5.25/6.25 -27.5 30 107 90 — 138 117 107 Steel 40 103 88 — 132 113 — 50 99 86 -- 128 111 — 60 97 -- -- 125 109 -- ID S 130 Derry Court•York• Pennsylvania • 17406 r.r2IlTIFT . intertek.com/building Intertek PCA-101 Version:6 April 2017 • Code Compliance Research Report CCRR-0258 Page 7 of 26 Table 3-Continued (NichiBoard"" Plank)1'4•' Effective Fastener Spacing ASCE 7-05 Basic ASCE 7-10 or ASCE Allowable 7-16 Ultimate S Frame/Horizontal Framing Design Building Wind speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fastener Face/Blind (in) Field(in) Type Pressure(psf)6 Height(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 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 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 Face 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 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 -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 60 170 147 137 210 190 177 130 DerryCourt•York• Pennsylvania • 17406 nccerDiTeu intertek.com/building Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 8 of 26 Table 3-Continued (NichiBoard' Plank)1.4.7 Effective Fastener Spacing ASCE 7-10 or ASCE Allowable BuildingASCE 7-05 Basic Framing (MPH)2 7-16 Ultimate Frame/Horizontal Design Height Wind Speed 3 Siding Type Siding Fasteners Face/Blind Field(In) Type 6 Wind Speed(MPH) (in) 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 7/16" 25 121 105 96 156 135 124 12 7.25 OSB -35.3 30 121 102 94 156 132 122 40 116 99 92 150 128 118 50 113 97 90 145 125 116 60 110 95 89 142 123 114 7.25"NichiBoardn' Double HD MAZE Blind 15 102 93 132 120 109 Asphalt&Fiberglass 20 102 90 -- 132 117 106 Shingle Nail 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 — — 15 148 135 122 192 174 158 MAZE R-104(1-3/4 20 148 131 119 192 169 154 in.long,0.144 in. 25 148 128 117 192 165 151 7.25"NichiBoard Blind 16 7.25 SPF -53 shank,0.326 in. 30 148 125 115 192 162 149 head) 40 142 122 112 184 157 145 50 138 119 110 178 153 142 60 134 116 108 173 150 140 (ii) 130 Derry Court•York• Pennsylvania • 17406 ACCREDITEC intertek.com/building 11122 c.,,Zt.,,, Intertek PCA-101 Version:6 April 2017 El) Code Compliance Research Report CCRR-0258 Page 9 of 26 Table 3-Continued(NichiBoardTM Plank)1'4.7 Effective Fastener Spacing Allows ble ASCE 7-05 Basic ASCE 7-10 or ASCE 7-16 Ultimate Frame/HorizontalFraming Desi Building Wind Speed(MPH)2 Wind Speed(MPH)3 Siding Type Siding Fastener5 Face/Blind (in) Field(in) Type gn Height(ft) p ( ) Pressure 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 20 GA 25 170 170 170 210 210 210 16 7.25 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" 60 170 170 162 210 210 209 NichiBoard Fastening Face 15 170 164 149 210 210 192 Systems, 20 170 159 145 210 205 188 Versa Pin 20 GA 25 170 156 143 210 201 184 24 7.25 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 60 141 122 113 182 158 146 15 102 92 -- 132 119 108 20 102 90 -- 132 116 106 25 102 88 -- 132 114 - 3.25" 6d Double HD Face SPF -25.0 30 102 86 -- 132 111 - NlchiBoardP" MAZE Coil Nail 40 98 - -- 126 108 - 50 95 - -- 122 105 - 24 8.25 60 92 - -- 119 - - 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 93 148 129 120 15 170 170 155 210 210 200 MAZE 8d nail-2- 20 170 166 151 210 210 195 1/2 inches long, 25 170 162 148 210 209 191 0.279-inch dia. Face 16 8.25 SPF -85 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 CI© 130 Derry Court•York • Pennsylvania • 17406 ACCREDITED intertek.com/building .,x".°0., Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 10 of 26 Table 3-Continued(NichiBoardt" Plank)1,4,7 Effective Fastener Spacing Allowa ble ASCE 7-05 Basic ASCE 7-10 or ASCE FramingBuilding 7-16 Ultimate Frame/Horizontal Desi Wind Speed(MPH)2 Siding Type Siding Fastener5 Face/Blind (in) Field(in) Type gn Height(ft) Wind Speed(MPH)3 Pressure Exp 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 25 111 96 87 143 123 113 30 111 94 86 143 121 111 Double HD MAZE 40 106 91 -- 137 117 108 Asphalt& 7/16" 50 103 89 -- 133 114 106 Fiberglass Shingle 12 8.25 OS8 -29.5 Nail 60 100 87 -- 130 112 — Blind 15 138 126 114 178 162 147 MAZE R-104,1- 3/4"long,0.326 20 138 122 111 178 157 143 in.dia.head, 25 138 119 109 178 154 141 8.25' 0.144 in.dia. 16 8.25 SPF -46 30 138 117 107 178 151 139 NichiBoard shank 40 133 113 105 171 146 135 50 128 111 103 166 143 132 60 125 108 101 162 140 130 15 170 170 170 210 210 210 20 170 170 167 210 210 210 20 GA 25 170 170 164 210 210 210 16 8.25 -103.3 Steel 30 170 170 161 210 210 208 40 170 170 157 210 210 203 Aerosmith 50 170 166 154 210 210 199 Fastening Face 60 170 163 151 210 210 195 Systems,VersaPin 15 169 153 139 210 198 180 20 169 149 136 210 193 176 20 GA 25 169 146 134 210 188 173 24 8.25 -68.8 Steel 30 169 143 131 210 185 170 40 162 139 128 210 179 165 50 157 136 126 203 175 162 60 153 133 124 198 172 160 (ii) CI 130 DerryCourt•York• Pennsylvania • 17406 ACCREDITED ,. intertek.com/building �r,°w Intertek PCA-101 Version:6 April 2017 • e Code Compliance Research Report CCRR-0258 Page 11 of 26 Table 3-Continued(NichiBoardTM Plank)1.4•' Effective Fastener Spacing Allowable Building ASCE 7-05 Basic ASCE 7-10 or ASCE Framing2 7-16 Ultimate = Frame/Horizontal Design Height Wind Speed(MPH) Siding Type Siding Fastener5 Face/Blind Field(in) Type 6 (in) Pressure(psf) (ft) Exp B Exp C Exp D 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 SPF -33.4 30 118 100 92 152 129 118 40 113 97 89 146 125 115 50 110 94 88 141 122 113 60 107 93 86 138 120 111 16 9.25 15 147 133 121 189 172 156 20 147 129 118 189 167 152 25 147 126 116 189 163 150 DF -51.7 30 147 124 114 189 160 147 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 — 9.25" 6d Double HD NichiBoard'" MAZE Coil Nail Face SPF -22.3 30 96 — — 124 — — 40 92 — — 119 — --_ 50 89 — — 115 — _ -- 60 87 — — 113 — — 24 9.25 15 120 109 99 154 140 127 20 120 106 96 154 136 124 25 120 103 95 154 133 122 DI -34.5 30 120 101 93 154 131 120 40 115 98 91 148 127 117 _ 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- 16 9.25 SPF 85 .25 170 162 148 210 209 191 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 12 9.25 7/16"059 -23.5 30 99 — — 127 108 -- Asphalt&Fiberglass 40 95 -- — 122 -- Shingle Nail 50 92 -- — 118 -- 9.25" 60 90 — -- 116 -- — NichiBoard'" Blind 15 119 108 98 153 139 126 MAZE R-104 nail:1- 20 119 105 96 153 135 123 3/4"long,0.326 in. 16 9,25 SPF 34 25 119 102 94 153 132 121 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 ACCRIDITIC intertek.com/building r-"''''''..-, Intertek PCA-101 Version:6 April 2017 a Code Compliance Research Report CCRR-0258 Page 12 of 26 Table 3-Continued (NichiBoard'' Plank)1-4.7 Effective Fastener Spacing ASCE 7OS Basic ASCE 7-10 or ASCE - Allowable Building 7-16 Ultimate Siding Type Siding Fasteners Face/Blind Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 Field(in) (in) Type Pressure(psf)6 (ft) Exp B Exp C Exp 0 Exp B Exp C Exp D 15 170 170 161 210 210 208 20 170 170 157 210 210 203 25 170 169 155 210 210 200 16 9.25 20 GA -92.1 30 170 165 152 210 210 196 Steel 40 170 160 148 210 207 191 50 170 157 145 210 202 188 60 170 154 143 210 199 185 9.25" Aerosmith Face NichiBoard'" Fastening 15 160 145 132 206 187 170 20 160 141 129 206 182 166 Systems, 25 160 138 126 206 178 163 VersaPin 24 9.25 20 GA -61.4 30 160 135 124 206 174 160 Steel 40 153 131 121 198 169 156 50 148 128 119 192 165 153 60 145 126 117 187 162 151 In130 Derry Court • York • Pennsylvania • 17406 ",,; intertek.com/building Intertek PCA-101 Version:6 April 2017 e Code Compliance Research Report CCRR-0258 Page 13 of 26 Table 3-Continued (NichiBoardn" Plank)1.4.7 Effective Fastener Spacing ASCE 7-10 or ASCE Allowable Building ASCE 7-05 Basic 7-16 Ultimate Siding Type Siding Fastener5 Face/Blind Frame/Horizontal Framing Design Height Wind Speed(MPH)2 Wind Speed(MPH)3 (in) Field(in) Type Pressure(psO6 (ft) ExpB ExpC ExpD ExpB ExpC ExpD 15 103 94 85 134 121 110 20 103 91 -- 134 118 108 25 103 89 — 134 115 106 SPF -25.8 30 103 87 — 134 113 — 40 99 — — 128 110 — 50 96 — — 124 107 — 60 94 — -- 121 105 — 16 12 15 129 117 106 166 151 137 20 129 113 104 166 147 134 25 129 111 102 166 143 131 DF -39.8 30 129 109 100 166 140 129 40 123 106 97 159 136 126 50 120 103 96 154 133 123 60 117 101 94 151 131 121 12"NichiBoard" 6d Double HD 15 -- -- — 109 — — Face 20 — — -- 109 — — MAZE Coil Nail _25 — — -- 109 — — SPF -17.2 30 — — -- 109 — — 40 — — — — — — 50 -- — — — — — 60 — -- — — -- — 24 12 15 105 95 87 136 123 112 20 105 93 — 136 120 109 25 105 91 — 136 117 107 DF -26.6 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 25 170 148 136 210 191 175 16 12 20 GA -71.0 30 170 145 133 210 187 172 Steel 40 165 141 130 210 182 168 50 160 138 128 206 178 165 12"NichiBoard'" Aerosmith Face 60 156 135 126 201 175 162 15 140 127 116 181 164 149 Fastening 20 140 124 113 181 160 146 Systems, 25 140 121 111 181 156 143 Versa Pin 24 12 20 GA -47.3 30 140 119 109 181 153 141 Steel 40 135 115 106 174 149 137 50 130 112 104 168 145 134 60 127 110 103 164 142 132 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 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 (GCpi)equal to+1-0.18,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 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. ® AS 130 Derry Court•York • Pennsylvania • 17406 0.CCR15 intertek.com/building =^� Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 14 of 26 Table 4-Design Loads for Negative Transverse Wind Load(NichiPaneln"Sheet)1'4'7 Fastener Spacing Building ASCE 7-05 Basic ASCE 7-10 or ASCE 7-16 Framing Framing AllowableUltimate Height Wind Speed(MPH)2 Panel Fastener5 Perimeter (in) Field(in) Type Spacing DeslgnPressure (psf) (ft) Wind Speed(MPH)3 Exp B Exp C Exp D Exp B Exp C Exp D 15 109 99 90 141 128 116 20 109 96 88 141 124 113 6d Double HD MAZE Coil 25 109 94 86 141 122 111 Nail 6 12 SPF Lumber 16"o.c. -28.7 30 109 92 - 141 119 109 40 105 90 - 135 116 107 50 101 87 - 131 113 - 60 99 86 - 128 111 - 15 134 121 110 173 157 142 20 134 118 108 173 152 139 25 134 115 106 173 149 136 16"o.c. -43.0 30 134 113 104 173 146 134 40 128 110 101 166 142 131 50 124 107 99 160 138 128 6d Double HD MAZE Coil 60 121 105 98 157 136 126 Nail 8 8 SPF Lumber 15 112 102 93 145 132 120 20 112 99 91 145 128 117 25 112 97 89 145 125 115 24"o.c. -30.4 30 112 95 87 145 123 113 40 108 92 85 139 119 110 50 105 90 - 135 116 108 60 102 88 - 132 114 106 15 170 160 146 210 207 188 20 170 156 142 210 201 183 25 170 152 139 210 196 180 16"o.c. 75 30 170 149 137 210 192 177 40 169 145 134 210 187 173 MAZE CEM-6 nail:2 in. 50 164 141 131 210 182 169 long,0.278 in.head,.119 6 6 SPF Lumber 60 160 139 129 206 179 167 in.shank 15 130 118 107 168 152 138 20 130 115 105 168 148 135 25 130 112 103 168 145 133 24"o.c. -40.6 30 130 110 101 168 142 130 40 125 107 98 161 138 127 50 121 104 96 156 134 125 60 118 102 95 152 132 123 15 170 155 141 210 200 181 6" 20 170 150 137 210 194 177 MAZE CEM-6 nail:2 in. 6"along along SPF Lumber 16"o.c. 25 170 147 134 210 189 174 long,0.278 in.head,.119 vertical vertical -70 30 170 144 132 210 186 171 in.shank studs only studs 40 164 140 129 210 180 167 only 50 158 136 127 205 176 163 60 154 134 125 199 173 161 15 170 170 156 210 210 201 20 170 167 152 210 210 196 25 170 163 149 210 210 193 16"o.c. -85.9 30 170 160 147 210 206 189 6d Double HD MAZE Coil 40 170 155 143 210 200 185 Nail 4 4 SPF Lumber 50 170 151 140 210 195 181 60 170 149 138 210 192 178 _ 15 159 144 131 205 186 169 24"o.c. -60.9 20 159 140 128 205 181 165 25 159 137 126 205 177 162 — 130 Derry Court•York• Pennsylvania • 17406 ®. ® 1 Y ACCREDITED' intertek.com/building Intertek PCA-101 Version:6 April 2017 • Code Compliance Research Report CCRR-0258 Page 15 of 26 30 159 134 124 205 174 159 40 153 130 120 197 168 156 50 148 127 118 191 165 152 60 144 125 116 186 162 150 130 Derry Court•York • Pennsylvania • 17406 ACCREDITEET intertek.com/building Intertek PCA-101 Version:6 April 2017 o o.a' o. d d 3 d K 0 0 0 a - fD M 10 n I 0 N to V N Gd d G. a o0 > > > a V 00 on as 'V1 3. s O CO CO m r; 3 Q M T CD a a O fD 3 in a1 CO .+ m N —aa) 3 I-b fD W -Id O vi in an Cr m /XJ T -n T 0 -I 'd to 5 fD fD n -' n es 0 = s to m _0 c1 A O1 A A a~1 ej 3 = C P! 4. o O 9- n 6 6 6 ID O. 0 fD 0 . H o E it S A 3 -0 n V W n N W mT 0- ID 127 73 tT m W �0 lD to 01 to A y = W to lD it, 01 to 1D G m 073 C 3 N N w N !. ' 1n 00 7 N S M 7 I I CU X W c • 8 o O 0 VN1 0 G 0 0 0 0 vi 0 v~1 8 0 0 0 Uii 0 G 8 0 O 0 UNn 0 G 0 0 0 0 (Ni 0 t~n 0 8 O o uv1 o t"n x'ot a N^ 41-a V 0 - -"' �'' - - - - - - - . . . . . . . . . . . . �"' '+ t to to 1""t to '+ to to r+ to t t t t t to pc W W A A A A A 01 01 V V V V V NN N N N N N A A In to to to to 1D ID 0 0 0 0 0 .+ N N N N N N y V1 as W 0 t0 D V1 tt0 tt0 O O O O O -40 .4 t0 to to tD W V N ao ao ao as to 00 .+ (n V1 Vl V1 V 0 A tD t0 tD tD 7 co CL. n in ( 1^ m o v .+ .+ F+ N ."o .+ r r F+ N N N N N r 1-, N N N N al N .+ N N N W W A A A to to 01 CO 0 0 0 0 .+ 1-+ 1-, N N N W W W A I 1 aD as to to to O O O O .+ N N 9 G N V t0 N 01 O N V1 W 0 ill A V N V1 1- W a1 t0 .+ A V A a1 to W a1 U W 01 tD N W V1 .+ W a1 to N A V . n 3 d 0t x n •+ •+ to •+ •+ •+ •+ •+ •+ to " to to . 1 1 1 I 1 I •+ �" •pp. •+ pt N O .+ .+ .+ .+ N N W W W A A V 0 A 01 0a O N A COIn V to W in V O W O) ao 0 N A 01 G tD 0 W a1 DD 0 W W W 0o N A N .+ l-• .+ 1+ .+ to N N N N N N N a F+ .+ .+ .+ F+ .+ .+ .+ .+ pN pN pN pN .+ .+ 1-+ !+ •+ •+ •+ •+ •+ •+ •+ •+ •+ •+cc, 9 CC 1/1 12 A koo A N N N N 0 0 0 0 0 0 0 N V,VI O 001 001 a01 001 tll1 b VI A A A A W aa1 0 OWi 01 a1 a1 N V1 u.+ Lutn in 0 001 a01 a01 a1 ao ; m 1) . _ _ 0. v dq vo CD S .+ .+ .+ .+ N N .+ .+ N N N N N N . . . . . . . . . .+ .+ .+ N .+ H H . . . . . N N N N .+ N Vt Wan 01 01'01 V ao ao tD tD 0 0 .+ W W W A A Ala a1 a1 a1 V V ao ao 0 0 N .. N N N W W W A A A InT. a 3 g �w A ,,,N A co N CO 10 A al, W t CO tD V 0 .+ W a1 N W V 1' W N 0 V 01 0 V1-, V1 t V t0 1 V 0 W + W N y . coa1 1-, V 0 W t -4o -a A 0 a A A A A .+ r r .+ .+ . . . . . r .+ .+ .+N NJ al o .+ .+ A .+ .+ .i r .+ Oi 1 I 1 .0 0 0 _ t t t M t t O W VI ttD N VI ao lr, in in N IVa as W 001 b A ID N W a1 t0 N A V to N A ao .0+ A CO0VI V LID N N W 01 tD N A V 0 W Cl N Qt Le Code Compliance Research Report CCRR-0258 Page 17 of 26 Table 4-Continued(NichiPanel'""Sheet)1,4.7 Fastener Spacing ASCE 7-OS Basic ASCE 7-10 or ASCE 7-16 Building Ultimate 5 Framing Framing Allowable Design 2 C Panel Fastener Perimeter Height Wind Speed(MPH) 3 ( ) Field(in) Type Spacing Pressure(psf) (ft) Wind Speed(MPH) In 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 16"o c. -119.8 30 170 170 170 210 210 210 40 170 170 169 210 210 210 50 170 170 166 210 210 210 8d Masonite Siding 4 4 SPF 60 170 170 163 210 210 210 Nails Lumber 15 170 165 150 210 210 194 20 170 161 147 210 207 189 25 170 157 144 210 203 186 24"o.c. -79.9 30 170 154 142 210 199 183 40 170 149 138 210 193 178 50 169 146 135 210 188 175 60 165 143 133 210 185 172 130 Derry Court • York • Pennsylvania • 17406 acc® intertek.com/building ^" Intertek PCA-1O1 Version:6 April 2017 m I 05 • * G1 * 6, > a a v © Cr m m x m x m A 13 a CO a 0#0 m - In T In 71 n M NJ N F. (0 .fie 7 0 f A V to an 'V1 CDA — s O CO 0, ' m a O al 1p 0 ID 3 T d v_ 00 F• I n NJ E 7 D) 00 = 1-i w ori O 0 a- 73 0 N C N C < a (� y IV " vv ° vT v 3 A ID ED m T f0 D o 0. A -o A el. T = A m A A 1... A 0 • 3 6 O O O O 6 6 6 > > (. f� fD • n h ' n n 00 fp '� • 73 a O CD O a ? A C ° S A • F ... 70 • 73 fD Co N N/ W N O0 IL V en V Nm Cr 0) ', in 00 w 00 ? W W 10 f7 DJ fD C N N Cif foo o in S Lrl fD OD 7 K COA p Ap Q pp ap1 AA ap1 y�i pp1 A�a pp1 a pp1 pp C •SI O 0 O 1, O V1 0 0 0 O W O V1 0 0 0 O N O 01 O O O O VI O W O O O O W O W O O O O W O 0 O O O O 01 O W O O O O 01 O U1 x w a V �..0 w a V A m al N W N N N N FI F. . . . . . . . . N N N F• F• F• F+ F• F. N N F• F• 1• F+ F. . . . . . . . F. N N Ir N F+ F+ . . . . . . . . .h+ �( t0 N W A A A A VI 01 01 V V V V W A A l,I VI VI VI O1 V V V V V V O O N F• F• F• F• 1J W W A A A A F• V F• N N N N W A A to W In In 0 01 N N N N CO N V 0 0 0 0 Co N 01 N N N N OD 0 0 0 0 0 0 VI CO N 01 01 01 01 l0 N 01 N N N N W 01 1.0 A A A A CO N 0, N N N N CO g a n en m T1 N A A. . . . . .o to t+ A A F+ G VI N N N N W W W A A VI VI 0, 0, 01 up t0 W tp O O O 1. 1. 1. N N N N tp O O O O F. I. N N N N W W W .00 y V. N A 01 0 W VI 1D V tD W V 0 W 00 O N VI f0 N A 00 V t0 W CO F• VI t0 N W N 00 0 NJ V1 NJ A 01 0 W V1 LC/ O0 0 NJ VI V 0 W 0 NJ VI tD N A 00 el 3 m 0 ,. ,-+ C s O o .. .. .. .. .. .. .. r+ F+ ,• ,• ,• F• ,• ,. ,• ,• ,• r ,. . . . . . . I p0 {p Fp. I+ . M ,-• F. r+ tp ,. 1+ . '• F• 1-. 1-. I. 1-. p N A V1 O 0 N• ,• V N N W W W 0 W LU W in co 0 W O1 00 co A• UAl1 V VI VI O A 001 00 0 N W 00 A VOi O0 O N A V ,W'� N A v 000 O 0 Fs W l~!1 CO NJ W 001 CO -0 O N A V V tD N V1 V RI or, V F• F• F• F• ,• pNp N N N N N N F• F• N F• F• F• F• N N N N N N N F. F• .1.0 10 I-.,. F. N N ,. F. U F• 1• 1• F. F• ,. N N N ,. N ,. N N N N N N 1f VD tO UP C O1 0 OV1 CO CO W W A ‘00000 0 tD W tLD .12 V N V 0 0 0 0 0 O O Ot 0 A 0 000 01 VI VI VI VI 131 O OV1 W W W W coke.kk0 A F. F• 1• F• t0 W t0 V V V V 07 G P1 C 7 T CO . a V DA to C ,. r p m .T o m .-+ ,- A Ln N N N N N F• N N F• F• N N N N N N N N N F• F• NJ NJ NJ NJ I• N F• F• F• F• F• . . . . . F• F• N . . . . . N N N N N 10 F• F• V O VI to 01 01 V 00 00 ..0 t0 WO VI V1 01 01 V V N N N N N N W W V COt0 tD to O O A A V1 V1 to 01 01 N N W W W A A In In O1 O1 V Vv '0 a 3 D 1"'4 -0 8g V1 CO N O1 V O A O A Co A to Co F• 01 O W to O W CO A CO 0 0 00 0 W V 0 N OI A V 0 V1 03 N Co 01 to N 01 t0 N OI W 00 ,• 01 O W 0 0 0/ 00 > � oi1 m 0 4 W W W N N N N F. N ,. N N N co I-• FA• F• 1. N 1• F• 1-• F• N N ,. N N N N F. 10 ,. N N N N N N F. L F• F. . . . ,. N S N Ir N N N ,. N N V -p.A 0 NJ VI CO F• A V0 A V CO VI A 01 tD W 01 00 NJ 01 t0 NJ N O A t0 .J2 F• W01 CO . W A 01 SD NJ VI 00 F• V t0 NJ V1 V VD NJ A 01 t0 W 01 CO N a W O1 N al m * G1 * n d a d a 9 mg 51 © I(D -. d _ @ _ 011.1 d m O. ago d N N T A. N O O •- . A n N 2 0 * E V H N N . n _ ,. 0 - A m z 1e Awa m▪ T 'v Y A A 0 01N 3 T_ 1 1.1_ A 01 R a . d ei CI � f — 1 W -I D 0 Q 7 0 ,,, Na CN E vs CDfD m D m T m D to -co ; A A oen = -' RI Pr 0 n W 0 • 3 CD 3=- rit s 't 9' 03 F. M aj 35 00 00 AODOa1 VO1OIL.o no ,.- O1;-, F'0 Pa 06 V0 No 0Oi'V.+ le k y • Wf 0.1 Pr A71m o CT cu fl.SSP Dinm 73 073 00 p 3 i O� A y� A 1 p� p p� p� to p p� a A p� y� to C a. r • O O 0 o tNil O W co O Q0 o ((0 O VVi 0 0 0 0 (Nn 0 1Vit 0 0 0 0 tNn 0 VVi O O 0 0 N o (Vii O o 0 o cow O t~n 00 0 o U 0 l0n O o O Ln O t~n Z' 00 O. v V A ' O al V V 1� ... 1� . F• . . . . . . . . . . V 1-. F. F. F. F. . . . . . . . F. . . . . . . . . . .p1 F. F• 1� F. F. F. F• 1� r F. F. ... F. F. F. ^I O O V V V V V V V V V V V V V V V V V V V V V V V V V V A M croV 01 A A A 0 0 0 0 0 0 0 0 O. 01 0 0 0 0 0 0 0 0 0 0 0 CO a O O O O O O O O O O O O O O O o 0 0 0 0 0 0 0 o O O .D N V A N n m t.,.. Cnn V Vp� F+ . . . . . . V F• .+ t• N V 1-. 1-.V V V V V V V V V V V .+ W w A A A l~n OV1 OV1 V V V V t~j,l A AV A UVi ton co,VV V V V V V V -0 a t 17 11 o W O1 .N0 A V O O O O O O O O O W ON1 .ND A V 0 0 0 0 0 0 0 0 0 .pp w ao V In tD 0o V In 0000col-. n 3 .03 2 p x N A A N Ln N 01 V V V V V V V A A A N N Vt 01 V V V V V V V N N N N W W W A A N N N 01 01 N W VV,1 t~j,. VVj A A N CO 01 01 V V V y N V F. ‘00100 0 0 0 0 0 O N V V W O1 0 0 0 0 0 0 0 0 N A V 0 N N V 30 N 01 tD N 01 Ip a W V tD N N CO 0 W .1 0 0 0 C m FN.. FN.. N N N N N N N N N N N N N N N N N N N N N N IJ N N N V V N N N N N N N N N N N N N N N N N N N N N N N N N N k t jj 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N V W O 000000 I-. 0 0 0 0 O01 0 0 0 0 0 0 0000000 CO G 7 m TO . 0. 00 m ^.• CD 0 .0▪ O O N N N N N N N N N N N V N N N N N N N N N N N N N V V V V V V V N N N N N N N V V V V V N N N N N N N N N V r 01 F• F. F. F. F. 0 0 0 1-• F• F• tD 0 0 F' F. F• N V F• 0 0 .• 0 0 O1 .1 V V co 0o .D 0 0 N N N 0 V .1 M. CO 10NJ tD 0 0 0 0 0 0 0 0 0 '4• a 3 Q �"^ y O O O O O O O O O O 0 V V al O O O O o 0 0 O 0 0 0 V o A .D W V N A CO 0 0 0 0 0 t0 N O1 N 0 O Ot 0 0 0 0 0 0 0 (1 �••,. W D qi.4 ,. 1T1 V m 0 Q -11 W W PV0 V V N N N N N N N N N V V V V V N N N N N N N N N V V V V V V V V V V N N N N V V . . . . . N N N N N N N x V La 01 0 30 ID N W to IJ V N V VV 0 0 0 0 0 0 0 O1 0 Co 0 0 0 0 0 0 0 0 A V 0 A N tD O1 p M .0 0 01 .0 N O1 0 CO V 00 W OW V 0 0 0 0 0 0 O1 N N W te Code Compliance Research Report CCRR-0258 Page 20 of 26 Table 4-Continued(NichiPanel'""Sheet)1'4'7 Fastener Spacing ASCE 7-10 or ASCE 7-16 Building ASCE 7-05 Basic Framing Framing Allowable Design Ultimate S Perimeter Height Wind Speed(MPH)2 3 Panel Fastener (in) Field(In) Type Spacing Pressure(psf)6 (tt) Wind Speed MPH) 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 25 110 95 87 142 123 113 Systems,VersaPin 6 12 20 GA 16"o.c. -29.3 30 110 93 86 142 120 111 Steel 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 25 135 117 107 174 150 138 Systems,VersaPin 8 8 20 GA 16"o.c. -43.9 30 135 114 105 174 147 13S Steel 40 130 111 102 167 143 132 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 25 156 135 123 201 174 159 Systems,VersaPin 6 6 20 GA 16"o.c. -58.5 30 156 132 121 201 170 156 Steel 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 50 170 153 142 210 198 183 Aerosmith Fastening 4 4 20 GA 60 170 150 140 210 194 180 Systems,VersaPin Steel 15 122 110 100 157 143 129 20 122 107 98 157 139 126 25 122 105 96 157 136 124 24"0.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.NlchlPanel"fiber cement flat sheet 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 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. OD L4S 130 Derry Court • York • Pennsylvania • 17406 AlrliDI11 intertek.com/building Intertek PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 21 of 26 Table 5-Design Loads for Negative Transverse Wind Load(NichiStraight""/NichiStaggeredn"Lap Panel)1,4,7 Effective Fastener Spacing ASCE 7-30 or ASCE 7-16 — Allowable Building ASCE 7-05 Basic Ultimate Siding Type SidingFastener5 Face/Blind Frame/Horizontal Framing Design Height Wind Speed(MPH)Z Wind Speed(MPH)3 (in) Field(In) Type pressure(psf)6 (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 -- 12 8.625 7/16" -23.5 30 99 — — 128 108 -- OSB 40 95 — -- 122 — — 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 16 8.625 SPF -35.9 30 122 103 95 158 133 122 40 117 100 92 151 129 119 NichiStraightTM/ 6d Double HD MAZE Blind 50 113 98 91 146 126 117 NichiStaggeredTM Coil Nail 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 — -- 15 170 155 141 210 200 181 20 170 150 137 210 194 177 MAZE 8d nail: 2-1/2 25 170 147 134 210 189 174 in.long,0.279 in.dia. 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 NichiStraightTM/ #8-18 Wafer Head 25 144 124 114 185 160 147 NichiStaggeredTM ROCK-ON"'Screws Blind 24 8.625 20 GA -49.6 30 144 121 112 185 157 144 Steel 40 138 118 109 178 152 140 50 133 115 107 172 149 138 60 130 113 105 168 146 136 Notes: 1.NichiStraight"/NichiStaggered"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+1-0.18, 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. (f110) 130 DerryCourt• York • Pennsylvania • 17406 1112ACCREDITECr intertek.com/building 141/9 Intertek PCA-tot Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 22 of 26 Table 6-Design Loads for Negative Transverse Wind Load(NichiShakeTM Shingles)1.4.7 Fasteners per Shake ASCE 7-10 or ASCE 7- Allowable ASCE 7-05 Basic 16 Ultimate Siding 6-1/4" 8-1/4" Sheathing Design Pressure Building Wind Speed(MPH)2 3 Fastiner Width Width 12"Width Type (PO)6 Height(ft) Wind Speed(MPH) 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 6d Double HD MAZE 25 113 97 89 146 126 115 Coil Nail 2 2 3 7/16"OSB -30.6 30 113 95 88 146 123 113 40 108 93 85 140 119 110 50 105 90 -- 135 117 108 60 102 89 -- 132 115 106 Notes: 1.NichlShake"'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.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+1-0.18,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 ® intertek.com/building Intertek PCA-101 Version:6 April 2017 te Code Compliance Research Report CCRR-0258 Page 23 of 26 Table 7—Design Loads for Negative Transverse Wind Load (NichiSoffit•i ASCE 7-10 or ASCE 7-16 Ultimate ASCE 7-05 Basic Allowable Building2 Wind Speed(MPH)3 Wind MPH Fastener FramingSpeed(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 in.head dia.) 50 170 149 138 210 193 179 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 wideanels in.head dia.) P 40 119 102 94 154 132 122 50 116 100 92 149 129 119 60 113 98 91 146 126 117 15 -- — -- 109 -- -- 6d lap siding nails 24 20 -- — -- 109 -- -- Wood,2x4,min. (0.12-in shank dia., 8 specific gravity 18.3 25 -- — -- 109 -- -- 2-in.long,17/64-in. 042 Max.48-inch- 30 -- — -- 109 -- -- head dia.) wide panels 40 50 -- -- -- -- -- -- 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 -- -- trIAN 4P0) 130 Derry Court • York • Pennsylvania • 17406 a rFOT,D intertek.com/building Intertek PCA-tot Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 24 of 26 Table 7-Continued Notes: 1.NichlSofflt'"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 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 PCA-101 Version:6 April 2017 Code Compliance Research Report CCRR-0258 Page 25 of 26 Table 8—Design Loads for Negative TAS 202 and TAS 203 Transverse Load (Florida Building Code—High Velocity Hurricane Zones) Siding Type Fastening And Nominal Framing Material Method Fasteners and Fastening Allowable Design Pressure(psf) 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.dia.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 2x4 S.P.F.studs MAZE CEM-6 nails(2 in.long,0.278 in.dia.head, NichiPanel FACE 0.119 in.dia.shank)through plywood into 16"o.c. -70 psf (5/16") 5/8"APA Plywood Nail vertical studs only,2 in.from corners,3/8 in. from edges and 6 in.o.c. 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"thick) 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. 4.High Velocity Hurricane Zones are defined in Section 202 of the FBC as Dade and Broward Counties. 130 DerryCourt • York • Pennsylvania • 17406 (IB) Y pro r.n intertek.com/building Intertek PCA-101 Version:6 April 2017 e Code Compliance Research Report CCRR-0258 Page 26 of 26 Table 9-Specifications of Tested Fasteners Head ShankS5__� Minimum Fastener 11 Siding Fastener Length Diameter Diameter r i22'� ial Siding Type Fastener Penetration Withdrawal (in) (in) (in) into Material(in) Value(lbs) NichiPanelTM 111/16 42.2 NichiBoard'''(Face) 13/6 34.4 SPF NichiBoard'''(Blind) 111/16 42.2 NichiStraightTM/ 13/6 34.4 NichiStaggered"' 6d Double HD MAZE Coil 2 0.237 0.099 NichiBoardTM(Face) 13/8 53.1 Nail DF NichiBoardTM(Blind) 111/16 65.2 NichiStraightTM/ '/15 OSB NichiStaggered" 7/16 16.9 7/s6'058 NichiShakeTM '/16 16.9 2.5 0.236 0.097 SPF NichiBoardTM(Face) 17/8 45.9 NichiBoardTM(Blind) 23/16 53.6 NichiFrontierTM(Face) 11/6 29.8 SPF NichiFrontierTM(Blind) 19/16 41.4 6d Ring Shank Double HD MAZE NichiStraightTM/ 2 0.233 0.105 '/16°OSB 7/16 17.9 Coil Nail NichiStaggeredTM SYP 8d Masonite Siding Nails 2.5 0.313 0.118 SPF NichiPanel'" 23/16 65.2 NichiBoardTM(Face) 11/a 35.5 SPF Double HD MAZE Asphalt -- NichiBoard"(Blind) 1'/16 _ 45.4 1.75 0.365 0.125 SYP NichiBoardTM(Blind) 1'/16 70.1 &Fiberglass Shingle Nail NichiBoard'''(Face) 7/16 21.3 '/16°OSB NichiBoard"'(Blind) '/16 21.3 Grabber#8 Flat Wafer SPF NichiPanel" 1s/16 85.0 HeadScrews6 1.625 0.406 0.166 20 GA Steel NichiPanel"' -- 88.3 NichiPanelr" -- 94.7 Aerosmith Fastening 1.5 0.301 0.106 20 GA Steel NichiBoardTM(Face) -- 94.7 Systems,VersaPin7 NichiBoardTM(Blind) - 94.7 1.375 0.251 0.107 20 GA Steel NichiPanelTM -- 94.7 #8-18 Wafer Head ROCK-ON"' 1.625 0.395 0.162 20 GA Steel Screws NichiStraightTM/ 95.0 NichiStaggeredTM 1.25 0.300 0.145 Concrete NichiBoardTM(Face) 3/4 233.1 Block Aerosmith Fastening 1 NichiBoard''(Blind) 11/. 233.8 Systems,SurePin9 Concrete 2 0.300 0.145 Block NichiStraight'"/ 11/6 233.8 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.SW(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 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. OD130 Derry Court •York • Pennsylvania • 17406 intertek.com/building Intertek PCA-101 Version:6 April 2017