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1469 Begonia Street RES19-0103 Install Siding RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0103 ISSUED:4/12/2019 SON ROAD EXPIRES: 10/9/2019 ATLANTIC C BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDIN CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF 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. • • . r • • • • OF • • 1469 BEGONIA ST RESIDENTIAL ALTERATION install hardie cedar lap siding $35500.00 RESIDENTIAL TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171081 3000 ATLANTIC BEACH SEC H COMPANY: ADDRESS: BETTER HOME 538 PARK AVE ORANGE PARK FL 32073 IMPROVEMENT • ADDRESS: IMOTAN EDGARDO A 1469 BEGONIA ST ATLANTIC BEACH FL 32233-1846 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. 7 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455WOO322-1000 0 $230.00 BUILDING PLAN CHECK 455wWO0-322-1001 0 $115.00 STATE DSPR SURCHARGE 455-0000-208-0700 0 $5.18 STATE DCA SURCHARGE 455-OOM-208-0600 0 $345 TOTAL:$353.63 Issued Date:4/12/2019 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER l CITY OF ATLANTIC BEACH RES19-0103 r 800 SEMINOLE ROAD ISSUED:4/12/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 10/9/2019 Issued Date:4/12/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road iz JAtlantic Beach, Florida 322335445 � Phone(904)247-5820-Fax(904)247-5845 l.f E-mail: building-dept@wab.us Date routed: ) f Otyweb-site: httplhvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (�4koV1 �ip�atlu De ment review re uired Yes o wilding Applicant: nnmg&Zoning �— Tree Administrator Project: 10SW( V)I( ,1 (L W^1 (4 9 S'(Jtr% Public Works Public Utilities Public Safety Fire Services Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept of Environmental Protection Flodda Dept.of Transportation SL Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: EApproved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: IV-171/17 TREE ADMIN. second Review: ❑Approved as revised. [-]Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511&2017 ' lid* " Permit Application OFFICE COPY Updoted 10/9/18 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY n yy Phone: (904) 247-5826 Email: Building:-Dept@coab.us IS REQUIRED. Job Address: q Permit Number: I r) - o (O Legal Description Je2'v1 >'�i 25-2'-1 G 11`fi CEf N ATIAN'fIC lOT3'RIE�# II-( Valuation of Work(Replacement Cost)$ 32;5-7�0 -iHeated/Cooled SF 4q4 Non-Heated/Cooled • Classof Work: ONew OAddition OAlteration ORepalr OMove []Demo OPool OWindow/Door • Useofexisting/proposedstructure(s): OCommercial ` R.Adential APR - 1 2019 • If an existing structure,is a fire sprinkler system installed?: OYes ONO • Will treelsl be removed in association with Proposed 7 s tsu i s al Describe In detail the type of work to be performeci�1 �(�t,( a,Vf le (',C L040 51 riQ. Florida Product Approval# I Sl, 2 2 for multiple products use product approval form Pro er Owner lnformatio Name VI Address CState ZiP E Mau OL r^ `^ Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information �qc. Name of Company fQ0yQ�4ualifying Agent, Addres CiryecS-e a-( tate Zip Office Phone 0 - Job Site Contact Numb(f 0 State Certification/Registration# •4-1__-E-Mailer 4 10 _{�fY�O L •CD[]� Architect Name&Phone If Engineer's Name&Phone# Workers Compensation Insurer It- OR Exempt o Expiration Date Application Is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal IAtbn has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws reg ing \ construction in this jurisdiction.l understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIJ$,,,, J = WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requireme2 MC O permit,there may be additional restrictions applicable to this property that may be found in the public records of this cou 4do F' there may be additional permits required from other governmental entities such as water management districts,state age21 OL- O federal agencies. V V 0 C7 O OWNER'S AFFIDAVIT:l certify that all the foregoing information is accurate and that all work will be'done in compliance wig& 2 Z applicable laws regulating construction and zoning. U Q O a WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT M&J(a 0z RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PR ERTY. IF YOU INI111 TO OBTAINIFIMAN NG,CONSULT WITH YOUR LENDER O RNEY� LU a ¢ m RECO�DI14�i,YOjrl, OTfCE OF COMMENCEMENT. y' — w o w (Signature of Owner or Agent) �— (51griffiture of Contractor) LLI W 2 Si ned and swornto(or affirmed)before me thisa0 day of Signed and sworn to(or affirmed)before me this.2 dray of- •M':y. a..2 It wrc).a . n ' ar.,L+ i ,LnY 8tlCE70 BRIQW-' MYCOMMISSION# I of Notary) r Nodry) •. �o` EXPIRES:SeptecterT.2019 us" ff,,F BRUCEJO'BRIEN Persorul Known OR KPersonally Known OROMMISSION#FF 915874 111 N j ]Produced ldentiRratlonIRES:September 7,2019 yl rroduced Identification / Type of Identification! J"L Type of Idemlflration: 0 5� NOTICE OF COMMENCEMENT OFFICE COPY r IPRWARE m MFUCATel Permit No �GS�q^-Djo? Tan Falb No, Stem of County of To whom It may ooncern: The undersigned hereby Informs you that improvements will be made to remain 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: -f— i�3T Address of properly being improved: r� z General description of impme mwns: Owner Address 14 (-c� , ��1 nrb. .PL 32233 Owners Interest In site of the improt Fee Simple Titleholder(Nether than owner) Name Address E, n^Y, ConVeeta Seger Home Ynprovament Address 538 Pad Avenue,Suite Ri,Orange Park,Ft 32073 Phone No.as4u"e10 I.No.904-278,8211 Surey(if any) Address _,—,TAmountofbondS Phone No. !ffFak N0. Name and addre any Person mekNg a leen for the cunalmWon of the hnpovenwnls. Name Ad ass P Fax No. Name of person wlihin the State o/Florida,other Nen horself.desipnabtl by ownerupon ceecr other documents may be served: Name Address Phone No. F In addition W heneep,wiper destine followlnp person W receive a copy of Me Lienors Notice as provdad In Sedan 713.06(2)(6), Owners oWOn). Name Address Ph..No. Fax No. Fxpirabon data of Nogos ofCpnmeMeme evpketlon does 1.we(1)year from the date of recording uniesse cftrent date is specl0ed): Eil THIS SPACE FOR RECORDER'S USE ONLY „JE M a oey^tn— Dkew”Doog2019071408,ORBK18738 Page2125, ax6a MtterG ,e.nmeiwumRve sate4eterelNnein Number Pages:t a1eh1eneefsiieRetarded OuVDIM191225 PM,RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTYRECORDING 510.00 �. ,.. .,,NdW PL—�WU •_.��PuP.eAWt/TeOWO Z. ` � � | ! l � w � � ! ` � | a [ ; � 2G � ' ) ( (k I « Q ( ( � $ ■ § � 2 [ ( J � il@LN E / ¥ f £ ( J � m | g } § � 7ffa # § { {{/ ( 2 _ o ƒv0 ( ( 2 § ƒ & 3 \ / 0 � w3 ( � 3 Q ( � \ � CD , , CD z SELp ■ ƒ ) -n kV MQ E � 3 E p m\ 7 } I \ ! a 0 mm § « ( % V O N S A W N N O tp OD V 01 N A W N c6 aFN OO AA71 ~ri+ O10 00 V Ot rApi! 00 m a w d a '^ _. O u=i !D •z C $ c 3 S A F u Nw N Q r C m 3 x d m � n m A c m g. g � a m 3 0 3 c x w N N C o Y g k N N Z N N N W N N D b 00 V O1 V� A W N Ol F+ ;4 1"Sm ^D 00 N 3 2 c A 3 S. c N N N A y> � 6 at 6 E / 0 0, M \ z 7 { \ I( }\ o } ° \ \ k m + � 3a ! Cu / \ i , f ! § & ; \2 vo 0 ƒ ) k \ \ ) > 2CD ' n < & \CD ! ! / \ 0m 2 } \ . 3 ; ! , r / w \ f � } § \ ) ! ! I - !7 � ( } �c Florida Product Approval OFFICE COPY HardiePlank° Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank >,9 Lap Siding ,�/ ® H c'I tJamesHardie EFFECTIVE MAY 2016 10 INSTALLATION REO UIREMENTS-PRIMED&COLORPLUS® PRODUCTS Met worwhaimildragauntionsOm for the most racentwision SELECT CEDARMILL••SMOOTH •CUSTOM COLONIAI SMOOTH•CUSTOM COLONIAL"ROUGHSAWN ILL• CUSTOM BEADED CEDARM •CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE'"PRODUCT INSTRUCTIONS. INSTALLATION OF HZ10B PRODUCTS OUTSIDE AN HZ100 LOCATION WILLVOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE" APPLIESTO YOUR L.00ATKIN,MSIT WAINMARDIEZONE.COM OR CALL 1-1156442-7343(866 9HARDIE) STORAGE&HANDLING: © CUTTING INSTRUCTIONS sem flat and keep dry and covered prior 0MIN R6 N0WR4 m inSNlatlon installing ail wet or 1.PosAipn canna sfabmm aw Wlydwillbkrwdlnteaver Wer 1.Cut my hears score and snap,or shears lmm 1,electric a pneumalic). saturated may result in shdnlage at butt 2. 2.Pwdon cuttingdation In wall-yemAted area 2.Lae me d tice mkw,iro mdhotls'. idnts.Canyianksonedge. Protect VFVNI i.Snmabers, edges and comers from breakage.James ii.SMars(marud'diderrorimmrnalic) -NEMER use a power saw indoors Hardie is not responsible for damage b.Ba1w, I.Dud heard,dacha saw ap.rose with a -NEVER ua a decider saw lode ere does M carry ger Handsaws,saw brae gardarnark caused by improper storage and handing HwWEaVd'We bade ad HERA yacwm Vertical -NEVER dry sheep—Ike what wordsssion a HERA Vacuum of the product. c.Good. I,DWreducks ckoular wwwihaHardieabde wwbrtle (ably.R,new m moderate axgnp) invented Note',rp rrmnum potecAon Wwed rpdmble dui padrlim),James Harte recommends MAaysusiry'6asTJelel CAN mandeswleeestimated N094yprwadmid lideV,W cldnconWmtim with aboce cutlrA Pacticea he fame'eased,duhadensures.Ad]ItldW ap�ae Mcmlatlml 6 aalWe / ad derdmm�pfyv he h* ti came.ma abler,., a l�J msendsf fry m,dlremmad nnts ft..all wereas trNia MfuMeritand wassage kawkaVag GENERAL REQUIREMENTS: • HardiePlank•lap siding can be Installed over braced wood or steel studs spaced a maximum of 24 in.o.c.or directly to minimum 7/16 in,thick OSB sheathing.See general fastening requirements.IrreguWNes In framing and sheathing can manor through the finished application. • Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www lamehardie.cnm • A water-resistive bander is required in accordance with local building code requirements.The water-resistive bander must be appropriately installed with penetration and junction Aashing in accordance with local building code requirements.James Hartle will assume no responsibility for water Infiltration. James Hardie does manufacture HaddleWrap°Weather Banter,a non-woven mon-padorated housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes- typicaly a minimum of 61n.In the first 10 ft.. Figure 1 Bauble Wig stn b wag • Do not Nue HardiePlank lap siding in fascia or trim applications. Emnsbwdon CurNgtruaNbn • Do not Ragan Jam Hanle product,such that trley may remain in contact with standing water. watermiiame harder let-h mad, • HardiePlank lap siding may be installed on flat vertical wall applications only. pNwgpd a sA d.o.c.mar. • For larger projects,including clHnmerclal and multi-family projects,where the span of the osa sneammg wall Is significant in length,the designer and/or architect should take into consideration the coefficient of thermal evansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin'Expansion Characteristics of James Hardie°Siding Products"at www.JamesHari ie,com. • DO NOT use stain,olValkyd base paint,or powder coating on James Hardiese Products. INSTALLATION: JOINTTREATMENT FlgUre2 Nail IrNNnail One or more of the follovdng loin[treatment codons lira is net are required by code las referenced 2009 IRC area pressed place R703.10.2/ fastmar A.Joint Flashing(James Hardie recommended) — Ibet8?n a B.CaulWng'(Caulking is not recommended yeJ0l��m rapNplana V CoiorPius for aesthetic reasons as the 000111 rk Caulking and Colonl1us will weather xner+eslsavz dgferemty.For the same reason, eiwnaq bonier do not caulk rail heads on HmtlbIDro' ,adenar ColurPlus products.) HardlellaresrinA aor�llal a/a In stoner smDm C.-H' jointer cover yylbMn msuree."Iisrael pads angle mmeratec�ullga amt IhuRldnla brag apWcnrad pap herwmn planks and a'im,than wdk"' NON:Red painting over caulking may produce a sheen daerence when Marmara]he the field palnmtl PrimePlus. -Refer he caulking section in theses Instructions, Wr add gained information on Hardiewrap°Weather Banner,consult James Hardie at 1-866Atmore or www.hardiewrim.win WARNING:AVOID BREATHING SILICA DUST James Hardie'products contain resplmhb creel 9lka,which is mown m me Yad d Carlornla m pose cancan and is consideme M wiC am NpaH m ha a wase of ranter hom sena pccupetimal scarps. emahing ev.Ka amounts d respimhb arm,dual can also wwe a dipdinA and Met*Taal de,d,.ow">wiled allkmse,and We heal Ilnked wM olFar diseases. Some sWtlies suggest ender,may increasetheseriga. OudnAinstalrlonorhandirq'.n)workinoutdmramasenhampkwmastun,p)uselacercementshearsforcutwa,wherenotlwdbO isea Hardleeada°sawbade and dad-rant circular saw aVarhed m a Hi swum',(3)warn was In the Immedate aea 14)wear a yropmNdeed ND3H-aDprsha dud mask ea Wall V.,1-96)In where.with applleadd Aovernmedregoomonsantl mmutecmrmindraotiora as mMerlimitrespirable silica e ellD'Iraclean-up use HEPAhacuumearwetcbsnupramill-merdrysweei wmVer"Ift pn,ream b our asionerm inshudions end Material Seery Oar Shed madabla at w omeshamlecom or by mlllM 1a 911(1-Bol. RAxuRE TO ADHERE TO OUP WARNINOS'SOS,ANO NSUULVION"UMONS MAY UEND TO Sil PERSONAL INIUM OR DFAIH. HS11119Y1/4 05/16 -7 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path.Steps to Siding Z-Flashing area o4e 4 x4h. Min.V.in. L ,Do not caulk in:2 in. Figure 7 Figure 6 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry I lashingZFlashin9Z-Fla hug ingMinin. Mm.'rdor 61 n in.tb in. X Min.Vz ln. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension Fecommentlecin HZ10 n.N' caulk J�X r \ FASTENER REQUIREMENTS *" Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-hacked comem maybe dare for aesdwk purposes Only.Ph1-backs shall be done with Mist)nails set%and am not a substitute for bond or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 In.HD x 2 in.lolly) •6d(0.113 in,shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 In.HD x 1.25 in.Iona •Siding nail(0.09 in,shank x 0.221 in.HD x 2 in.long) Screws-Steel Framing Screws-Steel Farming •Ribbed Wafer-head or equivalent(No.8 x 1 1/41n.lag x 0.375 in.HD)Screws •Ribbed Bugle-head or equivalent No.8-18 x 1-5/8 in.long x must penetrate 3 threads Into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Neils-Steel Framing -FT B F Panedast nails or equivalent(0.10 In.shank x 0.313 in.HO x 1.12 in. •ET B F pin or equivalent(0.10 in.shank x 0251n.HD x 1-12 in,long) long) Nails must penetrate minimum 1/4 in,into metal framing. Nails must penetmm minimum 1/4 In.into metal lmming. OSB minimum 7116 In. OSB minimum 7/161n. •Siding nail(0.09 In.shams x 0.221 In.HO x 1-12 in.long)' •11 ga.roofing nail(0.121 in.shank x 0.371 in.FD x 1.75 in.long) 24 ia. •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 In.lag x 0.375 In.Hl els'4 O.C.m... tLaminater 3Pocme. Figure 15 Figure 16 v4 in.mm. Minimum overlap — "'r� for eom Faceand Blind Nsigngmeini 11N°Vesheet to be removed immediately after Installation of each course for ColorPlus•products. ' When face nailing to OSB,planks must be no greater than 91/4 in,wide and fasteners must be 12 in,ace.or less. Also see General Fastening Requirements;and when considering aternative fastening options refer to James Ramie Tecnnlcxl Bulletin JGTB 17-Fastening Tips fa HardlePlank•Lap Siding. HS1/119-M4 05116 "-Zia = GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must he corrosion resistant galvanued,a stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvani[ed are acceptable but may exhlbn premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanized nails. fastener is driven snug with the surface of the siding.A Bush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tad is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hardie® depth the nail is driven.If setting the nail depth proves difficult,choose a products near the Mean,large bodies of water,or In very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not appy,for installation to steel framing). Manufacturers of ACO and CA preservative-treated wood recommend spacer matenais or other physical barriers to prevent direct contact of ACO or CA preservative-treated wood and aluminum products.Fasteners used ro attach ® ® �([\{V1{ countersunk, HardleTnm Tabs to preservative-treated wood shall be at hot dipped 1?.Y fill&add nail zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush ��\\\VVV DO NOT DO NOT 8317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple • Consult applicable product evaluation or listing for correct fasteners type PAINTING and placement to achieve specified design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,of/alkyd base paint,or powder coating on James Handles Building Codes have specific jurisdiction.Commit James Hardie Technical Products.James Hardie products must be painted within 180 days fa primed Services 9 you are unsure of applicable compliance documentation. product and 90 days for unalmed.100%acrylic topcoats are recommended. • Drive fasteners perpendicular to siding and framing. Do not paint when wet.For application was refer to paint manufacturers • Fastener heads should fit snug against siding(no air space).(fig.A) specifications.Back-rolling Is recommended If the siding a sprayed. • Do not over-drive nail heads a drive nails at an angle. CUT EDGE TREATMENT • If nail Is countersunk,fill nail hole and add a nail.(fig.B) • For wood framing,under driven nails should he hit flush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(For steel framing,remove and replace ni required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HaddlePlank should be CAULKING fastened with even spacing to the structural member.The tables allowing direct to OSB or pywood should only be used when traditional framing is For best results use an Elastomerlc Joint Sealant complying with ASTM C920 not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying With ASTM • Do not we aluminum fasteners,staples,or capped head nails. C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:OSI Quad as well as some other cauadng manufacturers do nut allow tooling. COLORPLUSO TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should M taken when handling and cutting James Hardie®CoiaPli products.During installation use a wet soh doth or sort brush to gently wipe off any residue or corwbui dust left on the product,then now with a garden hose. •Touch up nicks,stapes and nail heads using the ColorPlus•Technology touch-up applicator.Touch-up should be used sparingy. If large areas require touch-up,replace the damaged area with new HardiePlenk•lap siding with CoiorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges Into trim where Possible,and caulk.Color matched cauacs are available from your ColorPlus•product dealer. •Treat all other non-factory cut edges using the CoiorPlus Technology edge coaters,available from your CoiorPius product dealer. Note:James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up or;James Hardie ColorPlus products. Problems with appearance or performance andng from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColarPlus Unflod Finish Warranty. PAINTING JAMES HARDIE"SIDING AND TRIM PRODUCTS WITH COLORPLUS°TECHNOLOGY When repdnum CaiorPlus products,James Hardie recommends the follaxing regarding surface preparation and topcoat application: •Ensure the surface is clean,dry,and free of any dust,dirt,or mildew •Reprinting is normally not necessary •100%acrylic tudi are recommended •DO NOT use stain,olpdkyd base paint,a powder mating on James Hardie®Products. •Appy finish mal In accordance with palm manufacturers written instructions regarding coverage,application methods,and application temperature •DO NOT caulk nail heads when using CoiorPlus products,refer to the CoiorPlus touch-up section H41111"3/4 05/16 -7 COVERAGE CHART/ESTIMATING GUIDE Number of 12 0.planks,does not include waste GOVENAGEAREA LESS OPENINGS HARDIEPLANr LAP SIDING WIDTH SO 5114 6114 7114 7112 8 8114 9114 9112 12 (1s0=10aai ( atosure) 4 5 6 6114 6314 7 0 8114 1034 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 30 38 28 4 100 80 67 64 59 57 W 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 e6 75 75 56 7 175 140 117 112 104 100 88 a8 65 a 200 160 133 128 119 114 100 100 74 9 225 180 150 1" 133 129 113 113 64 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 212 214 188 188 140 16 400 320 267 256 237 229 214 200 149 17 425 340 263 271 252 243 213 213 158 10 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 239 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage Is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION'.In arvdande said ICC Z.. mlon Report ESknlaa-2290,HaMeRalap sd,de rewgnaed ass sai iii Med spwifisi M.2006.214982012 NlemallalelResidentialCade a,ane- andTwnFamiryDadings and the M,2014,820121nlemad.nal Beading Code..H.4d ilap sdl,.alw ns iaed V appiraa.nln Me e4saing'.C4 of LmArgeee Research Rei W.2062,Stab of Florida di FL9a89,Dade Co",,Reach NCA No,(MMIC Us Dept,of HUD MalNale Releaes 1263c,Teas Department of Ineurem.'e Prod ad EwIsdion ECZ1,CA,daew YM WE 22MM,and Celili DMPA419.Thesedowr NsWMado WB udM rAditonalinbma0.nrm ing MewiWbiktydbspmduvibrspecmcappliWwns. 02016Jamae Hardia6wlding Pmduda. Aurghlesservad. Additional Installation Information, RA,SM,anal 0 der.mamis.111tend trad.marisd TadJn*W L Jamas Harr.Tamm"Lei 0is a regialelad hedemark 0Jam HandWarranties,and Warnings areavailable at /VJ/r�i5 JamesHarHand. anded. swerjameshardie.com Pare6asl is a re9Himed mi ETSF Fai ire Syelen,Inc. ' HS11119-P414 05116 ES Accepted and Trusted A RVICE L... innovation ICC-ES Evaluation Report . , ICC-ES 1 :rr699-0543 1 www.icc-es.org Reissued 03/2018 This report is subject to renewal 03/2020. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 061600— SHEATHING FFICE COPY DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 46 46— FIBER-CEMENT SIDING REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESHINGLE'" (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTs' LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES ICCICC ICC (b� �s� cc"—fD Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC Award an Excellence" A Subsidiary of muxenaw � ) ry ICC-ES Evaaddress Reports are not tbe construed as representing aesthetics or any other attributes not ® �A. specifically addressed, nor are t they do be conehued as an endorsement of the subject of the report ora t recommendation for its use. There is no warranty by ICC Evaluation Service,LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2018 ICC Evaluation Service, U.C. All rights reserved. ICc AWATION Most Widely Accepted and Trusted IMES Evaluation Report ESR-2290 Reissued March 2018 This report is subject to renewal March 2020. vrww.1cc-es.orD 1 (800)423-6587 1 (562) 699.0543 A Subsidiary of the International Code Councils DIVISION:06 00 00—WOOD,PLASTICS AND 2.0 USES COMPOSITES James Hardie fiber-cement nels, lank la sidingand Section:0616 00—SheathingJames shingles are used as exterior wall covering. The DIVISION:07 00 00—THERMAL AND MOISTURE products comply with IBC Sections 1404.10 and IRC PROTECTION Section R703.10. The products may be used on exterior Section: 074646—Fiber-Cement Siding walls required to be of Type I, II, III or IV construction (IBC). REPORT HOLDER: 3.0 DESCRIPTION JAMES HARDIE BUILDING PRODUCTS,INC. 3.1 General: 10901 ELM AVENUE The exterior sidings are single-facet, cellulose fiber— FONTANA,CALIFORNIA 92337 reinforced cement (fiber-cement) products. Exterior (800)942-7343 sidings are identified as HardleShinglew (New www.iameshardie.com Hardle ® ° infoaiameshordle.com prewdiSMi and panels,sidiHarng, A ti an s (Ce Siding, a , Prevail' end RFC lap siding, Artisan Lap Siding, and EVALUATION SUBJECT: HardieShinglew (New HardieShingle°)Individual shingles. The products comply with ASTM C1186, as Grade II, HARDIESHINGLET" (NEW HARDIESHINGLE°)PANELS, Type A; have a flame-spread index of 0 and a smoke- HARDIEPLANK—LAP SIDING,ARTISAN°LAP SIDING, developed index of 5 when tested in accordance with AND HARDIESHINGLET"(NEW HARDIESHINGLE) ASTM E84; and are classified as noncombustible when INDIVIDUAL SHINGLES tested In accordance with ASTM E136. Thermal conductance(K)and resistance(R)values for the products 1.0 EVALUATION SCOPE are as shown in Table 2 of this report, basad on testing in 1.1 Compliance with the following codas: accordance with ASTM C177. ■ 2015, 2012, 2009 and 2006 International aUributes of the fiber-cement sidings have been ational Building The as conforming to me provisions of(i)ICC 700-2012 Codee(IBC) Sections 602.1.6 and 11.602.1.6 for termite-resistant ■ 2015, 2012, 2009 and 2006 International Residential materiels; and (it) ICC 700-2008 Section 602.8 for Code"(IRC) termite-resistant materials. Note that decisions on compliance for those areas rest with the user of this report. ■ 2013 Abu Dhabi International Building Code(ADIBC)t The user is advised of the project-specific provisions that hhe AOIBCaDaeetl on Me 20091BC.200918Crad.viesonereferenceE may be contingent upon meeting specific conditions, and In MIs report ere tha same eensom In Me ADIBC. the verification Of those conditions Is outside the scope of Properties evaluated: this report. These codes or standards often provide supplemental information as guidance. ■ Weather protection 3.2 Siding: ■ Structural HardieShin Ie Te New HardieShin le° g ( ® g ) panels, ■ Types I, II, III,and IV(noncombustible)construction Hding, Arlisa (Lap Siding, , and Har and RFC' lap siding, Artisan Lap Siding, antl samieSuppleie (New ■ Firaresistance-rated construction HamleShingle°) individual shingles are supplied either ■ Thermal resistance unarmed or primed for subsequent application of a compatible primer and/or exterior-grade top coat. Nominal 1.2 Evaluation to the following green standards: product dimensions are noted in Table 1. 2015, 2012 and 2008 ICC 700 National Green Building The products are available In a variety of finish textures. Standard- (ICC 700-2012 and ICC 700-2008) HamieShingleni panels are offered In three configurations: Attributes verlMd: half-round, staggered-edge, and square-edge. New HardieShinglea individual shingles are offered In two See Section 3.1 configurations:staggered-edge and square-edge. recesEwiaaaea xwaneamemae beearamea!w m mewedax aenlniesmae,ah annsameewaeykabyaamam,ea,am 1h,m bee aam,e,m, 0401 be earom bjm,efine Fwe.11ren arrarare ammmdadanfw iv bno—,by lCC Evaluation Servire.LLC.e,ar ar le,"a, be a fi.diag or ohe,.1,1.ah—Po,ar as be mrygodeer,a ei by merepan. Wails _ C.,"ht 02010 ICC Eve u.aen Service,LLC. M dd a reeerved Pepe 1 0 2r ESR-2290 1 Page 2 of 27 3.3 Fasteners: Vertical joints between planks must be lightly butted or Fastener type, sae, spacing and installation method must gapped and must be protected by one of the following be as shown in the tables of this report. Fasteners must be methods: (a) sealed with caulking In accordance with the made from corrosion-resistant steel. caulk manufacturers published gapping requirements and 4.0 DESIGN AND INSTALLATION caulking application instructions; or (b) covered With an H-section joint cover; or (c) located over a Strip of 4.1 Design: non-perforated flashing complying with ASTM D226,Type I Walls: The maximum basic wind speeds for positive or far, or other approved flashing. Trim and comers must be negative transverse load resistance of HardieShingle— installed and the siding must be finished in accordance (New HardieShinglee) panels, HardiePlankTM (Cemplank®, with the manufacturers application instructions. A /s-inch Prevailie, and RFCa) lap siding, Artisans Lap Siding, and (3.2 mm) gap must be left at locations where the siding HardieShingle— (New HardieShingleol Individual shingles butts against door and window trim and at internal or are presented in Tables 3 through 13. external corners;such gaps must be flashed in accordance 4.2 Installation: with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing and occur over solid 4.2.1 General: Installation must comply with this report, blocking or wood structural panel sheathing, and a copy of this report must be available at all times on 4.2.4 Artisans Lap Siding: When installation is on wood the jobsite during installation. All products may be cut to or metal framing members,with or without wood structural shape on-site by the score-and-snap method using a panel sheathing, the lap siding must be fastened through score-and-snap knife, a hand guillotine or a handsaw the top edge of single planks (blind nailed) In accordance utilizing a carbide blade. A clear distance of 6 Inches with the provisions of Table 4 of this report. A water- (152 mm)must be maintained between the siding and the resistive barrier must be applied over woad or metal earth. Unless otherwise noted in this report, the products framing or wood structural panel sheathing in accordance must be installed in accordance with 2015 and 2012 IBC with the applicable code. Lap siding installed over Walls Section 1405.16; 2015 and 2012 IRC Section R703.10; constructed of concrete masonry units complying With 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10; ASTM C90 must be applied in accordance with Tablas 5 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC through 10. The lap siding requires the use of a starter Section R703.10,as applicable. ship to set the first course on the proper angle and to 4.2.2 HardleShingle1° (New HardleShinglea) Panels: create a drip edge. When installation is on mod or metal framing members, Vertical joints must be made off-stud by means of the with or without wood structural panel sheathing, a tongue and groove joint. Tongue and groove joints may be water-resistive barrier must be applied over the wood or located centrally between studs but no closer than 4 inches metal framing members or wood structural panel sheathing (102 mm) from the edge of a stud. Nails must not be in accordance with the applicable code. The panels must placed Within 2 inches (51 mm) of the tongue and groove be fastened In accordance with the provisions o1 Table 4 of at the end of the planks. Vertical joints must be staggered this report. on subsequent courses. The plank must then be fastened A'/¢-inch (3.2 mm) gap must be leg at locations where to the framing with corrosion-resistant fasteners. the siding butts against door and window him and at internal or external corners; such gaps must be flashed In Vertical joints between planks must be lightly butted and accordance with the applicable code, then caulked. must be located over a strip of non-pertonned flashing Vertical joints must occur over framing members and must complying with ASTM D226, Type I felt, or other approved be sealed with caulking or covered with battens. Horizontal flashing. Trim and corners must be installed and the siding joints must be flashed with metal Z-flashing and occur over must be finished in accordance with the manufacturers solid blocking or wood structural panel sheathing. application instructions. A %-Inch (3.2 mm) gap must be 4.2.3 HardlePlank^ (Cemplank°, Prevail'"', and RFC left at the locations where the siding butts against door and window trim Lap Siding:When installation is on wood or metal framing iand at internal or external corners; such gaps members, with or without wood structural panel sheathing, must be flashed in accordance with the applicable code, then caulked. Horizontal joints must to flashed with the lap siding must be fastened either through the ZAasural and must occur over solid blocking or wood singleoverlappinga planks(face nailed)in through the top edge of structural panel sheathing. single planks (blind nailed) in accordance with the provisions of Table 4of this report.Awramingsmembaser 4.2.5 Hal Shingles: ' (New Maood structural mus[ be applied over vrood or metal framing members or Individual Shingles: When Installed on wood structural wood structural panel sheathing in accordance with the panel sheathing, the Gadding shingles are fastened in applicable coda.Lap siding installed over walls constructed accordance with the provisions of either Table 11, 12, or of concrete masonry units complying with ASTM C90 must 13 of this report. A water-resistive barrier in accordance be applied in accordance with Tables 5 through 10. The with the applicable code must be applied over the lap siding requires the use of a starter strip to set the first wood-based sheathing substrate to which the shingles are course on the proper angle and to create a drip edge. attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip "off-stud splice device" Is installed or where the planks to set the first course on the proper angle and to create a are installed to wood structural panel sheathing complying drip edge. The nominally 1'/a-Inch-wide-by-'/4-inch-thick with the applicable code, and must be staggered on starter strip and a minimum 8'/4-inch-wide (210 mm) subsequent courses. Where the "off-stud splice device" is HardiePlankTM (Cemplank°, PrevailTu, and RFC®) lap installed, the splice device's bottom lip must be placed siding starter course are installed over the water-resistive over the adjacent solid course of planks. The plank must baser with the bottom of the starter strip and starter then be fastened to the framing with corrosion-resistant course even with the bottom of the bottom plate. Shingles fasteners. The abutting plank must be positioned and are spaced a maximum Of inch (6.4 mm)apart, leaving fastened into place ensuring that the lower edges of the a minimum side lap of 1% inches (38 mm) between the two planks align. The metal device must be located joints of successive courses. Fasteners must be spaced a centrally over the vertical joint. minimum of '/4 Inch (19 mm) and a maximum of 1 inch ESR-22901 Page 3 of 27 (25.4 mm) from shingle edifies and must be positioned to 5.0 CONDITIONS OF USE be covered a nominal 1 /4 Inches by the succeeding The Hardie5hingleTM (New HardieShinglee) panels, shingle course; for 12-inch-wide (305 mm) shingles, the HardiePlankTM (Cemplank°, Prevail-, and RFC) lap third nail (see Table 14) must be Installed mid-span of the o shingle. Nails must secure shingles but must not be siding, Artisan Lap Siding, and described In eTM (New over-dmen. Trim and comers must be installed and the comp) with, )Individual shingles described In this report shingles must be finished in accordance with the comply with, or are suitable alternatives ro what is manufacturer's application instructions.A'/e-inch(3.2 mm) subject to thin those following conditions: those codes listed in Section 1.0 of this report, subject gap must be left at locations where the shingle butts against door and window trim and at internal or external 5.1 James Hardiee Building Products, Inc, products listed comers; such gaps must be flashed in accordance with the in this report must be installed in accordance with this applicable code, Nen caulked. Horizontal joints must be report and the manufacturer's published installation flashed with Z-fleshing. instructions. In the event of a conflict between this 4.3 Flretesistance led Wall Assembly (HamMPla i report and the manufacturer's instructions, this report Lap Siding): governs. The asymmetrical, load- 5.2 HardieShingleT" (New HardieShingles) panels, y bearing, one-hour fire-resistance- HardiePlankTM !Cemplank*, Prevails" and RFC®)lap rated wall assembly must consist of nominally 2-by-4 wood S TM siding, Artisan Lap Siding, al singles musts studs spaced a maximum of 24 inches bottom plate. on (New HardieShingla®) individual shingles must be center, with inc top plates and a single bottom plate. One installed on exterior walls braced in accordance the layer of /ewithhAST (15.9), Type M gypsum wallboard applicable code. complying with ASTM C36 or ASTM C7396, 48 inches (1219 mm)wide, must be applied vertically to the interior 5.3 Design wind speeds applied to James Hardie®sidings face of the studs and secured with minimum 1'/4-inch-long described In this report must be determined in (44 mm) cup-head gypsum wallboard nails, spaced accordance with the applicable code and must be less 7 inches (178 mm) on center at board edges and than those shown in the wind speed tables in this intermediate framing members. All board joints must be report. backed by framing. The 5/.-Inch-thick (15.9 mm), Type X, 5.4 The sidings must be installed over a code-complying gypsum wallboard joints and nail heads must be finished in water-resistive bamier and as noted in this report. accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer at'/rinch-thick 5.5 For use in fire-resistance-rated construction, (12.7 mm), Type X, water-resistant core treated gypsum installation must be in accordance with Section 4.3. sheathing complying with ASTM C36 or ASTM C1396 5.6 Flashing must be installed at all penetrations and and one layer of maxi®um 12-inch-wide (305 mm) terminations in accordance with the applicable code. HardlePlankTM (Cemplank , Prevail and RFCe) lap siding lapped a minimum at 04 inches (32 mm). The 5.7 Under the 2015 or 2012 IBC, Section 1403.5, '/rinch-thick (12.7 mm), Type X, water-resistant core- installation on exterior walls of buildings of Type 1, Il, treated gypsum sheathing must be applied vertically to the III, and IV construction Is limited to buildings that are exterior side of the framing members with vertical edges not greater than 40 feet in height above grade plane staggered 24 inches (610 mm) from the joints on the and that feature a combustible water-resistive barrier. opposite side. All board joints must be backed by framing. 5.8 The products are manufactured at the following The '/rinch-thick (12.7 mm), Type X, water-resistant locations,with quality control inspections by ICC-ES: core-treated gypsum sheathing must be fastened to the . Cleburne,Texas framing members with 1/inch-long(44 mm)ring nails spaced 7 Inches (178 mm) on center in the field and 4 . Peru,Illinois inches (102 mm) on center along the perimeter of each board.The outer layer of s/ra-inch4hick(7.5 mm),minimum • Plant City,Florida 12-inch-wide (305 mm) HardlePlankTM (Cemplanks, . Pulaski,Virginia PrevalITu, and RFC®) lap siding must be applied over Sparks,Nevada the /rinch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing by attaching 1'/2-inch-vide . Tacoma,Washington (38 mm)HardlePlankTM(Cemplank®, PrevailT"', and RFCe) starter ships through the gypsum sheathing into the • Waxahachie,Texas bottom plate and 12-inch-wide (305 mm) HamiePlankTM . Fontana,California (Cemplank®, Prevail'"', and RFCe) lap siding applied . Summerville,South Carolina horizontally with a minimum nominally 1 /4-Inch head lap, and fastening with a single 6d corrosion-resistant common 6.0 EVIDENCE SUBMITTED nail driven through the lapped planks into each stud. Data in accordance with the ICC-ES Acceptance Criteria The axial load must be the lesser of the following, for Fiber Cement Siding Used as Exterior Wall Siding provided structural consideration for axial, flexural and (AC90), dated June 2012 (editorially revised September bearing perpendicular-to-grain stresses is in accordance 2015). with ANSI/AWC NDS-2015 for the 2015 IBC and IRC; 7.0 IDENTIFICATION ANSI/AFBPA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 20133 IBC or IRC): Pallets of the JamesHemies Building Products, Inc., 1. Maximum 100HardieShingleTM (New HardieShinglee) panels, percent of full allowable axial HardlePlankTM (Cemplank°, PnwailT and RFC®) lap compressive design load permitted for the wood siding, Artisans Lap Siding, and HardleShingleTM (New species. HardieShingleo) individual shingles must carry a label 2. Maximum allowable wood axial stress of 0.78 ' which bearing the manufacturer's name and telephone number, must not exceed 0.78 ' at a slenderness ratio the product name, the name of the Inspection agency, of 33. ICC-ES,and the evaluation report number(ESR-2290). ESR-22901 Page 4 of 27 TABLE 1—STANDARD NOMINAL PANEL,PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH(INCHES) LENGTH THICKNESSES (INCHES) HerdiePlanke lap siding 4,5'!r,6,6'/.,7'/,,7'4,8, 12,14 feet °he 84,9'/e,94&12 Mean`lap siding, 5'/e,7'/x.8'4 12,14 feat °/e Cemplenke lap siding 5'/4,8,6%.7'/.,7'/z,8, 12,14 feet 8/4,94&12 PmvaiInn lap aiding 5'/x.SO.7'14,7'/2,8, 12,14 feet °He 8`/4,9%&12 RFC"lap Wing 8'4,V/2,8'4.9%&12 12,14 feet Nov Hardie5hinglee broth exposure 18 14 inches '4 (square&staggered edge) New Hardle5hinglae 74nch exposure 48 15'/..15'/e inches 74 (square&staggered edge) Herdle5hingla-panel 48 16 Inch. '4 (square&staggered edge) HardkShinglaTM panel 48 16,19 Inches '4 (hag round) New Herdie5hinglee IMlMml 3'f2,4'1,,5'/y 7,8°/x 14 irwhn Shingles 5-inch exposure New HekleShinglee indiWdual 43/n,5'4,63/x.7'/x,10, 15'4 inches 'L shingles 7inch expoSure HardieShingla` indium shingles 6,8,&12 18 Inches I Far 51:11noh=25.4 mm,t 8=305 mm. TABLE 2—"K"and-W VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THERMALTHERMAL ACTUAL TNERMAL ACTUAL THERMAL THICKNE883 CONDUCTANCE' RESISTANCE' CONDUCTANCE' RESISTANCE° (INCH) Keex=(BTIIIHR-FT'-°F)SNCX It Kerr (Ke..) (R) 'Ix L95 0.51 7.80 0.13 °4e 2.07 0.48 8.62 0.15 Forst I Inch=254mm,1 B4a1M'-°F=5.878 WMn-K. 'Beeed on 1 A a panel Makn.. 'A al value for penal lhlanese shovn. ESR-2790 Page 5 of 27 TABLE]--MAXIMUM BASIC WIND SPEED(3-second pup)(mph) U12 IRC,211119 21115 HIC9RC and IBCSRC,2008 20121BC IBCORC (Ultimane Design (Brisktal Wind 3?.al Speed.vrM'1 V. ) EXPOsum EXPOSURE PRODUCT IN FASTENER STUD BLDG. CATEGORY CATEGORY pin.) FATTENER FRAME( .) TYPE BPACIND T,PE SPACING HEIGHT (IN.) (IN.) (Fr.) III C D BC D -kwh HaNI(N.nplaw shank � 615 128 BS 183 110 - Shark smand ]/18'WBP 20 121 85 - IN 11D HaNb3hingle®1 '/a 0.18T HD 13.]8 structural e9ecMtl to Panel(straight a MB M9 shank genal snarlingPer 40 105 85 138 110 .no Installation) ogle sheaMi colder only W 95 123 Anachad 0hank tot . 615 106 &5 130 110 HartlbShingle^'(Nsx shank 7116-WSP HwdleShinglast) '0.10THD WOOd e6achad to 20 105 138 Pens!(staggered �l' x1'/i king 13.75 structural heminp Per installation) Mg ahem Penal ab a 95 - - 123 - - nalis shtant, own W 85 - - 110 O,o90' Agech,d 615 158 14s 130 204 185 168 ' HeMb5Nn91e^ oIa shank no"! T118'WSP 20 158 139 127 104 179 181 (New 'It '0.215'HO 8 atrudund ripechMto Hardieshlnpb9) x 15/i long s firming Par M 152 190 120 188 180 166 Penal dig shank ahsMing coda rel( only W 143 124 115 185 1W 118 0,091- A9asherl 615 172 158 142 222 201 183 Herdi(Nhinpbo /n'^' shank weoa 7118'WSP 20 172 151 136 222 196 178 HeN(IaSN bD Nine 'l� x0'2%5'HD ng 6 shuclurel aaachedfo Panty ) drpehert, Panel I1B1"��r 40 183 141 130 213 182 IN nelis sheething ` only 60 136 135 128 201 174 183 NDrdnai 0.15 1W 137 116 217 177 1W 0003- 2x4'or HeNIe9Nngi.- shank Min.No. 20 188 137 116 217 177 1W (New 'OA8P HD Mason 20, x HardleShim,") 3I' xIll:tang aWd' 3.82'x 16 40 188 128 105 217 163 IN Panel ring shank 1.375' ^M� Meal W 158 116 105 201 1W 139 CetrM Nornlnal 0.15 141 195 85 190 198 110 0.083' 2x4 Dr HaMIe3M1irgla^' shank Min.No. 20 137 1W 85 1]] 120 110 (Naw "OAfIr HD at each 20ga.x HardleSNnglea) /x xI'/,lag cods 3.6Yx 24 qp 128 95 - 183 123 Panty angle shank 1,375" IP Merril 60 116 89 1W 115 C-stud For SI:Hoot=305 mm,1 inch=25.4 mm,f mph-0.44 Ms, 'Values as for sects M%rood hating a spxMc graNN of 049 or greats. 2Fer application to metal fbming mmMre,ixtanent must M ET&F Peddling Systeme,Inc.Er&F Paseeste nail,ET&F No.AGS-1W4150,Med diameter•0.313In,shank diameter=0.1 W In.,length=1.51n,Metal studs must be matlmum Fy•33 ill, 3For applintlon W ASTM C90 comments masonry une wall,lasbnem must be eithw ET&F Fasienlrg Starnes,Inc ET&F block nail(ET&F No.ASM-1 4 125, hsd dta.•0 301..,shank db.=0.141n.,I.gM-f Y5In.I Max System block nail(CP-C 832 Wr-ICC,Med diameter.=030 in.,shark d armater.•0.151n., "M=1.3 m),herdsman SumPin block nail(head diameter=0.301n.,shank diameter=0.144 m.length-1.251n),or Jeer.Nall Pm(NP145S Matl diameter -0.30 in.,shank diameter=0.145 in.,length=1.25 tn.)applied at the sunalent Internet in Mud spacing, Wild spstl design assumptions per Section 6.5,Method 2,MASCE]-05:1=1 0,X•=1,iy=0.85,GCq=0.18.,GCB•-t A4 For epplicalDn Iceland staining or wroU-0eted shaelhag,Me minlmum fastener penetrMen must M t Inch Into Mn ing orthe sheathing thickness as spllrable, sVm=naeinsi design wIM apse. V ZuNmtladaegn WM,peed. hYIspeed design asaimptons per Borten 30.4,ofA E]-11:Krt•1,Kd•0B5.GCq=0.19.GCp=-1 d. 2015 and 2012 IBC Sector,1809.3.1,Eqn.1633, Vw=V,a 0.6 ESR-2280 I Page 6 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)' 2012 IRC.20W 2016 SCARC and HIMMC,=6 ISCRRC 2012 IBC (Basic MindSpend, IUMmdI w Ipn vnatl e PRODUCT FJmOBURE E](POMME DIME"WN 11111.1 FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT rypEt METXOD' TYPE BPACIHG NEIDHt THICK. WIDTH (IM.) H7 B C 0 B C D Min.No. 015 188 160 147 217 217 190 ETBF pin 238Yx 20 188 16B 147 217 217 1B0 HatomPlenke '/1° 4 0.100"LS' Face Nailed 1.3]5" 10 x025'HD 1 37 40 168 1% 137 217 204 17] C-Stal 60 16B 147 126 217 190 163 Min.No. 615 1a0 188 147 217 217 180 ET&F pin m9ax 20 188 188 147 217 217 180 HrdleManke 1/1° 6 DAM' 1.5' Fete NNIed 316w, 10 x025"HD M3dl 40 188 156 137 21] 204 177 6Mua 80 188 147 126 217 190 183 Mn.N6 0-15 188 180 147 217 217 190 ETBF pin MN..x 20 168 188 137 217 217 177 Hemispiele °/n 841 a.I00,'1.S Face Nailed 18 x 0.25'HD 137 40 168 In 137 217 204 1" MeaCaMd W 188 147 128 217 190 163 Min.No. 0-15 108 156 im 217 204 163 163 217 1 147 1 20 2 x 1 ETV p0, 20 88 28 90 MambPlmke °l,° 711 t/a 0.100"1.5' F.eased! 3'82"' 16 x 025'H0 M Mated 40 188 137 121 217 177 158 C-ew 80 1B8 126 116 217 IN 150 MIn.No. 0,15 10 147 128 217 190 163 ETBF pin m Ox'x ZO 188 147 126 217 190 163 HWIePlank° °l,° 8 O.teo"'1.S Face New 3'�� x 0.25-NO G NN 16 40 166 137 118 217 117 150 C-eftal 60 160 126 106 217 163 138 Mb.No, 0-15 160 147 128 217 10 183 ETBF Pin 0..x 20 180 147 118 217 190 150 HatlbPNnke 'N641 0.100,'1.5' Face Nallea 36r. S 18 x0213T 5-HO 13740 188 131 118 217 168 160 "wel SO 158 126 106 204 163 136 Mb,He 0-15 188 137 116 217 177 150 ETBF pin m0e'x 20 188 137 116 217 177 150 Henemmanke °/�° 9l1a 0.100,'1.5' Face Nailed 3.82'" 16 Metal 8I1 ;025'XO 137 40 158 128 106 201 163 136 Celud 80 147 116 105 190 150 138 Min.Na. 0-15 115 131 119 187 108 164 ETBF pb 23 'x 20 145 127 118 187 184 180 HaMbPlank° '/1e 12 0.100"1.7 Face Nailed 18 0.26'X0 Ml b 139 119 110 179 151 142 CaWd m 131 114 108 188 147 137 Min.No. We 160 137 110 207 177 150 ETBFOIn 209a.x m 160 137 118 207 177 150 XWbPlenke 'IH 4 0.10x'"1.5' Face Nailed 3'w 20 xa25'NO Mata' 40 154 121 105 199 158 138 Metal GeluO BO 145 118 100 18] 150 128 MN.No 015 180 137 116 201 177 160 ETBF pin 20 pa.x 20 160 137 116 207 1T7 150 HMdadenal °IIs a 0.10Y 1.6 Face Nailetl 3.82"" 24 x ON'HID MMMaI 40 154 121 105 199 158 138 "hal 80 14 lie 0,00 187 150 128 ESR-2290 I Page 7 of 27 TABLE 4-M"IMUM BASIC WIND SPEED(mph)°(Continued) 2 012 IRC.2000 20151SC/IRC and 618C/IRC 20121BC rl Stead, (UMmate Design ) Wlnd Sowed, 7IMFMTENER STUD BUILDINGURE EKP08URE MTENER FASTENING FRAMEPRODUCTTYPE° METHOD° Tli SPACING HEN3NTORY CATEGORY 8M) (FT.) D B C D MIn.No. 0.15 116 207 177 160EfBF pin 209e.x20 110 20i t63 142 HeNbPlanka .100"1.5• Few NeMtl 3'��. 240.25'HD 1Mea� a0 105 180 150 138 C.ohd SO 137 116 95 17/ 150 123 Me,No, 0-15 160 116 100 207 150 129 200... EN6 I 9.8Y20 158 116 95 204 150 123 Hebb%antra .100•'1.5 Few Noted 1.375 2a x02SI1D 1.3740 137 105 89 177 190 115 Memat "Wal 60 126 in 89 183 123 115 Min.No. 0.15 160 116 0 207 150 129 EFBF pin 38Y'i 20 15B 118 % 201 150 123 HMdb%enka '11. 8 o.10S'I.S. Few Noted 1375 24 x 0.25'HD MNeI M 137 105 89 117 138 115 C-mad 80 128 85 85 163 129 110 MIn,No. 0-15 168 118 95 204 150 123 ETBFpin 200e.x p 158 105 95 204 138 123 HeNbPl.nka °/ie 8'/° 0.100•'1.6• Faw Neled 38Y 20 x 025 HD tMeW 40 137 IN 65 1T7 120 110 GaNd 60 128 95 85 183 123 110 MIn.No. 0.15 147 105 a 100 1% 110 07 w ETBF pin p8T 20 147 105 85 180 1% 110 Hwdiepi .11. P 0AW 1.5' Few Noted 24 9I' x035'140 MSI d0 128 Me 86 163 123 110 C-wet SO 128 85 - 163 123 - Min.No. 0-15 106 86 87 137 124 112 ET&F pin 209a.x 20 WB 93 85 137 120 110 HONbPbNfa °/x 12 0.100'"1.S Few New 11 '82" 24 x 0.25 HD 1.37W W Q 102 87 - 132 112 - CaWd 60 98 - - 124 - 0.16 156 126 105 201 183 138 ETBF pin Min.No. 168 121 100 201 150 129 Hantopbnke °11e 4 0.105'LS EOnd Nailed 209e.x 18 x0.31WHD 3.62' 1.315' 40 147 110 05 180 112 123 60 137 105 95 17T 136 123 H-E 5 150 128 1% 204 183 138 ET&F pin MII x. in 121 100 201 1% 129 HndlePWO °/n 6 0.105'15 Blind NBIled R09 ' 16 x 0.313'HD 3'37 � 147 110 95 190 142 123 3iS 137 105 95 177 198 123 0-15 188 118 100 217 150 129 ET&F pin Min.No. 20 158 118 95 209 150 123 HeNHPIaMIa 1/1e 64° 0.100•'1.S Said Noted 20,. 18 x0.313•HD 3'IO- 1.3]8• 40 197 106 89 171 136 115 60 128 100 85 1&1 129 110 0-15 147 105 BS 180 198 110 Min.No. E78F qn 20 137 IN BS 1]] 12B 110 HMdle%enka °he 7/tw 0.105'1.5' BNM NBNetl 20 q'x 18 )/a a0.313'HD 1.37r 10 121 89 - 168 116 - 60 110 in - 142 110 - ESR-2290 Pagg 8 Of 27 TABLE""IMUM BASIC WIND SPEED(mph)'(Continuod) 2012 IRC.2009 20151BCIIRC and ISCBRC,20OB IBCIRC 20121BC (Basic WindSPW' NMmxte Design YMye, ' Wlnd sead, V., 1 PRODUCT STUD BURDINO EXPOSURE EXPOSURE PRODUCT OIMENSKIN IN. FASTENER FASTENING FRAMECATE SPACWO "EIGHT CATEGORY THICK. WIDTN � METHOW WIPE" (IN.) IFT.I B C %13611. 0-15 137 95 Mb.No. ETBF pin A 128 96HaldlePlank° °l1e 20 ga.0 0.100"L6' Blind Nellatl 382••xD.313•HD 1.3]5' 40 118 B580 106 850-15 137 95 - 177 123 ETV Pn MIn,No. 0 128 in 189 123 - 0ga.x HeNbPMM 1/1e 8'I. xaIW 0.3131.D BIIM Nailed 3.BY' 18 x0.313'HD 1.375' 40 118 B6 - 150 110 - 80 105 - - 138 - 0.15 158 110 95 201 142 123 ETBF pin MIn.No. 20 147 105 85 190 198 110 HMdaPtank° °/1e 4 DAN- 1s gond Nailed 20 w.x 20 x 0.313'HO 3'62-� 40 128 95 85 189 123 110 1.375' 80 121 95 - 158 123 - 0-15 150 110 95 204 142 123 ETBF Mn W.N' 20 147 108 05 190 198 1111 hanbaRinks 1Ae 6 0.lff'l.5' land NOW TO pax 24 x0.313•HD 3'".. b 128 95 85 183 129 110 3 5• W 121 95 - 158 123 - 0.15 147 105 855 1911 198 110 MIn.No. ETBF pin 20 197 100 85 177 129 110 NWbPbnk° 11. 8'/. 0.100'1.5 Blind Nailed ��x 24 x 0.313'HD 1.375' W 128 05 - 163 123 - 60 105 Be - 138 115 0-15 13] 95 85 177 123 110 Mia No. ETBF pin 20 128 96 - 163 123 - HartliePlenk° e/n 7jt/� 0.0,31WH6' BIiM Neiletl 20'.... 24 x0.313'HO 3.82 40 118 BS 150 110 1.3]5' 80 105 85 - 136 110 - 0-15 128 OS - 163 110 - MIn.No. ET6F Nn 20 ye.x 20 116 86 - 150 110 - HeNieFlenk° 1/1e 0 x0.31"15 BIIM Naibd 3.8Y' 2/ x0.313'HO 1.3]8, 40 100 - - 12B - BD 96 - - 123 - 0.15 118 - - 150 - ETBFpn Mis' ' 20 136 - HeNbPlanx° ill. 61/. 0.100"1.5• Blind NOW mars x 2/ xo.313•HD 1.379 a 95 129 - 60 85 - 110 - - 0-15 1m 170 168 219 219 204 Face Nalbtl fi�15 170 169 151 219 210 19B HakbPbnk° °/le 5.25 fid ca . TMough �d 16 plaMcavxlep 1711 157 145 210 203 187 170 151 140 219 194 180 170 156 141 219 200 182 Face NeIIM170 151 138 219 1% 178 Hanfisic ° elle 825 6a wmmon Through 16plank—up 1N 110 130 218 181 18]155 135 126 207 174 161 ESR-2290 Page 9 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Con41nu6G) 2012 IM,2000 20151BCORC and IBCIIRC.=6 IBLWRC 2012180 (e.e10 Want r'P..al, WhISnmaN6�" V.'"') PROWtt STUD BUILDING EXPOSURE EXPOSURE DIMENSXIN IN. FASTENER FASTENING FRAME SPACING BUILDING PRODUtt Typw METNOD3 TYPE'" CATEGORY CATEGORY THICK WIDTH (IN.) (R.) B C D OTC 0 0.15 1% 142 128 202 183 168 Few Nallea 20 156 136 128 202 178 162 H.nkaPlenke °l1e 7.25 Bal commw 11nmu9h 2X4 16 plank owrap 33tl4U 40 150 128 118 1B9 185 153 80 142 123 114 169 169 147 0-15 153 139 126 197 1n 189 Face Na11W 2X4 w 153 195 123 197 174 189 HardlePienite °l,° 7.5 U.. Thro.0 16 plank caal.p 33ov4 40 147 125 116 190 182 150 w 138 120 112 1n 156 144 0-15 141 131 121 180 172 157 Face NAM 2X4 20 147 130 118 180 IN In HeNIePWke °/,e 8 64..n Through 18 plankoaealap 1°9a6 40 141 121 111 182 158 144 80 134 116 108 172 150 IN 0-15 145 131 119 187 160 154 Face Nadel 20 145 127 116 187 105 150 HNaliePlanka Ifn 6.25 Bal common Thmgh 2X4 18 plank.fiep •000 40 In 110 110 179 153 141 W 131 114 W6 169 147 136 0-15 135 129 111 In 158 1" Face Ne1100 20 135 119 108 175 154 141 HeralNPlenk° °/ee 9.25 M common Thmuph 18 Plank ov00ap riaaal 40 130 111 102 168 143 132 80 123 108 98 156 137 128 0-15 133 121 1ID to 156 142 Face Ne11W w 133 117 107 172 152 138 HrdlePhnke '!,e 9.5 Bal common T1Q.,h 2X0 18 plank oamdap 3'000Q 128 108 101 186 141 130 w 121 105 97 156 135 128 0-15 150 162 128 201 In 168 Few N.W 20 156 138 126 201 178 182 HemkWlanli 1/1° 5.25 Bal wmmon 11"w0h a4 24 Nwko dap 'kpw 40 1% 128 118 193 168 183 80 U2 123 114 183 159 147 0-15 140 127 115 180 164 149 Few NeIW 20 140 123 112 180 159 145 HarallePlanke °lea 8.25 w M. Thmigh 2%9 24 plenkoeerlep3Y0v0 40 134 115 106 173 148 137 80 127 110 102 164 142 132 0.15 127 116 105 165 149 138 Faw Na11eal 20 127 112 103 185 145 132 H.MleplWa °/x 7.25 60..n Thmu9h TJ41 24 plenkorealep 33tlo0 b 122 105 87 156 13 125 60 118 100 83 199 190 120 0-15 125 113 109 161 148 139 Few Na lle 1 20 125 110 100 151 142 130 HercNePlenk' °/te 7.5 Gal common Thnm9h 2J(4 26 pknk oveMD 6vaE 40 120 102 85 155 132 122 60 113 88 91 148 127 tIS ESR-2290 I P.O.10 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)°(Continued) 2012 IRC,Not, 20151BGIRC.6 IBOARC,2008 IBCIIRC 2012180 (BeelVWi°n°EaSpeed, (Uhimate Ye"8p1eeE,n V., ) PRODUCT STUD BUILDING EXPOSURE E(PO.4URE PRODUCT DM 191 ON IN. FASTENER FASTENING TT S SPACING H EIGHT CATEGORY CATEGORY THICK. WIDTH IIN.1 B C D B C D 120 109 99 155 141 128 Face NOW 2X0 120 106 97 155 137 125 HeNNManke °In 8 Sd wmmon 1M1mu9M1 nood 24 plenkwMap 11S 99 91 149 127 117 109 95 88 141 122 113 118 107 97 152 130 128Faw Nailed 118 104 95 152 194 123 HNOIaPlel a °l,° 8.25 fid common TM1mu9M1 D t 24 plank overlap 113 97 89 146 125 115 107 93 68 138 120 111 110 100 91 142 129 117 Face NeIIM 110 97 89 142 128 Its HNSIP4nke °/r° 925 Mcannon TIVapS 24 plank wedep 108 91 - 137 117100 07 - 129 112 109 99 90 140 127 116 Few NNW 2%4 IN 90 07 140 124 113 °/1e 9.5 U common TMOu9M1 24 (,"overlap vood 104 89 - 135 115 - 99 85 - 127 110 - 170 170 170 219 219 219 Few NaIW 170 170 170 219 219 219 Hard.M.nke °/°e 5.25 U..I TMoupM1 � 16 danko aP b 170 170 In 219 219 219 80 170 170 In 219 219 219 0.15 1711 170 170 219 219 219 Few Nailed 20 170 170 170 219 219 219 HaOHPlenke °11e 6.25 mcommon Tleoo9M1 10 Vlenk.6, 40 1711 170 181 219 219 208 80 In 169 1% 219 217 201 0-16 PO 170 160 219 219 M7 Few N.1IM 20 170 170 1" 219 219 203 HNdkiPlenke °/te T.25 Bd oamnwn ThmuYl 18 planke .p 40 170 180 147 219 207 180 60 170 153 142 219 IN 183 0.15 1711 170 167 219 219 203 Face Nalled 20 170 IN 151 219 217 199 HadlePNnka °11e 7.5 IN cannon Mm h 2X4 18 plank wed, .mod 40 170 157 146 219 MG 187 80 170 150 198 219 194 179 0.15 fl0 167 151 219 216 195 Few N91ko 20 170 162 148 219 209 191 HWIe%enke 6/1e 8 8d..nn. Tnmu9M1 18 plenkmndap w� 40 170 151 139 219 1% 179 w 167 1M 134 216 188 173 0-15 170 184 149 219 212 192 Face NeWd 20 170 159 145 219 205 187 HeNleManke 8.25 Mcannon Tteou9M1 16 plan,v.. b 170 iH 137 219 191 177 60 164 142 132 212 10 170 ESR-2290 1 Page 11 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012Ill2008 20151BCaRC and IBCIIRC.2008 IBCBRC "12 IBC (Bask3WoolS,N ryW rate 3wMateo va; ) 7MPRODUCT STUD BUILDING EXP0611RE EXPOSURE PRODUCT F Tilp� R FMETMOO' TMASTENING RAPkE1E SPACING NEIGXT CATEGORY CATEGORY(IN.) (FT.) S C D a C 0 615 189 153 139 218 IN 170Face Nailed 20 180 149 138 218 192 176 HWIePlankeId common TNrough V4 18plank wedap 40 182 138 128 209 178 185 60 153 133 123 108 172 159 0.15 188 151 137 214 105 97Few Nailed ?K4 M 188 IN 134 214 166 173 Hacdleplenka 1e .5 becon. Through 16 plankwMap aopd 40 159 138 126 205 176 163 80 151 131 121 1% 189 156 0.15 160 145 132 207 187 1" Face Naled 2X4 20 180 141 IN 207 182 167 HaNleplenka 1/1, 615 Sid common Thmugh 24 plank walep amed M 154 131 121 199 169 156 60 145 126 117 187 189 151 0-15 160 145 132 207 187 170 Face NNNd 20 180 141 129 207 182 167 HBNkPlanke 1/3° 6.25 Bol common ThroMlh M 21 plank.6%, 40 154 131 121 199 189 158 60 145 128 117 187 163 151 0-15 159 141 131 205 188 189 7.25 04 Few NallIM 20 159 140 128 205 181 185 HadiePlank° °la wmmpn Though 2X4 24 plankoie p ao0d 0 153 130 120 198 IN 155 eo 144 125 118 106 161 150 015 158 141 12e 201 in 165 Few Nalled 20 158 137 125 201 177 161 Hmespu ka 11x 7.5 Sol wmmon Through 2%4 24 plank Quad., rood 40 150 128 118 191 186 152 80 141 123 114 182 159 147 0-16 150 138 123 191 176 150 Few Nailed 20 150 132 121 194 170 168 HaNkpknks -)a 8 8d cannon Tlaouph 2X0 24 plank vier, sood 40 144 123 113 188 1% 146 60 136 118 100 176 152 141 0,15 147 134 121 190 93 158 Face N.Md20 147 130 118 190 188 152 Nl HeePlanke 1/3° 8.26 ad common ThroughK4 224 nsove plada, Mood 141 121 111 182 158 10 40 P80 134 116 IN 173 150 13B 0-15 In 125 113 178 161 118 Few NNW 20 1St 121 111 178 15B 143 HeNlePlenka 1/1° 9.25 84 aanmon Through m 24 plink ovedep 40 132 113 109 170 146 134 80 125 108 101 181 JIQ 0-15 198 in 112 176 Few ended 20 136 120 109 176HBNIBPIank4 'las 9.5 8d common Through ?Xa 24plansw dap aacd 40 130 111 103 168 80 123 10) BB 1S9 ESR-22901 PBge 12 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)°(COMlnued) M12 IRC.2008 20151BWIRCend IBCORC,20M ISCSRC 2012 UX III Wind speed (UMmMe Design Wind Speed V.'") PRODUCT STUD BUIMNG E%POSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SpA RIG HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE° METIgD' TYPE ° (IN.) 1") B C D S C 0 No.3-18. Min,No. 0.15 180 1 168 137 217 217 177 1- s �Q0'"v 20 188 158 137 217 N4 ti] HeNbPIeMt °/�e 4 Oool 32FH b, Faceaewed 3.82' 18 nbbetl bugb 9 1.375• qp 103 107 131 217 1W 109 Matl screw MeW C eab 80 188 137 128 217 177 103 0.13 1% 188 137 217 217 In N..8-18. Min.No. 1'l.bnBv 20 In 158 137 217 204 171 HeNNPbnke °/w 6 0.32Y HO Fece 20'.. 16 nbbetl bugle Snenetl 3.BY' 40 188 147 131 217 180 189 head eaew 1.375' 80 188 137 123 217 177 103 0-15 103 In 137 217 217 117 No.8-18. Min.No. i.Ulongs 20 188 IN 137 21] 204 In HenlbPbnk° °lie 6'l. 0.323•HD �Fe� �67 x 18 nbbad bugb 1.3]S d0 i8B td] 126 217 190 133 head anew 80 10 137 121 217 1>] 153 0.15 188 147 126 217 190 133 No.B-10, Mn.No.. V1 o' 1-°/JWGs Fece 20 pa. 20 188 147 121 217 190 156 HeNbPlank° °/.° f 0.32Y NO Soew� 3.82•. 18 ]la dk6dd blab 1.375' 40 188 131 H8 217 138 150 bond eGe1V 60 103 123 1% 217 133 130 0.15 103 147 123 217 190 163 No,8-18, NBn 1-l.longx F. 20 ge.x 20 133 147 121 21] 190 IN HeldbPbnke °/w 8 0.323•HD Scmwad 3,8 . 16 lobed ou9ie LSTs M to 131 118 211 189 160 ad ew 00 150 126 10 TIM 103 133 0.15 180 147 128 217 190 133 W.No. 1'/i bngx 20 108 137 121 217 1]] 156 HaNePlenk° °/�e SSI. 0.323•HD Food 20 18 nbbetl boob 1.976- b 188 131 116 217 169 150 hetlac°aw 00 150 121 1% 204 158 136 0.15 IN 137 110 217 177 150 Min.No. 1-le HD goo 20 i8B 131 110 217 109 142 HrdbPbnite °Iw SB7/� 0.323•HgI F. 20 18 nbbatl bugle SneweU 3.62• M 153 121 1% 201 156 198 Nwd M, 1.375' eo a] 116 tm 1% 156 1z9 0.15 188 123 105 217 163 138 No.B-18, W.No HD 20 180 121 % 217 153 123 HenlbPbllM °/1° 12 0.32,oci buD Fece 20 Be. 18 nbbetl bugle Saeorod 3.50' 40 1ST 110 % 1]7 102 123 Med strew 1.3]5• 80 137 103 B9 177 138 115 0.15 100 137 116 207 177 150 No.&18, Min.No. 1-I° langx 20 180 137 116 207 177 150 NMdiePlene °/is 4 0bode i Face 20 ge.v 26 ebbed MGb Snwwd 9.6Y' 40 155 128 110 200 163 142 bead. 1.375' 60 145 118 105 107 150 138 0.15 180 137 113 207 ITT 150 No.&18, Mn.No. 1 /e'INq x F. 20 pe.x 20 160 137 118 20] 1T] 150 HBMbPbnke °I.S 8 0.323'HO Smwad 3.BY" 24 nbMd boob 142 1.3]5• W 154 128 110 139 183 Med eaew eo 145 116 1% j 187 to j 133 ESR-22901 Page 13 0 27 TABLE"AMMUM BASIC WIND SPEED(nal(Cenanual M.20N21S 201818CIIRC antl MCMC IRC, 1BCRRC 1121BC (Bolt VRrM SpeeU. (UnlmeN De.i . vki 1 xnntl s�.a. PRODUCT D BUILDING um ElIP08URE PRODUCT DIMENSgN N. FASTENER FASTENING FRAME BTU BMDO HEIGHT CATEGORY CATEGORY THICK. N10TH TYPE° MElH00' T,pa" (IN) I".) B C j 0 B C D 0-15 180 145 118 207 18] 150 Man.No. l:bngx 20 180 141 110 20] 182 IQ HeMIePIenP °/,e e'q 0.323"HO Few 20 pa,x 24 ribbed bugle Soevretl 3.6T' 40 Vol 191 10 199 189 138 heed anew 1.3]5' Be 145 128 t00 107 183 129 0.15 t80 128 105 207 183 138 No.&10,1- M r.No. �'Z, 20 180 121 1% 207 158 196 HeMNPIaMe °/y ]1t ar 0.329 HD Face 20 Be. 21 ]/1 Ill bugle 6Pew'eE 3'82" 40 147 110 BS 190 112 123 head!arrow 1.375" 80 137 105 95 1F/ 138 123 0.15 180 128 105 207 189 136 Na.%181- Mr.No. °/.2THx 20 180 121 100 20] IN 129 HaMk+Planll °/,e 8 0.323'HO &.1 238.1 24 ribbed Male 1.3)5" 40 117 110 95 190 142 123 ea0 anrww 60 137 t% 09 to 136 115 No.B-18,1- 0.15 160 121 1% 207 158 138 •/:lonHD Mn.No. 20 180 121 1W 207 158 129 ribHeMiePlanke °/,° Bel. 0.bed Wake Face "a... 24 headDMN Svwwtl 3.BY' 40 137 1% % 177 138 129 heetl anew 1.3]5' 80 131 100 B9 109 129 115 0.15 188 118 85 204 150 123 No.B-18,1- Mn.No. HeMI.Flenke °I,e 9/ta 0.329"XD Fete 20 Be.x 24 20 150 110 95 200 142 t23 B Ix ribbed bugle 3aewed 1.3 5' 40 137 100 M 177 129 115 heed avow Be 128 95 % 183 123 110 r40 189 148 131 210 191 173 9W 11 BIIM Ni 183 143 131 210 186 IN HeMlePlenke 111. 5.25 1.2Y , Through top 2x4 18 roo@g nell poke°0l plank Jim 123 202 172 159119 191 165 1562 1A 188 171 155No.11 Blind Nailed 8 117 1% to 151 HaNieProNMe °/,e 825 1 Bel e°� M emh Mpr 2X4 16 roaMeneil9 Panl 9 110 180 161 142 1% 171 148 131 0.15 1 110 172 1% 142 No.11 gi BXM Nailed 20 107 172 151 138 HaMIe�Ynke °/,e 7.25 eB1Bp' Th�wgh Mp 2x4 18 oof,p ng lank 40 101 165 141 130 ro 25' nail edge p e0 97 158 135 126 0.15 190 118 107 188 152 138 No.tt BIIM NaNd 20 130 115 105 1% 118 135 HeMlePronke °/1e 7.5 PUP. Through by 2x4 18 1.29 on, edge olplark 40 125 107 % 161 1% 127 rooNq nab 60 118 102 9152 192 123 0.15 125 110 103 162 147 133 No.11 alintl Nelled 20 1% 110 101 182 1d3 190 HaMie%enXe °/,e 0 129 Through by 2x4 18 ,00,ko naal edge d plank ke 40 120 103 % 155 133 122 60 114 99 81 idi 127 118 ESR-2290 I PB9e 14 of 27 TABLE MAXIMUM BASIC WIND SPEED(mph)'(Continued) M12 IRC,2009 20151BCIIRC and IBCIIRC.=6 ISCDRL p1218C (Baal V"rndSpeed, (UWIM Bpeetl9^ Vu a1) PRODUCT STUD BUILdNO112 RE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING NEIGRTORY CATEDORY THICK. WIDTN � METIgD' TYPE^ (IN.) (FT.) D B C O 0.15 101 169 141 131 No.11 BIIM Nailed 20 99 159 140 128 NardiPlank° °l1. 825 gem' Thmu9h top 2x4 181.25'lup9 edgedpi.nk 40 B3 152 130 120mafing.060 W 141 125 116 0.15 B5 148 135 122No.11 BIIM Nailed 0 83 146 131 119 Hetwounke 111. 9.25 gauge. Thmu9h top 2x4 19 125.'Ono adge of plank 40 110 81 87 142 122 112 roofing nap 80 104 90 - 135 117 - 0.15 113 103 93 149 133 121 No.11 BIIM Nelled 20 113 100 91 146 120 118 HMdklPWke °Iw 9.5 1,2v" e7dge of genrough k 2x1 18 0 109 93 88 140 120 Ill roofing nail 8e t03 89 - 133 115 id 0.15 133 121 110 172 158 141 Na.11 HIM Nailed 20 136 117 107 172 151 198 Hardie%enke 111. 5.25 125-lorg Through top 2x4 24 moenp nail edge of pank 40 128 109 101 185 141 130 0 121 105 97 1% 196 125 0-15 Ito 108 W 153 139 128 No.11 7N; 20 119 105 08 169 136 1246.25au02x4 24 12a k`2 10 114 98 90 147 128 116 reefing nail 6o IN 04 87 139 121 112 0.15 100 88 89 140 127 115 No.11 B9M Nelled 20 I08 W 87 140 123 113 HanfieRnke °Iw 7.25 1.2F pm Though tap 2.4 24 I01 09 - 134 115 - rooMng.0 Mge of plank SO 98 85 - 127 110 - 0-15 108 96 88 137 125 113 MAI BIIM Nelle l 20 100 94 88 137 121 110 HarUIePIeake °11. 7.5 QeYge' Though top 2x4 21 1.2Fong edgeolplank 40 102 87 - 132 113 - mofing pall 60 08 - - 125 100 - 0-16 102 93 - 192 120 No.11 BIIM Nailed 20 102 90 - 132 116 - HardlePlanke 111. 8 Nue". Through by 2x4 24 1.2S Ion edge of plank 40 BB - IV noting na l 60 93 - - 120 - 0.16 100 91 - 129 117 No 11 BkM Nelled 20 100 BB - 129 114 - HeMlePlanke °Iw 8.25 gauge. Through by 2x4 24 1.2S kng ad ofpMnk 40 98 - 124 - rootingpail W 80 91 - - 117 - N15 90 85 - 121 110 No it BIIM Nailed 20 94 - - 121 107 HMdkPWnke °l,e 9.25 gauge, ThpwBh top 2x4 24 125- ingof nk W 90 - 116 - .ofin9nall edge Pia 80 86 - - 110 - ESR-22901 Page 15 of 27 TABLE"A%IMUM BASIC WIND SPEED(mph)'(Continued) 2013 IRC,2008 30131BCIIRC ane IBCIIRC,20081BCIIRC 20121BC (Basle Wie Spend, (DMmab Oaal9n ,-Ie pada. vnne ac..e, v 1 PRODUCT STUD BUILDING EXPQBURE E%POSURE HICK.DIMEN 10N DT FASTENER FASTENING FRAME PRODUCT TYPE° METNOO' TYPE°} SPACING NOFT-) CATEIiORY CATEGORY THICK. WIDTH (H4.1 (FT.) B C D B C D 0.15 93 - - 119 - No. 11 Bend galled HeNlePbnN 'lu 9.5 gauge, TM1,cugh lap 2.4 24 � 83 - - 119 - 1.2b'M8, edge of plank b BB - - 115 rooflnp nail - 0.15 1]0 170 188 218 219 214 No.11 Blind Nailed 20 170 170 182 219 219 209 HadlaPlane °/1e 525 BI�M�5 Tharp ll lop 2x4 18 mofing Neil edge a plank 40 170 185 159 218 213 197 60 170 160 147 219 206 IW 0.15 170 1" 148 219 211 192 No.11 Send NMIM, 20 170 1% 145 219 105 187 I HaliePlenke '/1e an 9nchuagIong N Through by 2x4 18 roofing Nell edge a plank 40 In 148 137 218 181 176 o S, 184 142 132 211 183 170 0.16 1" 149 136 212 106 175 W.a,e 11 Blind Nalbd 20 184 10.5 132 212 187 171 HerdiePlanke 'he 7.25 8:ch�on5 Tlhough fop 2 x 4 18 ,coling Nell Mbe Mplank 40 150 135 125 204 174 161 80 149 129 120 193 18] 155 0-15 161 148 133 208 189 172 No.11 BIIM Need 231 161 142 130 208 183 187 HBNHPlenka rhe 7.5 gIeg?�6 Through by 2.4 18 eooOng Nell edgeafplenk 40 IN 132 122 200 171 1% 80 148 127 110 189 1" 153 0.15 155 141 128 200 In 165 No.11 BIIM Nailed 2p 16fi 137 126 200 173 181 HMOoR nIP °he a yl�aON6 Through by 2x4 18 roes,Hell ednoolank 40 149 127 117 192 160 162 80 141 122 113 182 157 148 0.15 152 138 126 197 178 162 No.11 Blind Nelled HediePlaike 1/n, an guile.l.]5 Through top 2x4 18 m 162 134 123 1B] 1]3 158 il Inch ONoxaffinIenk 40 146 126 115 189 181 149 Inch Neil adgeMp 60 130 120 111 178 155 iW 0-15 142 In 117 161 187 i12 No.11 Fuml Nalbd 20 142 128 115 184 182 14 Hadmianke rhe 8.25 ,Inch IO J6 Through lop 2x4 18 Inpnon9 moflng NMI dgeeolplank WB 40 137 117 178 151 138 80 in 112 101 107 145 134 0.15 1/0 1216 181 184 149 No.11 BIIM Nailed M 140 124+'l 13 181 180 148 HadlePlenke °/a 9.5 gu ch on, Through bop 2 x 4 18 .11,Nad,Mplenk 40 136 115 108 174 148 137 fing Nell 80 127 110 102 181 142 132 0.16 18.1 149 138 212 189 175 No.11 Blind NMI. 20 184 145 132 212 187 171 lanke Hadfi '11. 5.25 BI ch lon96Through lop 2x4 24 roof,Nail ee9eafplenk 40 158 In 125 204 147 1 161 w 149 in 120 193 167 10 ESR-2290 Page 16 of 27 TABLE"AXIMUM BASIC WIND SPEED(Mph)°(Continued) 2012 IM.2000 20151BCIIRC and IBCORC,20"ISC8RIC 2012100 Vr en (BnIO"and Speed (UMindSpatlpeedpok Wlntl , V„ 1 PRODUCT mo BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION QN3 FASTENER f FRAME BPACIM6 maw CATEGORY CATEGORY 1MICN. WIDTH TYRO TYPE° (IN) (FT) B C D B C D MIS 14 134 121 190 172 157 nopp No.11 20 14] 190 118 190 IN 153 gunge.1.75 Heroelaenke °/„ 825 Incalolg 2x4 24 40 141 121 111 102 158 146mofing Neil 80 131 118 108 112 150 198 MIS 131 122 111 173 157 143 No.II BUM Nailed 20 131 118 100 173 153 110 HeNMPlenke °/„ 7.25 guage,1.75 Toagh hp 2x4 24 Inch long atlye of plank a0 129 110 102 188 142 131 mofi q He l 80 112 108 ee 157 138 127 0.15 132 119 109 170 151 140 No.11 BUM Nailed 20 132 118 100 In 150 197 HWIePlenk° °/�° 7.5 guaga,1,75 Tkpo qh eny 2 x 4 24 kin ION edge nptank 40 128 108 100 183 19B In mofy Neil 60 119 104 BB 154 196 114 0.15 127 115 100 189 148 135 No.11 BUM NOUN 20 12] 112 101 183 166 132 HeNNPlanke °J,e 8 Wage.1.75 Tamugh mp 2x4 24 inch ON edge n plank a0 122 104 98 157 191 t26 mofi q NNI W 115 100 99 148 128 110 0.15 121 113 102 181 148 132 No.11 BUM Need 20 124 110 130 181 142 129 Ilannasenlle 1/1S 8.25 gua9e,1.75 TalosIh loo nlon9 2x1 24 .10 119 102 91 154 132 122 .iny Nell edge of plank BO 113 9B 01 148 128 117 MIS 116 108 98 150 136 124 No.11 BUM Nailed w 116 103 Be 150 133 121 HanlNPlanke °I„ 9.25wgng k°� edge of plank 10 5 Thmuph lap 2x4 24 112 05 66 144 123 114 anpapNell 60 108 92 05 In 118 110 0-15 114 101 94 140 134 122 No.11 BUM Nalkup 20 114 101 92 118 In 119 Ner0lePlanke °/i° 9.5 guege,1.75 Though by 2x4 24 IS U U.N b 110 94 87 142 121 112 noofn,Nail M,of 80 101 90 - 131 118 - No.a x I Min.N. 0.15 I" 160 137 217 211 1A m.longi Age.a 20 188 156 137 217 2M 17/ HeNNPlenk° °I„ 4 0.375 In. BUM 3117x 18 HD Stated Saeeatl 1.374 W 166 147 128 217 iBD 1B3 0eleraead mass C. screws send tap 180 137 121 217 t71 158 No.8x 1Y, No.No. 0.15 188 IN 137 217 217 177 in.Imp x 2080.xp 188 158 137 217 204 177 Hanlssanke ,/„ 8 riflo n. BU387 x 18 HDD SbbM Soeead 1.375' 40 in 167 In 217 1W 163 wafednM MMM G down Soup 60 IN 137 121 217 177 1% No.8x 144 MIn.No. MIS 180 158 142 217 204 /B9 n.longx 20W'x 20 180 IN 131 217 231 189 HINktPYnke °In 8V, 0.375 In. BUM 3W. 18 HD MMd SoewM 1.375" 40 IN 147 128 217 190 183 xaleSyed MessG eneea Mod 80 158 137 121 204 111 156 ESR-22901 Page 77 0(27 TABLE 4—MAXIMUM BASIC WIND SPEED(noph)'(Contlnu id) M2 IRC,2009 2015 IBCBRC and IBGIRC,2006 RICARC 2012 IBC IBUIvN�dw6piatl' (UWIM st'ffli "n 1 PRDDUCT STUD BUILDING EzrGem EXPOSURE pR (7 DIMEN810N IN. FASTENER FASTENING FRAME CATEGORY CATEGORY THICK. WIDTH TYPE° METHOD' TypE'x BPACWO HEIGHT (IN.) 1".) B C D B C D No.8x 17, Min.No. 0-15 too 152 128 217 198 163 In.Nn9x 20", HNOIeILnke a6e 7111,Of 0.375 M. Blind 1wx 2D 188 147 116 2 190 150 screwed 7 h HD 01i 1.3]5' 16 weMlheatl Mi G 40 188 137 116 217 177 150 °GB1B etw 00 IN 128 110 204 183 142 No.8x Pix Min.No. 0.15 188 147 1t6 217 180 150 in,ong x 20,.. 20 188 13] 116 21] 1]7 150 Hgpy%Nlke '/1° 0 0.375In. BIND 3.6Yx 18 HO ebbed Screwwd 1475' 136 W 158 128 105 204 183 weNPNetl MMe1G °OBm Will 80 147 121 105 1B0 180 138 No.8 x Pp Mn.No. 0.15 10 142 121 V7 I 1B9 I 158 no.0.375I200a.x p IN 137 118 217 1T 150 HenllePlenk° 1/1° 8l/x 0.375 In. slim S82'x t6 watemeed nd tlbbeSvewetl di C 40 158 126 110 201 103 142 Midi °tW BO 117 118 105 190 150 138 No.8x 174 Min.No. 0.15 188 137 116 217 177 160 in. 28 105 217 163 138 912 x 20 P X p 1 HWIe%entre e/° 8 037575 I Mindn. d 3.825- 180 18 9l. HD ebbed ScrMtetl 1.375' W 158 118 105 201 150 138 walerheetl MWIG ¢crane °� 60 137 110 100 177 142 12B No.8 x 1'p Mn.No. 0-15 180 1 118 207° 1A 150 10..1759- mg., p 180 131 110 2W 169 142 HeNlePlnke /�° q 0.3751n. BYN 3,80'2-- 21 weMheed Mehlew G HD nbbed Saewetl C 40 152 121 105 186 156 38 1 B0fB1'a °tu0 80 115 116 100 187 150 129 No.0x 111, Min.No. 0.16 180 137 118 207 17] 150 In.long x 20 Hertlie%entre aIn 6 0.375 In. Blind 3STx 20 100 131 110 20] 109 142 HD robed! Screwed 1375- 24 wekrMed MMeI C- 40 162 121 165 188 158 138 wren¢ Mud! 6o 145 118 100 1B7 150 128 No.8-1'4 Mn.No. 0-15 180 1 116 20] fA 150 In.Nn,- 2062 20 1fi0 131 105 207 189 136 0.376 In. BIIM 3. 'x HeNiePlenk° °/e 8'/. HD dbUetl Strewed 18]65 20 weblheed McIeIG 40 161 121 10.5 199 150 138 °GBNB mw 00 145 116 100 187 150 129 No.8x 114 Min.No. 0.15 160 126 106 TW t63 198 in.76Ix 209e.x p 180 116 to 207 150 129 HMtllefYenke all° T/tar Drib In. Blintl 1.37T 24 7/2 wa nbbetl Screwetl 1475' qp 147 105 89 180 136 115 feTe9tl MWIG errewe °� 60 137 B9 09 1T] 115 116 No.8 x 114 Mn.No. 0.15 180 121 100 207 158 129 150 12B in.long xallind 20x 20 166 116 100 204 HeNkPlenke °/ g 08]5.375 N. mirewetl 3.6 7x 24 wIBMeetl MefelC- H,abed DebScre1.37YS 40 142 105 BB 183 136 116 rewe elutl 80 131 100 BB in 129 115 Ne.8x 1'4 Min.No, 0.15 160 121 100 207 150 129 in.Nn9x 209e.x p IN 116 100 201 150 129 HNtllePlenke °/ler.11 037510.. Blind 3.82'- 24 HO ribbed! screwed 1875 40 142 106 08 10 138 1 115 walerheed MetelG wane °� 60 128 100 89 I 183 128 1 115 ESR-22901 Page 18 of 27 TABLE 4 NIAXIMUM BASIC WIND SPEED(nlph)'(Contlnued) 21112 IRC,2008 20151SCMRC and MWIRC,20081BWIRC 20121BC V (Beek Wlntl Spead, lUwid a MaI9n wide VmI ) PRODUCT $TUD BUIIDINO EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME STUD ACINHallHallCATEGORY CATEGORY PRODUCT TRICK. WIDTH TYPE° METIgD° TYPE'° B C 0 B C D No.8 x 04 Mo.No. 0.15 IN 116 95 201 150 129 In,long x 20 0ax p 147 105 89 180 138 115 0 or 0.375 In. Nm 3.67 x HMdMPWk° °lie 9t/a HD leaned! revn Sctl 1975 u 40 1S1 95 85 IN 123 110 amarhem MetalC- ecrrxs e1W M 121 M 85 IN 115 110 Btl-2iroh 0.15 141 128 116 182 185 IN lane% 9093 inch20 141 124 114 182 IN 147 shank% Blind Neiled 2x4 HeNMPlare °/re 5'M OM2 local Th.9hW waotl 18 40 135 116 107 174 IN In Mad edge dplank clenneer 80 126 111 103 185 143 133 ming n.0 6d-2 min 0.15 126 114 104 189 10 134 Ing X Blind Nath 0.093lI 20 126 111 102 1M 143 132 NNtlbPlenk° '/�e 6.25 CM notI Tlxau9ll by apm 1e 40 121 109 N 1% 193 1N heed etlge of plank denser 50 114 99 92 147 120 119 aid oil 6tl-2 inch 0.13 118 101 95 148 131 129 mg% CMwon, Blind ralliedch N 115 102 99 148 192 120 BIIelletl NeNla%adA 'Ira 1.25 02head The dplP taxa IB /O 110 94 87 142 121 112 head edea of plank diameter 60 104 91 - 131 117 - van nall 84-2lnch 0.15 113 102 83 118 132 120 Ing X 0.093Irch20 113 N 91 148 128 117 BIIM NeseE Nedgeol °he 7.5 sian0.222kX Tlnnugh top sand 16 40 1M 93 85 IN 120 110 heed edge dplank dlenlMer M IN 89 - 132 115 - liglo,nail fid-2laah 0.15 IN PB 90 141 128 116 I.,X 0.083 inch M IN N 87 141 124 112 stuInBlindNaIIM HaNN%eMe °/�e 8 0222kmh Through top keen IB 40 IN 89 - IN 115 - M1eM edge of plank tlid. M 99 85 - 128 110 - Ndn nag W-2lnr 0.15 107 97 88 IN 125 114 long 0.093 konBRM NeOetl 20 107 91 M 1M 121 111 HWISPIRnk° °l,e 325 OM2 � Though toD wy� 18 40 102 M - 1N 114 - heed ache of plank Olenieter M 97 - - 125 ad nei lrcN 0.15 IN N 12B 118 - g% 31rch 20 IN M - 129 114 - nkX Bleck,hlind IM 2x4 NNtlIePIke 2Inon Th�Ph IOP wpd 18 40 M - IN - ad edge of plank nuder 80 BO - - 118 - hall loch 0-05 M 89 - 127 115 - g% 3 oM 20 9B 81 - 12T 112 shank XNM NetlM HMtllePlank° 2li h Thrpgh top t2loxoE 18 w 94 - - 121 - eed Mee dplenk nels, M 89 - - 115 n nail ESR-22901 Page 19 of 27 TABLE/—MAXIMUM BASIC WIND SPEED(mph)'(Continued) M12 IRC,2009 2015 IBCIIRC add IBCBRL,2006 IBC6RC M2 IBC (BUIVMind'Food (VItlnRMgGMi9n mne 44 v� ") PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION N. FASTENER FASTENING FRAME CATEGORY CATEGORY THICK. MOTH TYPE METHOD' TYPE1a SPACING HEIGHT (IN.) IFvI B C D long C D 8lX 0-t5 115 1W 95 14 B 8 134 123 long X 0.093 Inch BIIM Nailed 2x4 20 115 102 93 148 132 120 HemlePlanke 1/1B 5.25 MnkX dip 0,=head 11 adgeanlyle k Road 24 40 110 B4 87 142 121 112 Mad diameter 8D 104 91 - 131 117 amen roll Sd-21nM bn,X 0.15 103 83 - 133 120 - 0.093inch Blind New 20 103 91 HardiaPlenk- 'In 6.25 skencX Throudn top2x1 26 0.2Y2 idwn adds of plank mad 40 99 - - 128 n0e diameter 60 93 - - 120 ami nein W-2 Inch mndX 0-15 W 85 - 41 110 - 0.093 inch BIIM maw 20 B9 121 HamlMlenke It. 7.26 Hank X0.w Ind1 ThnxGM1 top 2x4? d Mad ad"a plank woo 40 90 - - 116 - diameter rid 06 eidin nail 110 - 5d-21ncn Ion9X 0-15 92 - - 119 - - 0 I 2x4 IX Blind Nailed W 92 - - 119 HeNbPlenke 1/1e T5 shan0.222 inch Throupn top 241 head ed9eof Plank "dad b 88 - - 114 - dlsmeta 60 skinn nell - - 6a-2Indh 0-15 89 - 116 long X OM3 inch BIIM Nailed 20 89116 HambHanke '/'a 8 shank Th.,hloa 2x4 24 - - - 0.2221nch eyrie M pbnk eood M 85 - - 110 Med dbmebr idin 80 anein - W-2lrwh bnO X 015 87 - 112 0.093 Inch BIIM Now 2x4 20 57 112 ek HbPlenk- 1/1° an h.kX Tnrou9n 1oP 24 - - 0.222Inch addeof Plenk aaatl 40 M1OM diameter ad sdfiI nail " 0.082- 0-16 163 138 126 100 178 183 shank face nailed 2x6 20 163 13fi 123 19S 174 159 HBNIOPlek@ °l1° an o=HIDX Onou,n plank 18 2.V Had, Drone, aced ,1,nail b tad 125 118 188 181 1R1 00 138 120 112 17a 156 145 0.09? 0.15 143 130 118 103 180 152 ane*X Mce newW 143 128 115 185 189 148 Hantb%enk6 °/1° 9.25 0.222 HD asoe9n plank 2x1 10 2.5'ung ovenep MOOd 40 137 117 108 177 151 139 Dab.�I 80 190 113 105 188 148 138 ESR-22901 Page 20 of 27 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)°(Conaneed) 2012IRC,2UM 20151BOORC and IBCIIRC,M06 IBC/IRC2012100 (Beak Vend Bpxq (O ylind SpaW,n Vr ) Vu ) PRODUCT STUD BUILDING EXPOSURE E%P08URE PRODUCT be ION N. FAnENER FASTENING TYRPEE SPACWO NEiGNT CATEGORY CATEGORY THICK WIOIN (IN.) (FT.) B C 0 B C O 0-15 141 120 116 182 185 IN O.O9T shark ficenailatl n 141 124 113 lu IN 118 HeMlePenk3 °Iw 9.5 022T HD X through plank ,2aoo4E 18 40 135 118 107 174 150 138 2.5•long ev H.p Raw.bell 00 in 111 1N 106 143 133 0.15 123 112 101 IN 144 131 e.N2" hank% face neietl 2x4 20 123 1N B9 159 140 120 Hwtlel lenkO °/w 12 0.22T HD X erollph plank xvnd 18 Its 101 934 152 130 120 2.SIm19 owdep ni,nail 80 112 97 N 144 126 118 &I Ong 0.15 2N 104 18] 2B2 238 218 ah.M box spot nuied 20 209 1]8 183 262 231 210 HwdlaPlaW® °11e 58.25 be11,0.115 Mrough ink 2x4 18 ahantix xond° b 199 188 163 250 214 198 0.260'HD% 2.375L 30 IN 159 148 238 205 191 N Ing 0.15 188 151 137 214 195 171 .bank box spot call) 20 168 118 131 214 180 1T9 Oak,0.113• 2x1 HerdiePlankB °/w 50.25 bank% through peW rood° 21 l 159 1% 128 208 176 163 0.260•HDX 2.37TL BO 151 131 121 10 IN IN 015 151 137 125 IN 171 161 0.09T shank feta neidd 2x4 20 151 133 122 196 172 IN Hen9aPlakl0 °Iw 18.25 022 HD% enough plank ode 18 40 145 124 itb 181 180 14B T bng gaN. ovulap nail SO 137 119 111 in IN 143 0.18 187 170 154 241 219 199 am*GBP• X feu baled 2x4 20 187 IN 151 2/1 213 196 Han eRankB °In Men 0.22-HD X erou9h PlaHi ode 18 2.S bng owdap 40 180 154 142 232 IN IN paN'reY 80 170 147 137 219 190 177 Atacbad 015 207 IN 171 2B1 243 221 No.0 x 1- blind screw to 7115 w4 ipi tivoI by waotl 7110-MP 20 207 183 167 287 238 216 HebePlenkO °/w 5.25 0.375 HO ndge of plank saucfunl lwAetl tN 170 157 257 219 203 ribbed wafer M12 in.on panel per code new a.W caner sheeeln 00 180 183 152 243 210 IN g-* Atedletl 016 183 IN 151 236 214 195 No,8X 1- Wnd acme b71m• wO'bng X .rough tap rood 7/15 WSP 20 133 161 147 238 2N 190 Hutlleflanke °Iw 0.25 0.375 HD edge M blank structural ledrd iT6 150 13B 221 181 179 dbbnd never at 121n.ob penal Par cede 40 head suesP canter sheethin N IN 114 131 214 138 1]3 g only Atlachl 0.15 165 IN 138 213 194 1>8 No,0X 1- blind.. W7115 we"Imx{X through lop rood 7116'WSP 20 165 145 133 213 18T 1]2 HaNIePlenkB 1/1e 7.25 rilbbe 5"nadir eat 12 i.oonnk a pi rel eptler chod nonce a 158 IN 125 201 1]4 181 hill.craw caner ahneeln 9g IN 190 120 1B/ 100 155 0 only ASechl 0.15 IN 138 1L 194 178 180 No.8XL and acuv no1116' N8•bngX through bP wol 7/15 WSP 20 IN 133 121 181 172 158 HeNbPlenk6 °Iw 8.25 0.375•HO ndge of plank sin.lunl a0edwtl "bend wider at 121n.on Well yarottle a 144 123 114 188 159 147 hand anew/' center ahaadnin g mlr 9g I 138 I 118 110 118 152 142 ESR-22901 Page 27 of 27 TABLE 4—MAXIMUM BASIC WINO SPEED(Mph)'(Continued) 2012112009 2015 ISCARC and IOURC,MON Hil RC W12IBC (Beek Wind Bpeal Mandate Design Yr n. I Wind SepaM, PRODUCT Y� PRODUCT DIMENSION IL FASTENER FASTENING FRAME STUD BUILDING EXP09URE EXPOSURE TYPE METHOD' TYPEa SPACING HEIOMT CATEGORY CATEGORY TNICK. WIDTH IIN.I (FT.) B C D B C D Attacked! 615 13B 128 t14 179 183 No.8 X 1- blind tcrow to 7/18' 10 x through top anod HerdicPhok0 °/�e On 03]5 MD edge Ml Plank poo ]1.1ned! 20 138 122 112 1]9 158 146 dbbad IYaI.I ill 12In.can panel wool. 0 133 114 105 172 147 136 baked acuwp motor eh.MNn g only 80 128 108 101 10 141 130 O.M. Wind loan ftelhad 16• 0.15 idb 132 110 187 in 155 Wank.. through lop e'dod 711W MP HeNIeP4nkB °/e 0. "sa 26 1.6.long edge of plank anuc(ural a had 145 128 11] 18) 185 1fi1 do n.11' dent., sileaMln at 8 in.on pared per code 40 138 118 110 179 1% 142 nelP 9only 80 132 114 108 1TO 147 137 O.M. bllM bell tache 0.15 168 150 137 214 194 177 thank% thro hto wood ]116-WSP In 711W HeNHPIeMrO '/,e 0.215'HO% n 20 188 146 139 214 1S8 172 �� 1.5•kng eat 1n.Plank epanaI l attached dngehank al ante, eMadan px wtle 40 199 138 126 205 178 181 neiP mn gouty 60 150 130 121 191 1% 158 0.081• ABaMad 0.15 100 91 - shark, Fem Naffed to 7116' HardlePladea 9w a9'/t 0.221'H0, through the 'W� 7/16'WSP 20 100 a8 1.5•long Deed.cat 12' ekuptoMl etisco ed dog Munk . . Pi per bond M 98 e par 9only 60 91 - 11) 0.09r 0.15 184 16] 152 238 216 196 eheMx bknd bell ANmlap % 20 1% 1f9t 82 148 29B 200 re 5.25 0226 NDX through tap 2X4 i(I 2.25'Will eggeofplane Wood' 40 177 151 140 71B 185 161 new,Nap 80 167 10.5 135 218 18) 1]4 0.09r 0.15 135 122 111 174 1 I 143 shank Mind nail 2X/ 20 135 118 108 174 1% 138 Artieen®Ldp If. 7.25 0.225-HDX through lop 18 2.21l larg edge of pank Waotl' 40 129 111 102 167 143 132 geN.Nell 60 122 106 98 158 197 127 O.O9T 0.15 11) 106 88 151 19) 120 ehankX blind net 20 117 103 % 161 199 121 ANterellap % 8.25 0.226'HDX through tap 18 2.25'kn, edgeotpknk Waad' 40 112 86 BB 145 124 114 ON.Nell 80 108 82 Bfi 13) 119 110 0.092' 0.15 132 118 109 t7t1 1% 141 them% IY4lg nail 20 132 118 108 1]0 150 131 Ante"Lep % 5.25 OUT HO through top Wood, L 2.25-lore e0geafplank q0 126 108 100 183 138 128 geN.bell an 118 104 98 1% 191 124 0.097 0.15 89 90 - 128 116 - .hankx blind mg 20 00 87 - 128 112 Mean,Lep °le 7.25 0.225•HUX throughkq Wim' m - 225.Ion, edge d plank 40 95 - - 123 - gank.bell 80 80 118 OA9r 0.15 0 - - 114 - MenkX Mind nail 20 BB 114 ArlYuill % 835 0.225•HDX through lop W,�r 24 - - - 2.n-long adgeddank 40 - - Ili net ESR-2290 Page 22 of 27 TABLE"MIMUM BASIC WIND SPEED(mph)s(Contlnued) N12 IRC,2009 20151BC1IRC and BGIRC,An IBURC N12 IBC (Bask Wed (V�neteDesign Va ) yw 1,loe PRODUCT STUD BUILgNO EXP08URE UP RE PRODUCT DIMENSION IN. P TPEER MEWING mmoo TIPEE SPACING HMKT CATEGORY CATEGORY THICK. WBTIt IIx.1 IP'F.1 a c D B c D Min.No. 016 let 184 149 231 212 192 hors 1- 20 ga.x 518'lorg X blind anew 3.82•x 20 101 158 148 234 206 100 ANaen9Lap °/e 5'26 dbbatlbuD etlpeoplank 1.3]5• 18 40 174 148 137 225 191 1n meati Msfal G eNtl BO 1B4 142 132 212 183 170 Mn.No. 0.16 157 142 128 103 183 187 No.8 X 1- En krg X Wind screw 20 pa.x p 167 13B 128 203 t78 183 ArisenDlap "Is 7.25 0.323•HD through top 1.375• 16 dbbetl W910 edge op'ank Melee W 150 1T0 119 191 185 154 head screw atud SG 142 123 114 103 169 147 Min.No. 0-15 149 135 123 192 174 158 No.BX 1-.327 HD 362•x 5baMae.. 20 blind screw 149 131 12e 192 169 155 MlesrrB Lep °la 8.26 18 dosed bugb edge on plank 1.375' 40 143 122 113 185 15B 146 heap ewvx MettalC- aWd SO 135 117 109 174 131 141 No.8 X 1- Min.N. 0.16 1S0 189 148 232 210 191 whorgX Words. 3087'x 20 180 158 ids 232 204 18] ANera,!Rup It. 5.25 0.327 HD enough top 1.375 24 ribbed WON edge of plank McY1 G 40 1]T 147 138 222 190 178 head xrew etud SO 183 141 131 210 182 188 No.BX1- Min.No. 0.15 1" 190 118 188 1N 152 NB•kngX blind eaew 20 36Yx TO 144 12] 118 188 184 i50 AWIsriB Lap °Is ].25 0.323'HD MrwgM1 lap 1.375' T4 model bugle edBaotpbnk Mande M 130 118 to 178 162 141 baked anew eWd e0 130 113 105 188 140 138 No.B X lI MIn.No. 0-15 132 118 10B 170 161 in 5/8'brgX bllntl screwBYx 20 132 118 106 170 160 137 AMsariB LeP °le 8.26 0.323•HD tlxouph WP 1.37W dbdig Wga edpondank 61ekIG 40 128 108 100 183 13B 128 heeLacsew efts 80 119 184 96 154 131 124 For SL 1 inch=TSA mm.1 foo=305 mm.1 mph=0.44 Ms. 'Vaasa are krapecbn ewcotl having a spaded gmfty of 042 or greater,cubs-otherwise noted 2Face=Fastened!through the ovedapping plank.Blind=Faeened thmugh the tap edge of single Plank. 'Wind speed dead,assumptions par Section 304,Mehod 2,of MCE 7-10:1=1.0,Kat=1,Kd=0.05.GOe=0.18.GC,=.1 A. tTBF pin fadarore have knutled shanks. °Fastener length sw W sufecbnt W penebete beck side of the minimum 7118'WSP sheathing by at least''/V kr nails or 3 NII threads kr LWewa. °Valuesere Nr-Pedesawondhavingaape Pcgravityof0.50orgma, Vaua-are for spxator of wood having a specMc gravity of 0.40 orgreaer. °Meal ends must W minimum Fy=331 W. nominal design no apeatl. 10Vu=u8lma s ceagn wind speed. 'Wlntl speed design easumphs.par Section W.A.orASCE 7-10:Kd•1,Kd=0.05,GCpi=0.18,GCp=.1.4. 2015 and 201218C Section 1609.3.1,Ede 16-33, V. V,s d06 ESR-2290 1 PB a 29 01.27 TABLE S-(V 100 MPH;V.129 MPH)$ ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM COO CONCRETE MASONRY UNIT WALL'S"" Building 1e'14-Inch wide 7% i7'/zlnchwMs 8-88`1,,4n&xvlda g/e. Haight peat) ' 8 g'y-Inch colds Ezposun Exposurs Fxpssure Ex un Pae B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 Al 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 79 24 20 9 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 79 24 20 1) 24 18 15 60 24 24 22 24 22 19 24 79 77 23 17 15 For 91:Hoch=25.4 mm,1 fact=305 Par,1 mph=0.44 We 1HerdiaPleake Shp Saint t om mus M ETBF Fastening Systems,Inc.ETBF Nark Neil(ET d F No.ASM-0H-125,new di.n ,, 0.30 In.,Shank diameter.=0.144 m,,target=1.25.1..long).Max System Nark Nail(CP-C 032 WAICC,Mad dlemetw.=0.30 h.,Shark channel=0.145 in.,Wright=1.3 h.), Aeroemlh SurePh block mak lived! etw dlam =0.30 in.,Shank diameter=0.1441x,length-1.25 in.).orJaeco Nell Pm(Noll head diameter-on it., shank demand=0.145 in.,length=1.25 in.). imeene Lep Slerg fasten..must M ETSF Feetemn9 Systema,Inc ETBF bech,Nail IET B F No.PSM-1441 W,head diameter.=0.,In., shank diameter.-0.145 in.,length=1.5an.long),Max System block Nell(i030 V✓1-ICC,Mad diameter..0,W in.,Shenk diameter.=0.145 in., length=1.5In.),gemnm0h Sul block Net(head diameter=0,30 In.,shank dlameer-0.1"in.,length=1.5 th),or Janco Nell Pro(NP1450 Maxi diameter=0.30 in,shank diameter-0.145 in.,(engin=1.6ln.l.'Maximum nombet design with Speed(V�)Shell M 100 mph.Maximum fail design send $peed(V,o shalt M 129 mph. INerpoletlan OtSncthg to address building height and other plank wMthe Is permaked. Slhe lap conceals the heteners of she previus course(BArd Nelled). TABLE 6-(V 110 MPH;Vv.142 MPH)$ ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM COO CONCRETE MASONRY UNIT WALL'"A$ Building 1074nch will 7'/x-87'/a4nch wide 8-S 8'/44nch wil 9Y4-89'/a4nph wide Height(fee) Exposure Exposure Exposure, Ezposun B C D B C D BIC D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 1 20 1 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 /6 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 Far 91:1 lack=25.4 in ,1 Sooty We mm,i mph=0.44 ad, rHartliePlanke Lep Sidi,Stene.must M ETSF Fastening Syaems,Inc.ETBF Nock Nell(L70 F No.ASM-144125,Med cliental=0.301..,Shank diameter.=0.1"In.,length=1.2SIn.long),Max System Nark Nell(CPL 832 Wi-ICC.Mad diameter.-0.30In..Shenk demetw.=0.10 in.,length a 1.3 h.), Aerosmlh SO.R.block nil(Mad diameter=0.30 In.,shank diameter=0.1441..,length=1.25In.),or Jeaco Nell Pro(NP145S head diameter a 0.30 in., sbankglemaw=0.145 in.,length=1,25 in.). Ortievi Lop ' bO HI� ar.1ad diameter.=OXf in.,shaft iameter.=0.1N length-154P..ki M.Syamick N.11 lCleC 838 WCMad diameter. tn.,Sol diameter.=0.145 h.,Wrg0t=1.5In.), Aemsmith SuWlid Ni Nall dread diameter=0.30In.,Shenk diimeter=0.10 h.,length=1.5 in.),W Janco Nell Pro(NP145S Mad diameter=0.30 In.,Shenk diameter=0.10 n.,teyth=l.5In.). 'Mvimum nominal deign sand Speed(V•w)shell M 110 mph Maximum ul ate design wind speed(Vw.hal M 142 mph. 'Imerpolaion m address Wilding Might and offer plank epos a penmaed. time lap conceals the fasteners of me previous course(Blind Nelled). TABLE 7--(V..120 MPH;Vua 155 MPH)' ALLOWABLE FASTENER SPACING ON.) JAMES HARDIE LAP SIDING FASTENED TO ASTM COO CONCRETE MASONRY UNIT WALL" Building 11 wide 7'14-87'/a4nch wide8.88'!4-latch wide 9'14-59'/a-Inch wide Height(fend) peon Exposure Exposure Fxposun B C D B T1715 B C D BIC C 0-15 24 23 19 24 21 18 15 79 16 13 W 24 22 18 24 21 17 14 19 15 12 SO u 20 17 24 21 15 13 11 14 1240 24 19 18 22 20 14 12 18 13 11SO 24 18 16 21 18 14 12 /7 12 1180 23 i] 15 20 18 13 11 18 12 10 For 81:1 Inch=254mm,1k -305 mm,1-mph=O.Mtele. �HambPenke Lep Siding faaterem most be ETBF Faeenlde Systema,Inc.ETV Will Nag(ET 5 F No.ASM-144125,head diameters=0.30 in.,shank diameter.=0.1"in.length=1.254..long),Max System block Will(CP43832 W7-ICC,heed diameter.=0.30 m,shank diameter.=0.15 in.,IangtP-1.3In.). AwosM10 Sudef4n blcok nag(head diameter=0.30In.,shank dlemaa=0.1441..,leyth=In in.),or Jaeoo Net Pro(NP1455 head diameter a 0.30 h., shank diameter=0.145In.,length=1.25 in.). mers st ars= 6innunaxlering mNail E . 144-150, M1anchannel eftink Max$AWNNell(CPL8WWaChad densities. nkahmetei=0.145In.bngth=1SF.), shank,diame ter=0.145 in,argon-ad G5 in.).'Maximum nominal shank idesil n elMl44 apelad IV.))Mail M 1 1.5 10 mph.Madimum Or Jaind,Net uMmlae deign dxmE speed(V„ei 0.30 l atoll M 155 mph. 'Instrpdetlan 0 add,.Wilding height and Other Plank vMths is pamenno. 'The top conceals the teens.Of the Wn4WS course(Blind Nellsd). ESR-22901 Page 24 of 27 TABLE 8-4 Vine 130 MPH;Vas 188 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C80 CONCRETE MASONRY UNIT WALL''''x�" Building M/finch wide 71-67/,inch wide 8-68/.-Inch colds 911-691 finch wee Height Exposure Exposure Exposufa Exposure 12n C D B C D 8 C D B C D 0.15 20 18 21 17 14 78 15 12 18 14 11 20 18 15 21 18 73 18 14 12 76 13 11 30 17 14 21 15 12 18 73 11 18 12 10 40 18 71 19 id 12 77 12 11 15 11 8 50 15- 13 18 13 11 16 12 10 14 11 9 60 15 13 i7 13 11 15 11 10 13 10 9' For 61:1 Inch=25.4 man.t loot=305 mm,t mph=0.44 Ms. Nandial lank*Lap Siding listeners moat M ET&F Fastening Sptems,Inc ET&F block Ned(ET&F Na.ASM-144125,heed dia.=0.30 it ,shank dia. In,length=125-In.king),Max Synbm block Ned(CP-C 032 VI head diameter.=0.30 in.,shank diameter.=0.145 in.,length•1.3 in.),Micameth as SurePin block nail(hd diameter=0.3)in.,shank diameter=0.144 in.,length=125 m),or Jaaco Nall Pro(NP145S Mad diameter=0.30 in.,shank diameter 2Ad=0.145&a.,length=1.25 in.). san Lap Siding f ntenere must M ET&F Fastening Systeme,Inc ETV black Nell(ET&F No.ASM-144-150,Mad diameter.=0.W In..shank diameter.=0.145 in.,a ngd1=1.5m.long),Max System block Nell(CP-C 030 W]-ICC,heed diameter.=0.30 in.,shank diameter.=0.146 or.Length=1.5 in.), Amoral SaraPin bock Neil(head diameter=0.30 in.,shank diameter=0.144 in,length=1.5 in.),oJeem Nail Pro(NP145S hand diameter=0,30 in.,shank cinnabar=0.1451..,length=1.5 in.). 'Maximum nominal desgn send speed shell M 130 mph.Maximum ulumate deli v4M speed(Von ahall M 108 mph. 'Interpolation to address MllCing height and open,plank adi is panmaed. 'The lap concede Me astaners of IM preNoua course(Blind Nailed). TABLE"V,..140 MPH;Vs.181 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL".. Building 16'/,Inch wide fix-6T'/,Inch wide b68%4nch wide 9'1,&9'la4nch wide Height(Mt) Exposure Exposure Existed Exposure e C D e CID B C D B C D 0.15 21 17 14 18 15 12 16 13 11 id 12 10 20 21 i6 13 18 14 12 76 12 70 14 11 9 30 21 15 12 18 13 11 18 11 10 14 10 9 40 19 14 12 78 12 10 15 11 9 13 9 8 50 18 13 77 75 11 10 14 10 9 12 8 8 60 17 13 it 15 11 10 13 10 9 12 9 8 For 44:1 ken=254 mm,1 feat=305 nm,1 mph=0.44 mla. 'HerdiePlanks Lep Siding fosterers mud M ET&F Fmtenin,Systema,Inc.ET&F black Nall(ET&F No.ASM-14445,Mad diameter.•0.30 In.,shank dlametsc=0.144M angel=1.25�ln.long),Max System block Nell(CPC 832 W7-IOC,heetl termal=0.30In.,shank damdar =0.15In..length=1.3 In.), Ae demith SurePin block nail(head diameter=0.30 in.,shank diameter=0A44 in.,length=1.25 in.),or Jeaco Nml Pro JNP145S head diameter=0.301.., shank diameter=0.145 in.,length=1.25In.), 2Misari Lap Sung terminals must be ET&F Fastening Systems,Inc,ET&F block Nail(ET&F No.ASM-144-1 W,head diameter.=0,30 In.,shank diameter,=0A451n.,length=l5-In.tong),Max System Wick Nail(CPC 830 WI-IOC,Matl diameter.=0.301n.,shank diameter.=0.145In.,larglh=1.5 arty A ncispi Sure%m block Neil(head diameter=0.301..,shank diameter=0.10In.,length-IS In.),or Jaao Nall Pro(NP1459 Mad diameter=0.30 In.,shank diameter=0.145 in.,sed=1.5 int.Mvkeun nominal design wind speed sell be 140 mph,Maximum ultimate design wind speed(Vmt shell M 181 mph. 'Interpolation b address building hegM and WM,plank went Is permitted. '!he lap coned,Ne fasteners of Me preAeus course(Blind Nailed). TABLE 10--(V.w 150 MPH;V„a 199 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''`''" Building 41s4nch wide 7'/x-67'/,inch asiG 8-88'Ix-Inch witle 9'/x-89'le-Inch colds Height(fixed) Exposure Ezposun Exposun fq97 B C D. B CID B C D !12 0.15 i6 16 12 16 13 11 11 11 9 20 18 14 12 16 12 10 14 11 8 30 16 13 11 18 11 9 14 10 6 40 16 12 10 14 10 9 13 9 a 50 15 12 10 13 10 9 12 9 8 60 15 11 10 13 10 8 11 8 7 Fa M:1 ire=25.4 mm,1 tial=305 mm,1 mph=0.44 Ms. mHardlePlank'Lap Siding le tdI mud M ET&F Fastening Boston,Ina ET&F bark Nall(ET&F No.ASM-144.125 head diameter,•0.m In.,shank disco der.=0.144in.,IwgN-1.25-in.bg),Mex System block N.H(CPC 832 W]-ICC,Med de.=0.30 in.,shank dies 0.1451n.,Ie gm=1.31n.),Aer SurePin Nock nail(head diameter=0.30 in.,shank diameter=0,10 in..length=1.25In.),or Janco Neil Pm(NP14SS head dander=0 W In.,sMM diameter =0.145 in_tengm='1.25 in.). 'Mise.°Lep Siding fareamers mud M ET&F Fastening Systeme,mc.ET&F Wok Neil(ET&F No.sElWi44-150,Mad dieneter.-0.30In.,am* diameter.=0.144 in,length=1.5-in.king),Max Sptent beck Nail(CPC 830 W)-ICC,Matl deme..=0.30 a.,shank diameter,=0.145 n,length=1S a.), Aeroemlih SurePin block Nell(Mad diameter=0.30 in,slonk do meter=0.144 In.,length=151..),or Janco Nagesm NPI 45S Mad diameter=0301..,shank diameter=0.145 Is,lent(.=1.5 a.). =Maximum nominal desgn wild speed shall M 150 mph.Maximum uhimde design wind spear(Van stall M 194 mph. 4interpolation to address building Insight and oder plank whams 4 PennWed 'The lap conceals the testends if the uniou.rosiness(Blind Nailed). ESR-3290 1 Page 25 of 27 TABLE 11—ALLOWABLE BASIC WIND SPEEDS(mph)FOR HARDIESHINGLE"(NEW HARDIESHINGLE"') INDIVIDUAL SHINGLE EXTERIOR WALL FINISH SOfz IBC,]WSIBGMC,sign 30'a IM BC.M g1SIBC IBxIC VlMC1tt IMI WlM Bpmq wr9,vr"'1 vi BMFInM TWO BIQMFUWmr TYM WeMnrundanmM B ICInO FmbmrLar+llan B C B C BlwnmFoaun -15 IID i10 16S 1 3rronrq nlYB Ypwhom 20 IN IGS 10J 138 an,as 40 $It 05 IB3 to m 120 BB IBS 115 ]YM m{eeun 0.16 1$8 1M 1 tBi $roAYlp mlb BinMec hom m 130 131 10J 166 MFlmun°ralrwnNM Mn.G.RI in,"Iz WX BBD. W 140 110 10] 14 p'M^cG avnpaln]x11n pCC oJ)fmXD.l'r.ln.boy @3 136 105 163 149 m1-A OaMMm roByybtltroafip elrcn aspaaure 615 1X 120 193 103 2mc8renmie7mcn..lmn A 1 130 163 1m b,.. a 40 120 121 IN 150 e0 Ize 110 103 IN Sircne.ymun 0.15 I3B 148 191 I 2-1,lane..ft. p 129 130 tBt 1W 6UXpm b 138 121 189 158 W 1'18 118 103 IN 1%SL I Iw1=gas mm,1 IM=gan nlm.1 ash=0M Ma IV- rrinn tleepn as',Jsbns pm 9BUyn as,di 2,IXg6CE)-05;1=10,KG=1.KE=086.OCp1=019.GCp 'V,,.=rominel tl..X}I wintl apeM. Y„=wgmele Geelgn.,be agmen 'VIInspeetl ea.lpn S mpm$mSrcISGA,NgSCE AtG'.I(EI•L K9=006,GCp1=0.18,GCp=-10. 5 $01Sntl 2G1$IBC SGnwQ1SNon l 1808.3.1,Epn.I6.V, Vy=Y..aO TABLE 12—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLE..(NEW HARDIESHINGLE"') INDIVIDUAL SHINGLE EXTERIOR WALL FINISH N121Bq and IBCGB650in m1819CGBCSn02MS aC III NIBIn.b Om1MI i,moss.VI 9n W8N 9pM, WUM..Er r19 HOIBMN E. EO 811OOM4q ryp No.FOOm"Or Ingrid, F.ebner Lo.WOn BpWnlp B C a C B lncnegaOum 0-05 tM N 183 116 nS1481ntllu hmm ad t2a 80 1W 113 2 melnp pmg� 40 IN 85 1J9 110 W 1W A ]iI s7n, 615 148 IN 1N 138 2dan01ndsa ncnee hpm m 1A IN 1W IN Mlnimun'Ire lnM lniI OSB Mn.GG91 N.eMna. huX eppa 4Y 121 ffi 158 123 "II r-IIMO lry MM 0]$1 in.XG x 1 In king 80 110 a IN 116 WC S2-g5 noel maYlnnl swing fiincn eygaure 615 138 119 1 150 m Nall 3skin 20 120 110 IN 143 preib]FtlN.M1gn dg 129 105 199 1J8 OuneGgS W 1M B6 1N 129 S ln.apaOuro 615 IM 110 109 1. add,ails a OMeB 1. 20 130 110 189 142 yG IO 128 105 184 198 80 1M 05 103 123 Fw81:t kal=305 mm,I IML26.4 mm,t mgL O.N mt. sil euM1lemlPuaind ii apv SectlmeS.MOMd 2.Ng5CE)-OSI=tO,KL•1.Ktl=055,GCq•0.1B,GCp•-t A. 15mI4n Mna.pene. Y„=un3nam aangn wlna mese. why.w 2 aeepn SetInn av px SetlYm A4, 1,s-1).10:1{tl.t.XE=085.GCp•0.10,Gcp`-1.4. 3016M62G121BC$Mian 18093.i,Fqn.t&Sl, V„a=VI TABLE I�ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLETM(NEW HARDIESHINGLE"') INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 wC.NIN..Rc.A09 AIS I9GBC and 20120C IBGIBC IGMInnY OO.IW W1M9gN, (BYI.WIM 9pr4 Vej q°I Vn') MN unC AxYYIIIB TYPo Ming FmbMTYW WMMw E1«:n.M AFMI.I BWIanO a C r.0 B C B Incoe w"I 615 110 110 150 150 J IWYbr MIng Yn Ae..'Man8ln. A 110 11a 143 142 loci rail.lman'npl.s 9In.MyaM ew 1W IA n. tOp 138 hexer. bcnm hom dlpeepn W 96 10 123 In ]'mTe,nne 618 120 to 109 183 23 in 0,01 ln.nNnX. 3anil.wr..,asB—.,MSn a Im A III 1N IN 166 MFMum'/ISIM,Mkk pBB . 2ryis kir dwngbn 8 in.IBee OM 0 110 110 142 142 rM1ml DIX.,"a 2-% MM GIIIIn.NGw11/al s Mg nwre[Bindv lmm tln eG nei11 eWlnp 90 1. 109 163 190 OCCa32d6 ncelon wll 6irlcn enponun 615 to to 18J 183 3 nolle lm nnlnplee prminr lnnn Bln. 1 1A 163 I99 Mtln$news wr nn't,8 m,wan nM 40 IA fA 183 163 -mmmentle s.1. 00 ut I1 158 166 5 ncneryoaur. a 0.15 to 1 B Ip 10] 3”"a MirgW peelnrinen Bln. 2D to 128 1B] 18J wMle.2 nell.brOnlnples9 T.Nbnvqi 4O 1 1M 1A 103 1&1, mmeer..lntllu Lom In an 11 121 las IW Fa 3I1 NM=905 mm,t IIT=254 mm,f m[6=OM mM 'WM WM Eeegn amumppane px SecSM 0.5,MWpl2,Ng3CE]-05:1-10,IG1=1,K6=G.bB GCp•G.1B GCp'-1A. V—-1rMn.1 woman x85.. Itlmab Mag"and.,wand WlMaleMaIII e%umptlonO Nr Secam 394,NgBCE]-1G Kp=1.K6=0 N GCp=al ,GCp=-14, 'A15 aM 2013IBC Sawwn 1808.3.1,Eyn.I., VN=Y,II� ESccPIA UATION11R111r Most Widely Accepted and Trusted La ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2018 This report is subject to renewal March 2020. w .lcc-es.om 1 (800)423-6587 1 (562)699-0643 A Subsidiary of the International Code Council® DIVISION:06 00 00—WOOD,PLASTICS AND COMPOSITES Section: 0616 00--Sheathing DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS,INC. 10901 ELM AVENUE FONTANA,CALIFORNIA 92337 (800)942-7343 www iamsshardie.com InfoMameshardie.eom EVALUATION SUBJECT: HARDIESHINGLE'*(NEW HARDIESHINGLE*)PANELS,HARDIEPLANK T*LAP SIDING,ARTISAN°LAP SIDING,AND HARDIESHINGLETM(NEW HARDIESHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement Is to indicate that HARDIESHINGLE"' (NEW HARDIESHINGLE*) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN° LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE INDIVIDUAL SHINGLES, recognized in ICC-ES master evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 California Building Code(CBC) • 2016 California Residential Code*(CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLETM (NEW HARDIESHINGLE*) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN* LAP SIDING, and HARDIESHINGLETM (NEW HARDIESHINGLE INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 international Building Code* (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17,and 17A,as applicable. The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Seventy Zone within State Responsibllft%Areas or any Wildland-Urban Interface Area requires installation in accordance with the 2015 International Building Code (IBC)provisions of the master report and the additional requirements of CBC Sections 701A.3,704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLETM (NEW HARDIESHINGLE PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLE"' (NEW HARDIESHINGLE INDIVIDUAL SHINGLES,described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290,comply with CRC Chapter 7,provided the design and installation are In accordance with the 2015 International Residential Code*(IRC)provisions noted in the master report. ICC-FS Ewluvlon Repan.,are nwro De rovm,edw rryresennn8a"+rFniu orrvryorbamiWre,norapechcorlY addressed,,,ar vee ow'.&—n.ved an Monenmt of(M1e su6jret afeM1e rsgrt wareoommendo6on(w iU we.ThereUno wmronN try lCC EmluaHan Srm'cr.LLC aWw ar lmylied.ae meyfums�rane.mmie.m rw.e�e a e.m a„yE.odm+ca .d Mme.epn g� Copy�ph1020101CC EvelueGon SeMu,LLC. RII�iphb reserves. PaP ffi M 37 ESR-2290 I Most Mdely Accepted and Trusted Page 27 of,27 The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wldland—Urban Interface Area requires installation in accordance with the 2015 International Residential Codee (IRC) provisions of the master report and the additional requirements of CRC Sections R337.1.3.1 and R337.7,as applicable. The products recognized in this supplement have not been evaluated for compliance with the International 1111diand—Urban Interface Codes. This supplement expires concurrently with the master report, reissued March 2018. Fgawa M NT" CQ 49F ' ' AccA6olyEo ltAOeprJafa$,aK. July 30, 2017 Pingshengmplian e OFFICE COPY Product Compliance Engineer �+ James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng. After review of the 2017 F8C, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC: 1. Wood:AWC NDS-20158 SDMS-2015 2. structural Loads.ASCE/SEI-7-10 3. Concrete.ACE-318-14 4. Masonry:TMS402-2016rAC1530-13rASCE-5-13 5. structural Steal.AISC 360-10(Including manual of steal construction 2010(14e edition)) 6. Cold-fomietl Steel: AISI 10612 7. Aluminum:ADW1-2015 In addition, I am making the following Statement of Independence as requested: 1. Ronald Ogawatices not have not does it intend to acquire or will a acquire any financial interest in any company manufacturing or contributing products for which evaluations are issued 2. Ronald Ogawa is not ownea,operated or controlled by any cornpany manufacturing or distributing products it eveluates or inspect. 3. Ronald Ogawa Inc does not have,nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being issued 4. Ronald Ogawa tices not have,nor will it acquire a financial interest in any other entity involved in the approval process of the product Should you have any questions on anything, please contact me. rel SinceC %11y1221+nQ\OGAWq _ Ronald I. Ogawa, P. RI Ogawa&Associates, Inc. ; 41 . )AS Laboratory Approval, TL 360 �r IAS Quality Control Agency.AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity 'fir p 11T I State of Florida Approved Validator and Third Parry Quality ConVol Agency ,_"r�F .. .. (714)292-2602 SSIONA 1 ronOriocawa.wm CC: Roger Ogawa- RI Ogawa &Associates. Inc. Karen Ogawa- RI Ogawa & Associates, Inc. Lab Addol 1985 Sampson Avenue.Corona,CA 92879 a Phone(714)321-4939•Fax(714)90&1815• E nail: rat i pm Mailiig Address:16035 Pgomiuin 9.1413.MUMhgIM Beeth.CA 92649�PhMM(702)181 J710�Fax(714)908-1815�E-mein.�gy��acan Engineeng 9 Quality Correct•Product Devebpment•Inspecgom•Code Consulting•Exped Witness•Testing MIAMSMA-DE MMUM-BADE COUNTYPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(FFR) It 805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DrMION Miami.Fiords,33175-2474 NOTICE OF ACCEPTANCE (NOA) T(786www)3ta-25 m F'a a e.voyi econo 99 my James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section On Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU` may immediately revoke, modify, or suspend the use of such product or material within thevjurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cent"and "Prevall"Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.PNL,PLK&SOFF,titled"HardiePanel,CemPanel,Prevail Panel;HardiePlank,CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel; Installation Details Wood/Metal Stud Construction",sheets 1 through 12 of 12,dated 0424/2013,prepared by the manufacturer,signed and sealed by Ronald I.Ogawa,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Miasile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,Plant City,Florida,and the following statements:"ASTM C 1186 Type A compliant"and"Miami-Dade County Product Control Approved"is to be located on each siding plank or panel and per PBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse ofthis NOA as an endorsement of any product, for sales,advertising or soy other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA reams NOA k 15-0122.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. esnm.naoa corarrr NOA No. 17-0406.06 Expiration Date:May 1,2022 Approval Date:May 4,2017 *It-i712017 Page 1 James Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0311.07' 1. Drawing No.PNL,PLK& SOFF,titled"HardiePanel,CemPanel, Prevail Panel; HardiePlank,CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12,dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07' 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361CO"04, dated 08/24/2012,with revision I dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Teat Date Signature 2. ATI-16423-1 PA 202&203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202&203 03/18/96 A.N.Reeves P.E. 4. ATI 16423-3 PA 202&203 03/18/96 A.N.Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS Submitted under NOA #I5-0122.04" 1. Statement letter of code conformance to the 5th edition(2014)FBC issued by Ronald 1. Ogawa&Associates, Inc., dated 10/26/2014,signed and sealed by Ronald 1. Ogawa,P.E. 04two? 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