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380 11th St RES20-0351 Permit Packet
OWNER:ADDRESS:CITY:STATE:ZIP: WOOD THOMAS C 380 11TH ST ATLANTIC BEACH FL 32233-5532 COMPANY:ADDRESS:CITY:STATE:ZIP: Golas Construction LLC 6318 Autlan DR JACKSONVILLE FL 32210 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170090 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 380 11TH ST RESIDENTIAL SIDING HARDIE BOARD SHAKE AND LAP $26300.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $185.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $92.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.91 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.28 TOTAL: $335.69 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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. 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 1/8/2021 PERMIT NUMBER RES20-0351 ISSUED: 1/8/2021 EXPIRES: 7/7/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 1/8/2021 PERMIT NUMBER RES20-0351 ISSUED: 1/8/2021 EXPIRES: 7/7/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $335.69 RES20-0351 Address: 380 11TH ST APN: 170090 0000 $335.69 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $185.00 BUILDING PERMIT 455-0000-322-1000 0 $185.00 BUILDING PLAN REVIEW $92.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $92.50 STATE SURCHARGES $8.19 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.91 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.28 TOTAL FEES PAID BY RECEIPT: R14538 $335.69 Printed: Friday, January 8, 2021 8:59 AM Date Paid: Friday, January 08, 2021 Paid By: Golas Construction LLC Pay Method: CREDIT CARD 411729438 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14538 ~+; CENTRALSQUARE Updated 1~9118 Bu il ding Pe rmit Appl icat ion ~ ~JU4.- 0ty of Atlantic Beacti B.Jilding ~partment ~ .. N..LIN~ATICN 800 feminole R,ad, Atlantic Beach, R... 32233 HIG IUGITTD IN (FAY Alo ne: (904) 247-5826 8nail: BJ1 ld1 no-~P t -JJab us ISR:OUIFID. -bb /lodreg; J &O I/ TH .5J_ I A Jllf,/[/ C 8£ACH I f(ftrm,t Number R E..S 2 0 -6 5S I WJal Ceocnpt,on .f:6j /6 -2,5---2 !3E dT/lr~TIC OfACH UIG4E!/2 l//fi:Jt1q auc 13 Valuation ofWork(~acement Q)g)$2.G'.3 oo O Heated/Cooled s:: 25.? I Non-Heated/Cooled 287:? DJ OassofWork. □New .J /ldd1t1on .J.AJterat1on ar 1Move cl Oemo LJ Fbol ::JWindow/D'.:lor Q Use of exisIng/propose:l struct ll e(s) OCbmmera a ~dent,al [J If an exIsIng structure. Is a fire sprinkler system instaled?-L Yes "iNo r.J Will tr removed in a:a:>aat1on wit [s:nbe in detail the type of-work to be perform HAU>IE B0.4£.~ 5/.tfrJG 1tJ.57/tliA7ro,-J ;,Jaub/fl/(? Hlt5{ I)) f . Ror1da Rodud Approval # _____H_ __ '--'~----------for multiple products use product approval form A-operty ONner Information ~::.1t)f1Jt;fl1/:~, ... E& ':t3l:ff:j171/42,~t:Zf§ ~:J2!!3 ONner or Pgent (If .Agent , Fu.ver o"Fitorney or Pgency Letter ~uired) _______________ _ O:mtr · ~4,L-J,...,_...~~=~ l OtJ. UC Qualtfyif').9 ,Agent lUf&Z: uu 2. ,Addreg;~~~~~~~-,::---------OtY. /kK&otOJ;u,t.,s.cJ.e_±.l_~ ___ Zlp 322JO ~~~C:~e 1on/~1straion ~~~leQ5~~:J.~J;}z~~ Ard'utect Name & Ftlone # A , D ,; e .s @ E:ngneer'sName& FGihe# ----------------~------,,...-+::--r:----:---Wo r k er s Cb m pen si Ion I119Jrer ____________ CR Exempt )( 8<p1ration Dcte -fl-r"-'-+-'___,.....,__ .Application 1shereby mocletoobtain a permit todotheworKand I~allationsasindIcaed I certify that nowor or installation has commence:1 pnorto the IES.Ja,ce of a permit and that all work will be performed to meet the standards of all the laws regulating con&ruct,on in this Jurigjidion I understand that a sepa-ate permit must be sea.Jred for 8-ECTHCAL WCR<, FWMBN~ s~ VvR1.S FCO..S R.R-,!ACES B)I~ I-EA~ TAN~ aid AIR CD\JDITICN~ etc NOTlCE In a::ldi t ion 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 mc:Jf be additIona permits required from other governmental entItIessucn as water management dfstnas, stcJ.e ~noes, or federci agenaes. ONNERS.AfflD\v1ltJJ:ert1fytut all t~foreg:,ing information Isao::urcte aid that al work Will be done In compllaicewrth all applicable la.vs regulciing oonstrudion a-id zoning I l Pers:mally lvlown rn ( I Produced Identification Type of ldent1f1cat1on . Building Permit Application ~ ~;,uu., City of Atlantic Beach Building Department v' I ~~ I 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email : Building-Dept@coab.us Updated 10/9/18 .. All INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 380 II TH 57 I AU A 11-; LC ofiA<#t fZ 3ZZ33Permit Number:-------- legal Description .£-65 It ,z..s ... 2_'3f :lf{/.JE!f!C Of'AC/1 ld7 llF I z RE# / 7 0 a 'i O _.oaoo Valuation of Wol'l< (Replacement Cost) $ 2./i3DQ . co Heated/lo";,feisf. f s-tt Non• Heated/Cooled ? .}<7£ • Class of Work: □New □Addition □Alteration ~epa1r □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial ~Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No No Describe rn detail the type of work to be performed: HAf2.J>/£ 8ofrP..D Florida Product Approval# z 10 JAtffs HAf.1)1£ Pr for multiple products use product approval form Contractor Information Name o ~7 ll/CJ(OM lU-Qualifying Agent / )~A-52 L rJ Z Address . .-.-'-'"...._.£..:.:.......,,.....=-'-""'---------Oty tfei4n ~~-3 t,ZLO Office Phone _,t..u¥--L~,-=:...+1--¼~,..,..,:;--:;=......,.-n Job Sit State Certification/Registration #·~"--"""'"""""'"'""""-''"""".,,r. E-Mail,-"-JJJ:.~~:;::i.::'.c:J,.~~~u.z".LZ.az.!::;..,~'.q.------ Architect Name & Phone #_._µ, ..... U....,:,-:,,,__ ___________________________ _ Engineer's Name & Phone # __ JJ~/.~A------------------------~r-=--=--.---,- Workers Compensation Insurer ______________ OR Exempt.Ji{ Expiration Date (l/ 2,? /2.0 2.,/ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction m this jurisd1ct1on. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR COND ITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT tN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. tF YOU INTEND :,;/!/!fft.1. NOTICE Of COMMENCEMENT ~-----------------~~ blll-J _____ _ T•~~----------rn""'--~----- ...,.. •ndlktdlrtt~of ~IT l>lfib\i!!t~ • l=iift1oe~ ... 110~ «!:it; ~m Ji111N~----------------------------Aadrin1·------.:-....-----------------fhitllfib:_._ ..,., r._,., __________ _ N~ at lJ,fano'\~ U.~•dt-bd.J,o» ~~~bf i:M!:e'~,..!v\'li!WC'50f~~ • ~--l'Yi'#.Mftw., __________________ ....,.,.,,.,.,.,...,._.....-, ...... --,--. .IIMffl ____________ ...,.... _____________ _ T~•:_....,_....,.. __ -"-_ r .. ~-------- •dd~ U1 tftllllr. WNt ~.IL IJ1j ~ pemn. ti, fKffllf •f<!1f Ill 11w ~i frilC:~ ~ ~ "~ "'PU..e«ll tl:q. fW«sa ~ lffl .lllO.-t'i.~I ,.,.,~------,.=----~-------------------.. tftj _______________ .......,. _____________ _ l••-~. l••Ue.c ___________ _ l.q:ilr_..,_d,-Ql~f(\M ... ~-o,ttiJ-lltffl/ll h-."11 _,.c,~cf4H8•~~ dill ~~--~----...::........:: _____ ~----------- 1191 ll'AIX f'Ofl Mctll!IIU'S USI CINI.Y- CERTIFICATE OF INSURANCE I ISSUEDATE 6/3/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUDER, ANO THE CERTIFICATE HOLDER. IMPORTANT: IF THE CERTIFICATE HOLDER IS AN ADDITIONAL INSURED, Tl-IE POLICY(IES} MUST BE ENDORSED IF SUBROGATION IS WAIVED, SUBJECT TO THE TERMS ANO CONDITIONS OF THE POLICY , CERTAIN POLICIES MAY REQUIRE AN ENDORSEMENT A STATEMENT ON THIS CERTIFICATE DOES NOT CONFER RIGHTS TO THE CERTIFICATE HOLDER IN LIEU OF SUCH ENDORSEMENT(S). PRODUCER INSURER(S) AFFORDING COVERAGE M & M Insurers Of Orlando, Inc INSURER A: Mesa Underwriters Specialty Insurance Company 670 N Orlando Ave Ste 1004 A Maitland, FL 32751 INSURER 8: NIA INSURED Golas Construction LLC INSURERC: NIA 6318 Aultan Drive INSURER 0: NIA Jackson~ille F L 32210 INSURER E: N/A COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOlvV)THSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOV\A-1 MAY HAVE BEEN REDUCED BY PAID CLAIMS. -INSR TYPE OF POLICY POLICY POLICY LIMITS LTR INSURANCE NUMBER EFFECTIVE DATE EXPIRATION DATE General Aggregate $600,000 Products-Com/Op Agg. $300,000 Personal & Adv, lnJury $300,000 A General Liability MP0009019007310 4/3/2020 4/312021 Each Occurrence $300,000 Damage Prem Rented To You $100 ,000 Med Expense (Any one person) $5,000 Combined Single Limit B Personal Liability Medical Payments To Others C Excess Liability Each Occurrence Aggregate D Building E Property Contents Loss Of Use THIS INSURANCE IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW. PERSONS INSURED BY SURPLUS LINES CARRIERS DO NOT HAVE THE PROTECTION OF THE FLORIDA GUARANTY ACT TO THE EXTENT O F ANY RIGHT OF RECOVERY FOR THE OBLIGATION OF AN INSOLVENT UNLICENSED INSURER SURPLUS LINES INSURERS' POLICY RATES AND FORMS ARE NOT APPROVED BY ANY FLORIDA REGULATORY AGENCY , Description of Operations I Specialty Items Remodelers (Excluding Roofing), Contractors subcontracted work -building construction , repair of one or two family dwellings Certificate Holder Should any of the above described policies be cancelled before the expiration date THE CITY OF ATLANTIC BEACH thereof, notice will be delivered in accordance with the policy provisions. 800 SEMINOLE ROAD Authorized Signature ~~ ATLANTIC BEACH. Fl 32233 JIMMY PATRON IS CHIEF FINANICAL OFFICER ST ATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION • • CERT IF ICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW•• CONSTRUCTION INDUSTRY EXEMPTION This certifies that the Individual listed below has elected to be exempt from Flonda Workers' Compensation law. EFFECTIVE DATE: 8/23/2019 PERSON: LUKASZ KLUZ FEIN : 800489322 BUSINESS NAME ANO ADDRESS. GOLAS CONSTRUCTION LLC 6318 AUTLAN DR JACKSONVILLE. FL 32210 SCOPE OF BUSINESS OR TRADE: D:xlr ancl Window lnsmlla11on Concrete or Cement W:lrk • All TVl)eS, '.:Res.oon11a1 ano FIOors Or,vewa:,,;, Yards, or ::Ommerc,al S1dewal kS and Onvers EXPIRATION DATE: 8/22/2021 EMAIL: OSKARSWONDERS@GMAIL COM Carpentry _Oet~ctetl Or:e or Fence lnsrallation ?rid Repalr- TloO F°?m,ly Owelli'l)S Metal , v,ny! Wood or Prefallncaled Concrete Panel Fence Installed By Hana IMPORTANT: Pursuant 10 Chapter 440.05(14), F .S ., an officer or a corporation who elects e~emption rrom this chapter by fifing a certJficate or elecimn under thi s se<rtlon may not recover benefits or compensa:,on under this chapter. Pursuant to Chapter 440 05(12), F.S .. Certif1Ca1es of etect,on robe S'Kempt , app1y only Within the scope of the bus,ness or trade fis1ed on the notfc:e of election to be exempt. Pursuant to Chapter 440.05(13), F .S ., Nobces of election to be exemot and cert.ficates of election to be exempt shall be subject to revocaUon 1r, at any ti me after Iha filing of the 110tice or the Issuance of the certificate, the pen;on named on the notice or certificate no longer meets the requl remenls of thi s section for issua nee or a certificate. The depanment shall revoke a cernf1cale al any l ime for fa i lure of the person named on the cer1,ficate to meet the requirements of lhis section. DFS-FZ-O\I\C-252CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01038777 QUESTIONS? (850) 413-1609 Ro n De s a n t i s , Go v e r n o r Ha l s e y Be s h e a r s , Se c r e t a r y I . dE5~r ST A T E O F FL O R I D A DE P A R T M E N T O F BU S I N E S S A N D PR O F E S S I O N A L RE G U L A T I O N CO N S T R U C T I O N IN 0 0 S T R ~ l : . I C E N S I N G BO A R D TH E RE S I D E N T I A L CO N T R A C T O R HE R E I N IS CE R T I F I E D UN D E R TH E PR O V I S I O N S OF CH A P T E R 48 9 , FL O R I D A ST A T U T E S I GQ L A S CO N S T R U C T I O N LL C 63 1 8 AU T L A N DR I V E JA C K S O N V I L L E FL 32 2 1 0 '\ uc E N S E NU M B E R : c~ c 1 3 3 0 6 3 3 =1 EX P I R A T I O N DA T E : AU G U S T 31 , 20 2 2 Al w a y s ve r i f y li c e n s e s on l i n e at My F l o r i d a l i c e n s e . c o m Do no t al t e r th i s do c u m e n t in an y fo r m . Th i s is yo u r li c e n s e . I t is un l a w f u l fo r an y o n e ot h e r th a n th e li c e ns e e to us e th i s do c u m e n t . Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **AU INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Buildrng-Dept@coab.us PERM IT #: ______ _ D Revision to Issued Permit OR [xl Corrections to Comments Date: Of/0*/ Project Address: 3'80 // µ/ £11 A-1L,lf,Jvc /3£,,tef\, Ff J,2233 Contractor/Contact Name: &f}l A-5 Cf2N57/WC{IOJi U£ /l {/£.A52 ~LtJZ Contact Phone: 30 1---4 v~ Email: 0 9lA{?£IJOflb £Jvsf)&1/IIL , C 0/1 Description of Proposed Revision/ Corrections: HZto HAF'-D1£ 5/d/Al&l~ Slt>LtJG IJIJ FJZcQµz Eifc@oJ t~j ,-!&WC L,/f P SIDWG DAI [3(2Td 51t0?s. 1 LlJ~AJZ /{,l_,1,}Z affirm the revision/correction to co mments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? k:'.'No 7 Yes (additional s.f. to be added: __________ __, • Will proposed revision/corrections add additional increase in building value to original submittal? ~o C' •ves (additional increase in building V ue: $_,..,. ______ -<-(Contractor must sign if increase in valuation) (Office Use Only) ~Approved .__j Denied l l Not Applicable to Department Permit Fee Due $ _____ _ Revision/Plan Review Comments _________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 EVALUATION SU BJECT HardleShinglo® Siding James Hardie Product T rade Names covered In lhis evaluation: Hard.,Shlngle® Nothched Panels, HardleShlngle® Individual Cladding SNnglGS EVALU A TION SCO PE: ASCE 7-10& 7-16 2017 Florida B<lldmg Code {6th EdllJOn) and 2020 Florida B<llld1ng COde (7th Ld~n) 2015 and 2018 lntamatJonaJ B<llldmg Code® EVALUATION PURPOSE: Chent J ames Hard., Building Products, Inc. CAE Engineering Report No.: 2001-10.2.4 December 1. 2020 Page I of 7 This analys,s tS to detennlne the maXJmum design 3-f!iecond gust wmd speed to be resisted by an assen>ty of Hord~h1ngte Si:ling fastened to v.ood 0( metal framing wrth nail fasteners REFERENCE REPO RTS: 1. ln1ertek Report 3067913 (ASH.I C1186) Mat0f181 propo,lles H!WdoeShingle Siding 2. RamlBch l.aboratones. Inc Report 11436-99/1602 {Asn,1 c:330) Transverse Leed Test 1/4" Thtck by 48 ln<:11 wide Hard..Shmgle Notchod Panels lnsbllled on 7/16 mch lhod< OSB rated shOOlhlng naled with a 1-112 in<:11 long by O OS3 inch Shnnk d13meler by O 187 m<:11 head diameter nng Shank nad 3. Ramtach LaboratorleS, Inc. Hepo,111436-99/1603 (ASI M E.330) lransYBnle Lood l e.t. 1/4" lhtck by 48 tn<:11 Wide HardteSh1ngle Notched Panels tnsblllod on 2X4 Wood SIUds SG: 0 40 spaood al 16 Inches on cent8' With a 1-112 inch loog by O 083 met, Shank d.,met..-by O 187 lndl head "'8moter nng sltan• nal 4 Ramtech uibora __ Inc. Repon 11436-9911604 (ASTM C330) lrans........, Leed Test. 114" fhtck by 4ll inch wide Hard..Shlngle Nolehed Panels mS1alod on 2X4 Wood StudS SG : 0 40 spaood at 24 111ches oo cenfll<w,th a 1-112 loch long by O 083 mch shank doameter bY O 187 inch head d"'metornng snank nal 5. lnte<18k. Report 3108641C00-002 (ASTM E330) Transverse l.Ded Tesl 1/4" Thoct. by 48 mch wide HanloeSh111gle Nocc11ed Panels Installed 2X418ga Mela! Studs spaood at 16 inches on cen18rWllh a lcf&F 2" long X 0, 100" knurtod shank XO 313" head d111mator 6 Ramtech Laboratories, Inc Repo<t 10794-97-1458 (AS rM [330) Transverse Load Test. 114" f hck by 12 inch wide Hard..Sh1ngle Cladding Slungk>• lnsmlled on 15132 1n<:11 APA rated sheathing naiad with a i.klmber 11 gauge 1-1/4 Inch long mofing na • 7. Ramlech Laboratooo,,, Inc R&p()(t 10794-97-1464 (ASTM E330) 1ran""""8 Load l est 114" fhlc• by 12 Inch wide Hard..Shlngle Clad<llng Shingles tnsbllled on 7116 Inch OSB rated sh..,lh1ng nailed wRh a 0 091 Inch Shen• d111meter by 2 5 inch long by O 221 ll1Ch head demo!Br B. lntertak Report No. 100717048COQ-003 (ASTM E330). Transverse Load Test 114" Thocl< by 48" Wide HardiBShlngle panel installed on 7116 "1<:h OSB rated 6heath<ng naJBd with a O 090 Inch Shank doameter by 1 5 Inch long by O 215 "1Ch head d"'meter T EST RESULTS: Table 1 • Results ofTransvar5o Load Tastino .., sl s _, Frnme Weather !l I;_ Report Th1Cknes5 SP,,Cl"II Ex;>owm ~G:' 2' u. -(I\ ""' Product Norrbo< TestAnencv lin\ Frame T\IDO (on) ("1) Fasten..-Spaong (in.) Fastener TvM 5~ ~~ HardleSh•ngle Noteloed Panel -11436-Ramtech 025 Minimum 7/16 m thick OSB 13 75 151n longX0083in shankX -68 -22.7 S1n>lnh1 lnotalatJon 99/1602 sheathing 7 0187 in HO. ring shank nail HanlioShlngle Notched Panel· 11436-Ramtecl1 025 Mln,mum 7/16 In lhlct. OSB 7 13 75 1 5 In long X O 083 In shank X .a1 -203 Stoooen,d lnstlllafioo 9911602 sheathing 0 187 In. HD, MR shank nail HerdoeShingle Notched Panel 11436-Ramtech 025 2X4 wood SG>O 40 16 7 blind nalled at stud 1.5 In. long X 0.083 In shank X -192 -640 9911603 O 187 In HD, rina shank nai HerdleSNngle Notehed Panel 11436-Ramtedl 025 2X4 wood SG>O 40 24 7 ~ind nailed at stud 1 Shi long XO 083 in. shank X -97 -323 99/1604 0187 In HO, nng shank nal -dieSrongle Ho,chocl Panlll 3108841COO ,n1 .... , 025 2JC.418g• ....... ,s 1 bl'1ld naled a\ s\\Jd ET&F O 100 1n knurled shank X 2 -1611 -560 002 on . long X 0.313 In HD pin HardleShlngle lndiYodunl 10794-97-15132 In. Ihle~ plywood 2 roolong nals Ram1e<:11 025 8 9 Nlehes from butt No 11ga 1-1/4 ,n long rooling nai -100 -333 Cladding Shingle 1458 complying W1lh OOC-PS1 edge ~rdleShJngle fndMduaJ 10794,!lT· 2 &ldmg nals 0 091 rn shank XO 221 ID HO X R.'lml8Ch 025 7/18 In thocl< OSB Shea1hong 8 9 Indies from butt -89.4 -298 Cladding Shmgle 1484 edge 2 5 tn long siding na i H iltheStitngle M>tt:.hed Paoet 100717048 Q 25 7,1r, Wl lflr,ck OSB ithe.~tn rg I 6" O< IO OSB 0 090" Man, x O 215' HD w 1 5- -213 7!1J C00-1JIJJ lrt8f1P~ -.11saiturig cmtv long nng ~Pinn~ ~tdlng nml Hertl..Stomglo 'ID0:"8<! Panel 1007171)48 lmorte, 025 71161n thK.k OSS sOOathtng 1 S-oe IOOS!I Q or¥T' .:J'l~n._ 1 0 215 .. H O X 1 ~--180 ·llOO C00-003 fihf'Rttoog only kmg ring ahil nk ~1dmg nail 1 AAow-Oes>gn Load Is Iha Ulimate t.oad dMded by a >actor of safely ~ 3 2 H..-dtoShlnglo Siding compl ... with ASIM C1186 Standant Speaf,cnt,on /orGmdB II /ype A NofHJ.'lil6Slo.• I---C<tmerot Flot Sheets Cllent James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.4 December 1, 2020 Page 2 of 7 With regards IO Hsrdl8Sn,ngle lnGNidual ShNlgleS and bese<I on rosuM of 18<1,ng 8 lncn wealncr oxpo5Ure we l)fomle lhe ""'" of 7 ,ncn 6 men and S Ind\ weathe< axpown, bad< 10 Iha ongonal 8 lncn weather exposure tu delermlne the ,especwa uphfl res,stance at l'eduood weather •J<pOWra• By using this prore!IOO, the Oesogn loaOS la var,ous HardieShlngte Individual Shingle weetner exposures w11 be det..-mlned Table 2a. Cek:ulated Allowable Oes-ian Loads for Raduct10n In Woathar Exooiiura H.ardMtShl nglo lndiVlduat Shingle nailed to 15132 inch plywood •heothlng Weath9f Llhmate Pressure Expogure load (PSF) Allow!lble Design Load' (PSF) /Inches) "'·• 8 -1000 -33 3 a, 7 -127 0 -423 o, 6 -166 7 -6S6 a, 5 -2286 -762 t Allow-Design I.Dad IS Iha Ulhmate Laacl divided by a Factco' al .,.fety a( 3 Check for resulh on Tablo 211, Harm&Shlnge lndlvldual Sn,ng1eg mstaled on 15132 Inch plywood With IM> ra5lBn81'15 kx:ated 9 inches lfom the free end l he 8S<!errcly IO>le<I I<! Rllmto<;h Report 1079'-97-1458 has a,..,...,.,, expo"""' al 8 inchO> ProratJon of the areas 1) A,._ A, A, A, Wealhll' E.xpo6U'8 (K'dles) 8 7 6 s Weather Ecxpc>W'8 Area (sq A) 0.667 0.583 0500 0417 2) By assumtog 100 58ITle resistance we can 581 the ,ronent fer tha tested configurntion nqual 10 Ula rnomenl of u,e JBdur.e<t 11xposure Thomfom ~X(4+ 1)Xq,,.=A,X(35•1)Xq1 Salveforq, q, = [A,,.X (4 • 1) X """"Jl!A, X(3 5 + 1~ A,,,,X(••1)Xq,,.=A,X(l• t)Xq. Smetorq,, q,=(A...,X(4 + 1)ll~Y(A,X(3• 1)J A,,..,X(4 • 1)X <),,•" A, X (2 5 + 1) X q, Solvolorq,. q.=(A....,X(4 • 1)X<.<,Y(A.X(25• 1)) '*"' I q, I q, I g, I -100 -121!.98 -16667 -22857 Table 2b. Calculated AUowable Design Loads for Reduction In Wenthor Exposure~ HardieShlngle Individ ual Shlngln n.iuled to 7116 inch OSB sheathing: Weather Ut!mat& Pra.ssunt Exposure Load (PSF-) Allowlllll& Design Loed' (PSF) linchaSl "· 8 -1!9 4 -298 n, 7 -113.5 -37 8 It 8 -1490 ..ig7 a 5 -204 3 -68, 1 Al""'-D86,gn Load '5 Iha Uh1ma1e lood CIIV!ded by 8 f-•-cl safety ci 3 Cback for results on fable 2t>, Ha-Shingle lnd!Yiduol Sh•ngles 1n5tl!led an 7/18 Inch OSB wllll two f-nar$ localed 9 mches ham Ille 1,-ee ood rhe asserroly testBd ,n Ramtech Report 10794...Q7.1464 has ,1 weath& &XpostHB of 8 inches Proration of u,e areas 1) 2) A.. W•nlh« L•pa.,,.-o Noa \"'I ft) 0667 A , A, A, 0583 0500 0417 By assumjng rne same ret.'6taoce, we can .set the moment for rne tested conf1.gunnJon equaf to tne momem ot tne mctucecf exposure Thererore A,,,,X(4• 1)Xq,,o=A,X(35• 1)Xq, Salvo lorq, q 1 = 1"-~• X (4 + 1) X '-"YIA, X(3 S • 1~ A.. X (4 • 1) X Qo.• = A, ll (3 • 1) X q, Salve torq. q,= (A,,..X (4 • 1)X ci,,,JltA,X (3 • 1)J A..,,,X(4• 1)Xq,,.•A X(25+ 1)Xq. Salve lorq, q,= (A..,X (4 • 1)X q,.,,Jl!A,, X (25 • 1)] 9n! -1!9 4 91 I g, I q, I -1•9 oo r .204 34 1 DESIGN WIND LOAD PROCEDURES: F--cemenl siding tr11ns,11,rw load capacrty (wind "'8d cepacily) ,s det'"'"""ed fmm lmnSV8tW lood lesling In 11a:oroance w~n .ASTM E330 or En as nded 1n Seeton 4 0 ol U,e ICC LS AC90, Acceptance Cnler., for F-Ce,nent Sldlng Use<! as Lxtenor Wall Sld,ng (•Pl'fflved Octobet 2018) I he allowable or design e&l)lldfy from Iha testing iii bese<I on a fader of safety of 3 applied to the utimau, lest load per AC90 rho wino k>ad values are d01Bm'llned from the ASCC: 7 equallon• 5"1QI the allowable d86ign load IS based on factor of safery of 3. -de<,gn IOilds on fber-cernool ..Sing,,.,.._. d"'8Cay la n>qured des,gn P<""'"''"" for -ble S1rea Design, and th8"'fore should be used wth corrolnallon load,og aquaoons fa -s ...... Design (ASO) By u51ng the ~lnauon 10ad1ng equauons tot AION&ble Stress Oeflgn CASO). tn.e 1ested sllOWabte d,eg1gn loa~ for flbef-cem&nts~1ng sre aligned Wrth t"8 wind speed requrements ln ASCE 7-10 (f-lgU1"86 26 5-1A 26 5-18, and 26 5-1C) and ASCEc 7-16 (Fl!jlJrtlO 26.5-1A to -10, 25 5-2A lo •2D). orlhe figures >n tna bukllng code as apptic,ible Equation 1, EquatJon 2, q,=O 002ss•K,K..'K..-v' q,=O 00256"K,K.,·t<.,·K,v' q, . vGIOaty pressure at ne,gllt z K, "ek>aty pressure expasure meffident evelumnd at he)Qht ;i Ka topogrnp/lic factor K., wind d~ectionalrty factor t<. ground elevauon factor, penn!lled to ta~• K,. • 1 0 V , basic w,nd Speed (3-second g ust M PH) as d el"'""ned from ASCl; 7-10 Figures 26 5-1A, B . Of C ASCE 7-16 Flg..-es 26 5-1A, B. "'26 5-2A, B.C or D 2018 IBC Flg1.<es 1609 3(1) • 1600 3(8} Clien t James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-10.2.4 December 1, 2020 Page 3 of7 (rof ASCE 7-10 lq 30.3-1) (ref ASCC 7-16 Eq. 26.10-1) V•V,, (rot 2015 IBC & 2017 FBC Sect,on 1802.1 do.initJons} v,. , Ulllmal& desogo Wind •peeds (3-sacond gust MPH) detem11ne<1 lom 2017 ~BC F,gures 1609 3(1)-1609 3(3), 2020 F8C F,gures 16903(1)-1609 3(4). Equation 3, p•q '(Gt:;,-G(;.) <t velooly pn,ssure 81 mean roof helglll h GC,, , product o( external proswre coefflCll!nl and gu.,-effect facto, CC.. pmdud of intemaJ pressure coefhcienl end gU&l·effect fadot {rel ASCC 7•10 £q. 30 4-1 orASCE. 7-16 £q 30 3-1} p design presstxe (PSF) for siding (allowable design tood for sld ,ng) To dilt6fmme de.stgn pteSsure !JUbsatute q,. ,nro E.quat.,on 3, Equation 4 , p=O 00256'1<, ·1<,,·t<.,-v'•(GC.-GC,.J or p=O 00256"K,K,,•t<.,-v,,,'•(GC.,,<;c,.) AJJownbJo Slnlss Des,gn. ASCE 7-10 S8ct,on 2 4 ,. load combmnllOn 7. Equation S, 0.60 + 0 6W D , dead load W w tnd load (Iced dua to wind pressu re) (ref 2015 & 2018 IBC) {ref 2017 snd 2020 FBC) {ref ASC~ 7-10 & 7-16sectlon2.4 1. loodcomb,natlon 7} lo d6/em,/110 11>9 Allowabls Slnlss Des,gn Pnlssu,.,, apply tho lood f»ctor for W (W,nd) from lqualJOfl • kl p (d8Sign pressure/ del8fTnlnod from equlll,on 4 Equation 8 , p.., ~ O 61Pl Equation 7, p,.. • 0 6 1 0 00256"K,ll,,"K,-V..,"'(Gc;,-GC,.)) Lquatlon 7 ls u-ro popular• T sb/e •· s and 6 r o detflfftllne rtte allowbble ultJmale ba5'c wmd spe&d for Ha rdi& Skiing In 1 able 7, $1tJ/vS Eql.J8tJon 7 fol v ..•. Equation 8 , v., • (p,,JO S-0 0025611,K,,Ko"(Gc;,-GC,.),'• ty,pl1C1Jb/e to mernoas speafied 1n OtC8ptions 1 tllrough 3 of [201512018 IBC. 2017/2020 FOC/ Sec1JOn 1609 , 1 .. ~ <he COIIY&/SIOII /onnu/a be/oW. Equation 9, V """": V,,,., • (0 6)tM v .,.•v ·(06'/" v ... , Nominal desogn wind speed (3-&aa>nd g u st mph) V Basic design wind •peed (3-saoond guSI , mph) Tnbte 3 CotrffacNtnts and Con&ta:nts used In Oetennlnln. V and P, K ExpB H""'htlft\ IASCEM8) ExpB ucpC Expo I<.. 0-15 0.57 07 085 1.03 ll<OO 1 20 0.112 07 09 1 06 1 25 0.68 07 094 112 1 3() 070 07 098 1 16 1 35 073 073 1 01 1 19 1 40 076 0 76 1 04 1 .22 1 45 0 785 0785 1065 1245 1 so 081 081 1 09 127 1 55 083 083 111 129 1 60 085 0.85 113 1 .31 1 100 099 099 128 1 43 h>60 1 ro '"""""""'me,,, __ nom,na/ d&stgn w,nd S/Jfl&d (Vasa) for Hmd/8 Siding ,r, TEll>ls 7, {ref. 2017and2020FBCt:.q 16-33} {rot 2015'2018 IBCEq 16-33} w"' 2onos K, GC,, GC,. 085 -14 018 085 .14 018 085 -1 4 018 085 -1 4 018 085 .1.4 018 085 -1 4 018 085 -14 018 085 -14 0 18 085 .14 0 18 085 -1 4 0 18 085 -18 018 C l i e n t J a m e s H a r d i e B u i l d i n g P r o d u c t s , I n c . C A E E n g i n e e n n g R e p o r t N o . : 2 0 0 1 - 1 0 . 2 . 4 D e c e m b e r 1 , 2 0 2 0 P a g e 4 o f 7 T a b l a 4 A l l o w a b l e S t r e s s D e a , n • C o m o o , . . n t a n d C l a d d l n a C C & C P r v . . u , . . C P S F ) t o b a R e s i s t a d a t V a r i o u s W i n d S " " " " " . W i n d E x p o , u r e C a t e a o r v B W o n d S . . . . . . , . C ~ d o u s t ' 1 0 0 1 0 5 1 1 0 1 1 5 1 2 0 1 3 0 1 4 0 1 5 0 1 0 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 H A i o h l ( f t ) B B B 8 B B B B B B B B B B 0 - 1 5 - 1 4 4 - 1 5 9 - 1 7 5 - 1 9 1 - 2 0 8 - 2 4 4 - 2 8 3 - 3 2 . S - 3 7 0 - 4 1 7 - 4 6 . 8 · 5 2 1 - 5 7 8 - 6 3 7 2 0 - 1 4 4 - 1 5 9 - 1 7 . 5 - 1 9 1 · 2 0 8 . 2 4 4 - 2 8 3 - 3 2 . 5 - 3 7 0 - 4 1 . 7 - 4 6 . 8 - 5 2 . 1 . 5 7 8 - S J . 7 2 5 - 1 4 4 - 1 5 . 9 - 1 7 5 - 1 9 1 - 2 0 8 - 2 4 4 · 2 8 3 - 3 2 . 5 - 3 7 0 - 4 1 7 - 4 6 8 - 5 2 1 - 5 7 8 - 6 3 7 3 0 • 1 4 4 · 1 5 9 - 1 7 5 - 1 9 1 - 2 0 8 - 2 4 . 4 - 2 8 3 . 3 2 . 5 - 3 7 0 - 4 1 7 - 4 8 . 8 - 5 2 . 1 - 5 7 . 8 - 6 3 7 3 5 - 1 5 1 - 1 6 6 - 1 8 2 - 1 9 9 - 2 1 7 - 2 5 . 4 - 2 9 . 5 . 3 3 9 - 3 8 . 6 - 4 3 5 - 4 8 . 8 - 5 4 4 - 0 0 . 2 - 6 6 4 4 0 - 1 5 7 - 1 7 . 3 - 1 0 0 - 2 0 7 - 2 2 8 - 2 6 5 - 3 0 7 - 3 5 3 - 4 0 1 - 4 5 . 3 - 5 0 8 - 5 6 8 - 6 2 . 7 - 6 9 1 4 5 - 1 8 2 - 1 7 . 9 - 1 9 8 - 2 1 4 . 2 3 3 - 2 7 4 - 3 1 7 . 3 6 4 - 4 1 5 - 4 6 8 - 5 2 . 5 - 5 6 5 - 6 4 8 . 7 1 4 5 0 - 1 6 7 - 1 8 4 - 2 0 . 2 - 2 2 1 - 2 4 1 - 2 8 2 . 3 2 7 - 3 7 6 - 4 2 8 - 4 8 3 - 5 4 . 1 - 6 0 . 3 - 6 6 8 - 7 3 7 5 5 - 1 7 1 - 1 8 . 9 - 2 0 . 7 - 2 2 6 - 2 4 7 - 2 8 9 . 3 3 6 · 3 8 . 5 - 4 3 8 - 4 9 , 5 - 5 5 . 5 - 6 1 8 - 6 8 . 5 . 7 5 5 6 0 - 1 7 5 - 1 9 . 3 - 2 1 2 - 2 3 . 2 - 2 5 . 2 - 2 9 6 . 3 4 4 - 3 9 . 5 - 4 4 9 - 5 0 . 7 - 5 6 . 8 - 6 3 3 - 7 0 . 1 - 7 7 3 1 0 0 - 2 5 6 - 2 8 2 - 3 1 0 - 3 3 8 - 3 6 9 - 4 3 . 3 - 5 0 2 - 5 7 . 6 - 6 5 5 - 7 4 0 - 8 2 . 9 - 9 2 4 - 1 0 2 . 4 - 1 1 2 9 T a b f e 5 , A U o w a b f e S t r e s s D H n • C o m o o n e n t a n d C l a d d i n a l C & C P n t s 5 U r a & l P S F J t o b e R e s r s t e d a t V a r i o u , W i n d S p e e d s • W m d E x p o , s . u r e c a t e g o r y C W i n d S n o , e d 1 3 - o e c o n d n u s t 1 0 0 1 0 5 1 1 0 1 1 5 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 H e l a h t ( f t ) C C C C C C C C C C C C C C 0 - 1 5 - 1 7 5 - 1 9 3 - 2 1 2 - 2 3 2 - 2 5 2 - 2 9 6 - 3 4 4 - 3 9 5 - 4 4 9 - S C J . 7 - 5 6 . 8 - 6 3 . 3 . 7 0 1 - 7 7 . 3 2 0 - 1 8 . 6 - 2 0 . 5 - 2 2 5 - 2 4 6 - 2 6 7 - 3 1 4 - 3 6 4 - 4 1 8 - 4 7 5 . 5 3 7 - 0 0 2 - 6 7 0 . 7 4 3 - 6 1 9 2 5 - 1 9 A - 2 1 A - 2 3 . 5 - 2 5 6 - 2 7 Q - 3 2 8 - 3 8 0 - 4 3 6 - 4 9 6 - 5 6 . 0 - 6 2 . 8 - 7 0 . 0 - 7 7 ! . - 6 5 S 3 0 - 2 0 2 - 2 2 3 - 2 4 5 - 2 6 . 7 - 2 9 1 - 3 4 2 - 3 9 6 - 4 5 5 - 5 1 8 - 5 8 4 - 6 5 5 . 7 3 0 - i l O 9 - 8 9 . 2 3 5 - 2 0 8 - 2 3 0 - 2 5 2 - 2 7 6 - 3 0 0 - 3 5 2 - 4 0 8 - 4 6 9 - 6 3 3 - 6 0 2 - 6 7 5 - 7 5 2 - 8 3 3 - 9 1 9 4 0 - 2 1 5 . 2 3 7 - 2 6 0 - 2 8 4 . 3 0 9 - 3 6 3 - 4 2 . 0 - 4 8 . 3 • 5 4 9 - 6 2 0 - 6 9 5 - 7 7 4 - 8 5 . 8 - 9 4 6 4 5 - 2 2 0 - 2 4 2 - 2 6 8 - 2 9 1 - 3 1 8 - 3 7 1 - 4 3 1 - 4 9 4 - - 5 6 2 - 6 3 5 - 7 1 2 - 7 9 . 3 - 8 7 9 - 9 6 9 5 0 - 2 2 5 - 2 4 8 - 2 7 2 . 2 9 7 - 3 2 4 - 3 8 0 - 4 4 1 - 5 0 . 8 - 5 7 8 - 1 3 5 0 - n 9 - 8 1 2 - 8 9 9 · 9 9 2 5 5 - 2 2 . 9 - 2 5 . 2 . 2 7 7 - 3 0 3 - 3 3 0 - 3 8 7 - 4 4 9 - 5 1 5 - 5 8 6 - 6 6 2 - 7 4 . 2 - 8 2 . 7 - 9 1 6 - 1 0 1 0 8 0 - 2 3 3 · 2 5 7 - 2 8 . 2 - 3 0 8 - 3 3 6 . 3 9 4 - 4 5 7 - 5 2 4 - 5 9 . 7 - 6 7 4 - 7 5 5 - 8 4 1 - 9 3 2 - 1 0 2 8 1 0 0 - 3 2 8 - 3 5 . 9 - 3 9 4 - 4 3 1 - 4 6 . 9 - 5 5 0 - 6 3 8 - 7 3 3 - 8 3 4 - 9 4 1 - 1 0 5 . 5 - 1 1 7 6 - 1 3 0 3 - 1 4 3 6 T o b i a 6 , A l l o w a b l e S t r e s s O e a , n • C o m o o n e n t a n d C t a d d m a ( C & C P n t u u r a s 4 P S F ) t o b e R a s i s 1 a d a t V a r k > u s W t n d S n 4 H K ' l a • W i n d E x r u . u r e C a t f l O O r v D , W , M s - C J . s e c o n d o u s t 1 0 0 1 0 5 1 1 0 1 1 5 1 2 0 1 3 0 1 4 0 1 5 0 1 8 0 1 7 0 1 0 0 1 9 0 2 0 0 2 1 0 H . . , h l l f t l 0 0 D D D D D D D 0 D 0 D D 0 - 1 5 - 2 1 2 . 2 3 . 4 - 2 5 7 - 2 8 1 - 3 0 6 - 3 5 9 - 4 1 6 - 4 7 . 8 - 5 4 4 - 6 1 4 - 6 8 . 8 • 7 8 7 - 8 5 0 - 9 3 7 2 0 - 2 2 3 - 2 4 8 - 2 7 0 - 2 9 5 - 3 2 1 . 3 7 7 - 4 3 7 - 5 0 1 - 6 7 0 - 6 4 4 - n 2 - 8 0 4 - 8 9 . 1 - 9 8 2 2 5 - 2 3 1 . 2 5 5 - 2 8 0 - 3 0 6 - 3 3 3 - 3 9 . 0 - 4 5 . 3 · 5 2 . 0 - 5 9 1 - 6 6 . 8 - 7 4 9 - 6 3 4 - 9 2 4 - 1 0 1 . 9 3 0 . 2 3 9 - 2 6 4 - 2 9 0 - 3 1 . 6 - 3 4 5 - 4 0 4 - 4 6 9 - 5 3 8 - 6 1 3 - 6 9 2 . 7 7 5 - 8 6 . 4 · 9 5 . 7 · 1 0 5 5 3 5 - 2 4 . 5 - 2 7 1 - 2 9 7 - 3 2 . 5 - 3 5 3 - 4 1 5 - 4 8 1 - 5 5 2 - 6 2 8 . 7 0 9 - 7 9 . 5 - 8 8 6 - 9 8 . 2 - 1 0 8 3 4 0 - 2 5 2 . 2 7 7 - 3 0 5 - 3 3 . 3 - 3 8 2 - 4 2 5 - 4 9 3 - 5 6 8 - 6 4 4 - n 1 - 8 1 5 - 9 0 9 - 1 0 0 . 7 - 1 1 1 0 4 5 . 2 5 7 - 2 8 . 3 - 3 1 1 - 3 4 0 - 3 7 0 - 4 3 4 - 5 0 3 . 5 7 8 - 6 5 . 7 . 7 4 2 - 8 3 . 2 - 9 2 7 - 1 0 2 . 7 - 1 1 3 3 5 0 - 2 6 2 - 2 8 9 - 3 1 7 - 3 4 6 . 3 7 7 - 4 4 3 - 5 1 3 - 5 8 . 9 - 6 7 1 - 7 5 . 7 - 8 4 . 9 - 9 4 6 - 1 0 4 . 8 - 1 1 5 5 5 5 - 2 6 6 - 2 1 1 3 - 3 2 2 - 3 5 2 - 3 8 . 3 - 4 5 . 0 . 5 2 2 - 5 9 . 0 ~ 1 - 7 6 . l l - 8 6 . 2 - 9 6 1 - 1 0 6 A - 1 1 7 4 6 0 - 2 7 0 - 2 9 8 . 3 2 7 - 3 5 7 - 3 8 9 - 4 5 . 7 - 5 3 . 0 - 8 0 . 8 - 6 9 2 - 7 8 1 - 8 7 8 - 9 7 6 - 1 0 8 1 - 1 1 9 2 1 0 0 . 3 7 0 - 4 0 8 - 4 4 7 - 4 8 9 - 5 3 2 - 6 2 5 - n s - 8 3 2 - 9 4 6 - 1 0 6 8 - 1 1 9 . 8 - 1 3 3 4 - 1 4 7 9 - 1 6 3 . 0 T a b i o s 4 , 5 , a n d 8 a r e b a s e d o n A S C E c 7 - 1 0 a n d 7 1 6 . a n d c o n s i s t e n t w ~ h I l l a 2 0 1 s . ' 2 0 1 8 I B C . 2 0 1 7 / 2 0 2 0 F l o r i d a B u i l d i n g C o d e \ \ \ \ \ 1 1 1 / , , , / / ; , , ' - \ \ ~ ? - ~ ! : ~ l ' : I ; ~ ~ ' , t . . C E N , . : - . - 1 A . ' / ~ ~ - - \ . . \ . , , { : , , - , , ~ . . . . . . . . , \ _ , , , . . . . . . . . , ' _ , . . . : : : : - , ' N o . 8 1 6 6 2 ' , - . : : - * ' · * - - ' . - = I * : . : : - . , , ' , , t r . . . _ ~ ~ O ' . S T A T E O F , ' / f - ! ~ - - - ' ' . § - - . . ~ - ~ , . ' - , : < " l . O R \ 0 ~ . - - ~ , : : : : - ~ " . s - . . . . _ , u " / - ' / ; 8 I O N A . L ~ ' \ " ' , , , , - - - 1 1 1 1 1 1 1 1 1 1 \ \ \ \ \ \ ProduC1 HontaShlngkt Noldlod P,;m~I Straight lns1ala•on HardoShlngle ~~Pnnel Slaggon.'<I lrr.dala1on HonlcShlnglo Notchud P.w1el HardloShingl& ~otdioo Pmef Hor<JeSloogte NOIChO<l Panot Product Thackness (inches) 114 114 114 '" fastenef Type' 15in tong X00831n shank X 0t8Hn. HD, ring sha,k,,a1' 1 5cn loog XOGe31n ,tiank X 0 187 in HO.ring shM~na,I 1.5 ,n. long X0083n ,timX 0187 in HD.ring :shank nad 1 S In. long X 0083 In Fastener Spac"1g (inch .. ) ~rame rypa10 Mlninu . .-n 71 16In thld<OSB 13 75 Bhoattung C0!11)1~11jl with DOC PS2 Mlnmun 1nsin IHCk 0S8 13 75 5hC.dhtng con,plylng with DOC PS2 blind nail at 2X4 woocl sl\Jd SO>040 sha,. X bind naU at 2X.C wood 0 187 in sl\Jd 50>040 HD, ring ah.w,knall El'&F O 100 in. knu1cd sha1kX 2 in long .X bind mnl a1 2.X4 18g.J 0.313 In sl\Jd ~otal SlJd diamc1CJ' Tabl• 7 • Maximum Wind Speed tmohl for HarcUeShlngte SkUna1 Stud Weather ll<J11dIng Spacing Exposure Helghr (Inches) (In.) (feet) 18 24 16 0 15 20 2S 30 35 40 45 50 55 60 100 0 ,15 20 2S 30 35 40 45 50 55 60 100 0 15 20 25 30 35 40 45 50 55 60 100 0 15 20 25 30 36 40 50 55 60 100 0 15 20 25 30 JS 40 ◄5 50 55 60 100 2017/2020 FBC, 2015 IBC (Unimale Oo$1gn Wind, Speed, v~,~'l. 2016 IBC (Basic DHlgn W ind Speed, v"~) Appl;c.abkl to methods spectfied in Section 1609.1 .1 . of 2017/2020 FBC or 2015/2016 IBC Wrod exposure ca1egory 8 125 125 125 125 123 120 118 117 115 114 119 119 1 19 119 116 11-1 112 110 21 I 211 211 211 206 202 199 196 193 IQ1 158 150 150 150 150 146 144 141 139 137 136 112 197 197 197 197 193 189 188 183 181 179 148 C 114 111 191 188 182 178 175 173 169 167 140 136 132 129 126 125 123 121 120 119 118 179 174 170 166 164 152 160 156 156 156 131 D 174 169 166 164 161 159 158 158 155 132 123 120 118 116 115 113 112 111 110 162 159 158 153 151 149 148 145 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, v.'4 '-'·') Applicable to methods specffktd in Exceptions 1 through 3 of Section 1609.1.1 of 2017/2020 FBC and 201512018 IBC Wind 8Xpo5Uf9 C81egcxy B 97 97 97 97 95 93 92 90 89 88 92 92 92 R2 90 88 87 85 163 163 163 163 160 157 154 152 150 WI 122 116 116 116 116 113 111 109 108 106 105 87 153 153 153 153 149 M◄ 142 MO 136 115 C 88 86 148 144 141 136 136 132 131 130 128 109 105 102 100 98 96 95 94 93 92 91 136 135 132 129 127 125 124 122 121 120 w, D 131 131 129 127 125 124 122 121 120 119 102 96 93 92 90 69 88 87 86 85 128 123 121 118 117 116 1M 113 112 112 85 Cllenl James Hardie ll<Jidmg Products. Inc CAE Engmeenng Repon No 2001-10 2 • Oecembe, 1, 2020 Page 5 of 7 Siding Design Load (PSF) -n, .n,7 •2'2.1 -221 -22./ •227 -22.7 ·203 •20.3 •203 •20.3 -20.3 -20.3 -640 -64,0 -&10 -&1.0 -&10 -&1.0 ..... .() -&10 ,32.3 ,32.3 ,32.3 -323 -32.3 -32.3 -323 -660 -660 ...,0 -660 -660 .... 0 .... 0 ... ,, Coefficients usttd In Table 6 cak:ulation5 for v .,. K, E.xoBIF11nC 11=,mO 0.7 0 86 1 .00 hs60 o, 09 1 06 01 OfM 1 12 D,7 000 116 0 73 1.Ot I 19 07& 104 122 07t'li 1066 1 24b 081 t09 127 083 "' 1'2.9 086 1 13 1.31 0"00 I 26 1 '3 h>fiO 07 086 103 h$60 07 09 108 0.7 08,1 1 12 01 OM I.Ill 073 I 01 I 19 078 1.04 122 0 786 1.0&5 1.2A6 081 1.00 1.27 083 I 11 129 086 113 131 099 1 28 1 43 h>60 01 086 103 I\® 07 09 108 0.7 0.94 112 0.7 098 118 073 101 11!J 0.76 t 04 1.22 0.785 1.06b 1.24.S 0.81 1.09 L27 083 1.11 129 0 99 I 26 1.43 t,>6() 0 7 0 85 1..03 t,$60 01 09 1.08 0.7 0 D4 I 12 0.7 098 UfS 0 73 1.01 1 19 O.l6 1.04 I 22 0..78o 1.0M I '24ri, 081 UJ9 1Z7 0.83 111 1.29 0.85 1.13 1.31 099 1 26 t 43 t,>6() 0 I 086 1.00 hd!O 0.7 09 1.oe 07 094 112 07 098 116 0 .73 to, , 19 0.76 1 04 1.22 0786 1..()66 I °24~ 0.81 1 OQ 1.2l 01!!6 1 13 1.31 099 126 143 h>-60 .. .. oc. Ge,. I 0 .l!f> •1 .4 0.18 I 086 -14 018 I 08ft -14 018 I 086 •l .4 018 I 085 •1.4 0 18 , o.ec,. -1,4 o ,e 1 08& •14 0 18 I 086 •1.4 0 18 1 086 -14 0 18 1 0..85 ·1 ll 0.18 1 o.ar, .,.a 0.1a I 0.86 -1 4 0.18 I Oft!l -1 4 0.18 I 086 -1.4 0.18 f OM -1 . .f O 18 1 0.85 -1.A 0 18 1 086 -IA 018 1 086 -I.A 018 1 0.86 -1.A O 18 I 086 -U 018 1 0..86 ., ,t O 18 I 086 -1 .8 0,18 1 0.86 -14 0 18 1 086 •14 0,18 1 08& ·14 0.18 1 D.86 -1 .4 0,18 1 086 _, .. 018 1 085 ., • 0 18 t 0.86 _, 4 0 18 1 om _,,. o.,e 1 096 -14 018 \ 0'6 -\A (U6 I Oaf! •1.4 018 1 086 _,., 0 18 1 086 -IA 018 1 0,86 -14 018 1 086 _,, 018 I 0~ .1 ,4 018 1 096 -1 4 016 I 08ft -14 016 I 086 •14 018 1 08&--14 018 1 O.M ·1.4 018 1 O.M -I 4 0 18 1 0 8fi -1 4 0 18 1 085 -1 , 0 18 I 08S •t -' 0f8 1 086 -1' 018 1 01115 .,. 018 I 0.86 •I 4 016 1 0 86 .... 0 18 1 D&J .14 016 1 Oft& ·1 B O 18 Product HardeShr,gle ~atdicd Pcflcl Hard:cShingW: Noiched PiWlot Hlill"dteStingle .,dMdual Claddtng Shlnglns Hardl0Shn"10 lndM&JaJ O•dGlng Shingles HiW"dleShln~c ~divill,aJ Claddlng Sh,ngl<!s Product F a&ener I hJckness 1 ype' Fastener Spacing (loches) Frame ryps10 (mct,es) 114 1/A 114 114 0.l'.IHY \41nmun """'" ' bind ""'"' ~~ 6~8 0215'HDx WSP 1 s· long Sheatttng =::: nng sha,k at S-o c wrth OOC s,clngn.ai 0090' 1 5"Ia,g ring sh,Tlk siding nal 2roofing No 11ga 1 nait5 114 In long 6 5 lnollcs roofing na1I from tJutt e<tgo 2rootilg No J Jg.a 1 nlllls i/2 10 Ieng 5 5 I~ roofing nail tram b.rtt cdgo PS2 PS2 MinllT<lffl 15132 In 11\ck plyv.ood "°""'ylng Wl1hDOC PS1 Minimum 15132 In -plyv.ood COO"<)lymg wnh DOC PSI Table 7. Maximum W ind S ead tmnhl for HardieShinale Sldina1 Stud Waall>er Bu11dmg Spacing Ex powre He,ghi' (Inches) (In ) (feel) 0 15 20 25 35 40 45 55 60 100 0.15 20 25 30 35 40 45 55 80 mn 0 15 20 25 30 35 40 45 50 55 60 100 0 15 20 25 30 35 40 45 50 55 60 100 015 20 25 30 35 45 50 55 60 100 201712020 FBC, 2015 IBC (U~imate Design W ind, Speed, Vi,11~·5), 2018 IBC (Buie Design Wind Speed. .Pi Applk:able to method• speclf"1'td In Sedlon 1609.1.1. 01?01712020 FBC or 201512018 IBC Wmd e.xposure cat&gOfy B 222 217 213 2D9 21)6 204 201 \R7 204 204 204 200 196 192 189 187 185 171 171 171 188 164 162 159 157 155 129 196 196 196 196 192 188 165 182 180 178 147 230 230 230 230 22S 220 217 214 20e 173 C 201 196 191 187 165 182 180 178 178 \75 1•• \65 180 176 172 170 167 165 163 162 180 155 151 148 145 142 140 139 137 138 llS 178 173 169 166 163 161 159 157 156 154 131 208 203 198 194 191 188 188 184 182 181 153 D 183 179 175 1n 170 188 166 185 163 162 1611 184 161 158 156 154 153 151 150 149 P7 141 138 135 133 131 130 128 127 126 12.S 162 158 155 152 150 149 147 146 145 143 123 189 186 182 178 178 174 172 171 169 188 144 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, v_, ''·'> Applicable to methods s pecified In Elcceptlons 1 through 3 of Sectk>n 1609.1.1 of 2017/2020 FBC and 2015/2018 IBC Wind exposure C818Qoty 8 1n 172 172 188 185 162 180 158 158 158 158 158 158 155 152 149 147 145 Ml \1R 133 133 133 133 130 127 125 123 122 120 100 152 ,s2 152 152 149 146 144 141 MO 138 114 178 176 178 178 171 188 165 163 161 C 156 151 148 MS 143 141 139 138 138 135 143 139 138 133 131 130 128 127 125 120 117 114 112 110 109 107 106 105 I~ 88 138 13'1 131 128 127 125 123 122 121 120 101 161 157 154 150 148 148 1M M3 141 140 118 D 142 138 136 133 132 130 129 128 127 126 130 127 125 123 121 120 118 117 116 11S !!!l 109 107 10!5 103 102 100 99 98 98 97 125 122 120 118 117 115 114 113 112 111 95 147 143 141 138 136 135 133 132 131 130 111 Client Jam85 Hatdl8 SuldlOg Pro<lUCIS, IOC CAE Cng,neefing Report No . 2001-10 2 4 December 1 , 2020 Pego6 ol 7 Siding Design Load (PSF) -71 .0 •71.0 •71,0 .710 ·/1.0 -7t.O -71,0 _,, 0 -710 -60J) -60.0 <50.0 ...... .,.,,0 .,.,0 <50.0 .,.,.0 -42.3 -42.3 -42.3 -42.3 -42.3 -42.3 <12.3 -42.3 <12.3 -666 -782 -162 •78Z -162 -1&2 -18.2 -JIU Coefficiant5 used in Tabla 8 cak:ul.ation.s for V1.111. K,, 0 1 OJl6 I 03 h'60 01 09 108 0 7 09'4 I 12 0.7 098 1 16 0.73 1.01 1 19 0 76 1 O,fi 1 22 0.186 tJ.165 1246 08t 109 1 27 083 1 11 1.29 0.85, I 13 1.31 0.99 1 26 1 43 h>80 01 08b 1.(0 h.s::60 07 09 108 0.1 09-1 1 12 01 ose ,rB 073 IOI 119 o.1e UM 1.22 0786 1.0&6 12.45 0.81 1.00 1 27 0.83 1 11 I 29 0.86 113 L31 000 1 26 1A3 ~>80 07 086 103 h@ 0.7 09 1.08 07 o,g,.a 112 07 098 116 013 1 01 1 19 076 104 122 0786 I 065 12"5 0.81 1.09 1.27 0.8l 1.11 I 29 0.99 07 07 07 07 073 0 ,. 0JM 081 OA3 01!6 099 01 01 07 07 073 078 071!6 OAI 0.83 01!6 099 126 1AJ h>60 08& 1 00 h$60 09 1 08 Qf)I 1 12 096 I 18 101 1 19 J 04 1.22 I 09 127 UI 1.29 1 13 1.31 086 103 h<W 09 1.08 0.04 112 098 1 us I Of r 19 1 04 1 22 I 06b I ?Afl I 09 1.27 111 1 29 1 13 1.31 126 143 tpfA) GC. Ge, t 0-ffi -1 4 0.18 1 086 ., 4 0.18 1 08b .,... 0.18 1 086 ·1 4 0 18 1 086 .,, 018 1 086 .... 018 1 oao -1 • o ,e I 0~ ·I.A 0.18 I 086 °1 4 018 I 0.86 •IA 0.18 1 0 86 ·1.8 0 18 1 0813 ., • 0.18 I 086 -1 4 018 t 0815 ·1 4 0 18 I 086 _,, 018 1 oer, ., • o 18 1 085 •1.4 0.18 1 0 86 .1,4 0 18 1 0.86 ·1 -4 0 18 1 0 86 ., -4 0 18 I 0 .86 -1 4 0.18 1 0 86 ~, 8 0 18 I 086 ·1 4 0 18 , 0.8b -1 • o.1e 1 086 •IA 018 1 086 •14 018 1 086 .... 018 I 08& 0 14 018 1 0.8& ., 4 018 I 086 -1.A 0.18 1 0 .86 .,, o,s ' 0.66 -.\,4 ()\t, 1 086 -1.8 018 1 085 -1 -4 0 18 t 085 •14 018 1 0Jlft •14 018 1 086 -1 4 0 18 t 086 °14 0 18 1 0 .86 -1.4 0.18 1 0.86 ·IA 0.18 t 0.86 ., I 0.18 1 0--815 ·1 4 0.18 1 0.86 ., 4 018 , OM .1 a Q 18 1 0.86 .1 4 0 18 1 086 .,. 018 1 0,86 ., ol O 18 1 086 ., 4 0 18 I 086 -1 _, 0 18 I 086 .14 018 I Ollb -IA 0 .16 1 0!lft -1 4 0 IS I 086 •14 018 1 086 •14 018 1 OM ·1.8 0.18 labia 7 • Muimum Wind Soo•d (mohl for Hardi.Shingle Siding' Product Ha,djoShlngle lndl,A-1 Oaddlng Shingles H ard1cShinC,o lnOMdum Cladding Slllr,a18" Hil'dlcShmglo lndMdual Oadd111g SNngles Pl'Oduct Fastener rhlckness rype' (inches) tM 114 0091 In Shank X 0221 in HOX 15 In long lil'tlng m,11 Fastenw 5i>ac111g ("1ches) 2"""'G n31Js 55lncl,os """'WU edge Frame Type'• Min.nun 71 161n thick OS8 Ylo.:Jthlng ectrc>l)'ng wrthOOC PS2 IAinmoo, 7/t61n thl<:k OS8 "1e"1hlng ""'"""""g wilhOOC PS2 Stud Wealhe< Buildlflg Spacing Exposure He,ghi' (inches) (in ) (feet) 0 15 20 25 30 35 40 45 50 65 60 too 015 20 25 30 35 40 45 50 55 60 100 0 15 20 25 30 35 45 50 55 eo 100 1 lnstalabon must be In accordance wrth siding manufadurer's insIruct110ns 2 Knurted shan~ pins shal pene1nne the metal Imming al least 114 Inch 2017/2020 FBC, 2015 IBC (UNimat• Design W ind, speed, v,.,~'). 2018 IBC (Buie Desl<,jn Wind Speed, v"·•i Applicable to method• specified In Soellon 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC Wind exposure cat egory B 162 162 162 162 158 155 153 150 147 122 186 186 186 186 182 178 175 172 170 168 139 217 217 217 213 roe 21)5 202 199 197 163 C 147 143 ,.0 137 135 133 131 130 128 127 168 16'1 160 151 1!>4 152 150 149 M7 148 124 197 192 187 16'1 181 178 178 174 172 171 145 D 133 130 128 126 123 121 120 119 118 153 149 147 142 141 139 138 137 136 116 179 175 172 168 167 16'1 163 161 160 136 2017/2020 FBC. 2015/2018 IBC (Nominal Design Wind, Spe•d. v.-..J ,1.,) Applicable to methods 1pec1f'i,ed i n Exceptions 1 through 3 of Soelion 1609.1 .1 of 2017/2020 FBC aod 2015/2018 IBC Wind exposure CDlegtJ<Y B 125 125 125 125 123 110 118 117 ttS 114 94 Ml 138 136 134 132 130 108 188 188 188 168 165 161 159 156 154 C 114 111 l08 1()6 104 103 102 100 100 89 130 12 7 124 121 120 118 117 115 114 113 98 153 148 145 142 MO 138 136 135 134 D 100 101 89 97 96 95 94 93 92 92 118 116 114 112 110 109 108 107 108 105 <Ml 130 135 133 131 129 127 126 125 124 126 112 105 c 1 .. nt Jamgg Hardie Buldong ProduelS. Inc CAL CngtnNMg Repon No 2001-102 4 0ece!Tber 1, 2020 Page7 of7 Coofficlonts used In Tobie 6 .. 1culatlons for Vlot'I; Sllling 0eoign Load (PSF) ExnB &oC 11=-wnD ..J78 0./ Dab 103 /'ls:60 .:,1& 01 09 t 08 .. na 01 09A 1 12 -31& 01 oee us ~/,8 0 73 J 01 t 19 ~78 01'& UM 122 .._,,.a OIM lllM 1 24~ -31.8 0 81 l 00 t 27 --37.8 083 UI t.29 -37.8 G.86 1 13 1.31 -31.8 0.119 1 26 1.43 h>M .. 97 .. ., ◄9.7 ◄!)7 ◄9.7 -491 -491 ... , ... , 01 OJtb 1 03 hli60 0.7 0.9 1.08 0 1 01M 1 12 0 I O.!ilCI I u, 013 101 119 01'& 1,0,I I 22 0.786 1~ 12'!i 0!1 109 1.27 083 111 129 O.M 113 1.31 090 126 1"3 h>tiO 0./ 006 1.03 h"'60 01 09 1..06 0 1 0.9' 1 12 o, 096 118 073 101 119 Ott 109 127 083 I II 1-29 K.K,.GC,GC,, I OM ·14 OUt 1 08b -14 0.18 1 086 •U Ot8 I O 86 -1 .£ 0 18 1 0 86 .,... 0. 18 I 0.$5 -1.A 0.18 I 086 •1-A 018 I OM ·l.4 013 t OM -1-4 018 1 0116 -1 J D.18 1 OJ16 -14 0 18 I 0..86 ·I.A 0 18 1 08ei •IA O 18 f 08:5 -i.C 0.18 1 006 .1, 016 1 086 .1, 016 1 086 ., ... 018 1 DAl!i -14 Olfl I D.116 -14 Olli t Ollb -1 .4 0 18 I 086 •I ft. D 18 t 0.86 •14 0 18 1 08f, .14 011! I 0116 •14 018 I 0116 •I 4 DIS 1 086 ., ii O 18 1 0-86 ·1 ii 018 1 086 ·1.A 01! 1 0 86 ·1 .a O I! 1 OM ·1 ii 018 099 t'26 t,.&J h>60 1 0116 ·18 Q l 8 3 Suld,ng "'1igh1 = mean roof helghl ("1 feel) of a buidlng, exoept Iha\ eave halgh1 shal Ile used for roof angle 0 less than or equallo 10' (2-12 roof •!Ope) 4 V,,.,J-= nominal <te:s.ign wloCI speec, 5 v~ ~ uHlma1e dfllgn Wlnd speed 6 Wind Spead design ccoelflClont aosumption• per Seellon 30 4 or ASCE 7-10 Md ASCE 7 -16 K,.=1, l<,,=O 85. GC,,=· 1 4 (hS60) Gc;,=-1 8 (h>so, GC,,,=0 16 7 2017 and 2020 fBC Sadlon 1609 31 Eq 16-33. V.., = VJ.O sf• 8 V = beSlc design wind speed 9 2018l6C Secbon 160931 Eq 16-33. 11-• V\OSf' 10 WSP anachmant to framing must Ile designed by the project engln-to resl<t tho Wind loads noted In tho 1ablo LIM ITATIONS OF USE: 1) Festenar puloltt must be evaluated when 1nstnled wnh speoes of wooo studs other lhan tnat wnicn wns Ut-Sted Table 7 • Mlllimum Wind Soeod (mohl for H1rd10Shlnale Sld,na' 11ardto5nnc,& lndl"<lJal Cladding Sh"1Jles H"""'Shnglo lncti'Adual Oadding 511.-aloo Product ThtcMess (Inches) Faslan&r Type' 0091 lll't ''""" K 0221 "1 HD KI 5 nla,g .. ling nal 0091 m ,tia,,11)( 0221 m HOX 15 lnJong 1<1cingnaJ "'"""""' 2.=g 7l16in 75...,... ""dcOSB o~t ~.u;: ""'1DOC ·-PS2 .,._""' 2 U,ing 7110 ~ n.-t!I tn1G1<0S8 6 5 -.... '"'1ing """'llutt -ng t!dgo WflhOOC Ps:! 7/161n lhldcOSB shua1hing ~g W1111DOC PS2 Stud Weather Bulld"'II SpecW1g uposu1• He1ghr' (Inches) ("1 ) (feet) 0 15 20 25 31) AO 45 so 55 60 100 0 15 20 25 35 40 45 60 100 D 15 20 25 30 35 40 45 50 60 100 1 lns-talauon m.JS1 be .,.. accordance with sld1rig manufadurer'a IMtrucUoos 2 Knuned shant1; SMns shal penetra1e the metal ffoming nt leRst 1/4 incn 2017/2020 FBC. 2015 !BC 1unrn110 Oes,gn Wind, SpHd. V,.. •~, 2018 IBC \Buie Oostgn Wind SPffd, .,.) 2017/2020 FBC, 2015/2018 IBC (Nominal Design Wind, Speed, v..a•·•·•, APl>IIC.tble to methods specified Apphcable to methods in Excopbons 1 ■pecified In Se-ction 1109.1.1. of201712020 throu11h 3 of Section 1609.1 .1 of FBC or 2015/2018 IBC 20H/202 0 FBC •nd Wind exposure calogory B 162 162 162 182 158 155 153 150 «9 147 122 186 186 186 178 170 11i8 1311 217 217 217 217 213 205 202 199 197 163 C 147 143 140 137 135 133 131 130 121! 127 186 184 157 152 150 149 147 146 124 197 192 187 184 181 178 176 174 171 D 133 130 128 126 124 123 121 120 119 118 153 149 147 144 142 141 139 1311 137 116 179 175 in 1611 167 164 163 161 160 136 201512018 IBC Wind exposunt catago,y 8 125 125 125 125 123 120 118 117 114 94 144 144 144 144 136 136 134 132 130 108 188 168 188 188 165 161 159 151 154 C 114 I II 108 106 104 103 102 100 100 99 130 127 124 121 120 117 115 114 113 B6 153 148 145 142 140 138 136 135 134 D 103 101 A9 97 96 95 94 93 92 ll2 118 116 112 110 100 108 107 106 106 90 1311 135 133 131 129 127 126 125 124 '" 132. 123 126 112 106 Chem .blmes Hardie 8uldsng Proouru, Joe CAL Lng"1eoongReportNo 2001-1024 OecefTt>er 1 . 2020 Page 7 ol 7 Coefficients used In Table 6 caku lauons forV~ Sidonn Design Load (PSF) EmB &pC 1.,.,0 -.3111 ..J7.S .J18 -378 .JUI .J78 .,, .. ... 1 ... , ... , ◄9 I ... , ... , .. ., .a8 I <Ill I .a8 I ... , ,.,, ... , OJ· Olb 10'.l t-s60 01 09 tOR 01 OIW it2 D, D~ t 1ft: on 101 119 081 1 (B 1.Z, 0~ 113 131 099 I 28 143 t->80 01 0~ 1.IXI j,:18) 0 I 09 I Oft o., 0~ 1 ,2 o, 096 1111 073 10l 119 078 IIW 1.22 0 1Bfi 1 006 1.246 081 1 00 1.21 0&1 1 11 1.29 0flo 113 1 .U 099 1'21!1 I..&."\ h>$> 01 08& 103 ~ 07 D.D 1m 01 OM 112 0 7l I.Dt 119 0 .7ft I Ge 1.22: 0786 I 086 1-2'6 0..St I 00 I 27 083 1 It 1.29 K. .. GC. GC, 1 DA, .14 O 18 t Oe& •14 0111 t 0116 ·14 DUI t Deb •14 018 1 086 -1 , 018 1 086 ·1" Otft I 0~ ·1' 018 1 086 •tA O II l 086 ·1 4 0 18 I 086 .,, Ot8 l 0.lb ·1 8 0 18 I 086 •I" 0lfl 1 0'6 •I.ii OHS 1 08ft -1" OUI , oeer ·•, o. ,e ' 08b 1 Oftb .1, O 18 I 096 -t4 OHi I OM •I 4 0 18 I 08& -14 0 18 1 Olb •I 4 018 I 091) •IA 0.18 1 o!lb .u o,a I 085 •1 -4 018 1 086 •14 018 1 Oat. •14 018 ... , OM I 13 1 31 t O.l.le .1 4 0 H!I 3 Buldlng heigh! z mean roof height (,n feel) of a buidlng, a,cap1 thal ea•e n~ht sMI be used for roof angle 0 less than or equal to 10· (2-12 roof slope) ' V-.i1: non'Mnlll dKtgn Wind speed 5 V~1 ° uft.lmata design Wind speed 8 Wind •peed dMlgn coefficient assumptions per Section 30 A of ASCE 7-10 and ASCl 7-16 K,r1 , ~-0 85 GC,,•-1 4 (hS!iO~ GC.•-1 6 (h>60), GC,,.aO 18 7 2017 and 2020 ~BC Section 1600 31 Eq 18-33, v.., • v.,o af' 8 V • baSIC des1gn wWld •~ 9 2018 IBC s.iction 1609 3 1 Eq 16-33 V -• V(O er ' 10 WSP attachment to houng must ba deslgM<! by tna pmjed ang,n_ 10 •••151 the v.1nd loads nolad In the,_ LIM ITAT IONS OF use· 1) Fss-&&ne, putout must be evakJstad wnen lnSIAhd with spetaN of wood slUds other than um which was 18$ted ProchJd HardoShnglo NMthOd Panel Pn>dUCI I hekness (,nchas) 1/4 F8S16"8f lype' 0011()" Fastener Spec,ng ("'cll••l -· blodnailla 0215'HDx WSP 1 s·1ong ..-..Nng Mg!hanlt idti•oc so<lng .... 0 090· ltlank r: bW'Jd naal 10 02,s·Ho, WSP 1 5·1"111 -•tw,g nngsnmk ft a·o c. s,ctng nai ,.,0 11g.a 1 1141n kr,g roolif'III naJ "1 ,.-I 2,-.iu niJdo 7 5WKne• Iran tllqJOOl>dwl tadgo Mln,m,rn 1,us~ lt>cl<OSB ih°""""O ~ ..... ooc P52 ~lnmt.ffl 71101 lhcl<OS8 """""'ir4l ~ng with DOC> PS2 ........... 15132., 1htdc l)ly-..ood c:onv,vtg w"'1DOC PSI .. Table 7 • Maximum Wmd Snaed tmnhl for HardieShinnla Stdinn1 St\,d W&atllar S..,ldong Spoc,ng E.<posure Height' ("1Ches) (In ) (feel) 0 15 20 JO l5 •o 45 50 60 0 15 20 25 30 35 40 46 50 55 60 1nn 0 15 20 25 30 35 40 45 50 55 llO 100 I u 1::, JO 2017/2020 FBC, 201 S IBC (UNrna1• Dasogn Wind, Sptod, v,..''), 2018 IBC (Bute Daslgn Wind Speed, V") Applbblt to methods &pacified I n Sectton 1609.11 of 2017/2020 FBC or 201512018 IBC Wind exposure ca1egor; 8 222 222 222 222 217 213 21)9 206 21)4 201 204 204 204 200 196 192 189 187 171 171 171 171 1118 164 162 158 157 1211 C 201 Ille 191 IU 185 182 180 179 176 175 , .. 165 ,ao 176 172 170 167 165 163 162 160 , .... 155 151 148 145 142 1◄0 139 137 136 135 11 -1 0 183 119 175 172 170 168 11!6 IM 163 162 168 164 161 1<8 158 154 153 151 150 149 141 138 133 131 130 128 127 126 2017/2020 FBC, 201512018 IBC (Nominal Dulgn Wind,Spnd, Vaao.t) Appllcablt to moll,odl specified In Exceptions 1 through 3 of Stel,on 1609.1.1 of 201712020 FBC end 2015/2018 IBC Wind exposun1 cat,,go,y ,n 172 in 168 185 162 160 158 156 12<1 158 158 158 158 155 152 149 147 145 143 133 133 133 133 130 127 125 123 122 120 100 C 156 151 148 145 143 141 139 138 136 135 114 143 139 133 131 130 126 127 125 124 105 120 117 114 112 110 109 107 106 105 104 68 0 142 138 136 133 132 13() 129 128 127 1:lfi 107 130 127 125 123 121 120 118 117 116 115 !19 TOO 107 100 102 99 911 98 97 .,. J I ~ 1 ,.,.. 1o.l I 1!>~ I l-"' 1 1.0 1 ~ I 1-.: I :-,• I .:..:.. I Ibo, f11j 1-:,... 1 __J_ 1~ l:ld lld I t.1i.. ~;d 111 i Cl•nt James Hatdle &J•aiog Product5, Inc CAl tng<n8"flflg Rapor1 No 2001 • 10 2 4 Oeca<Ti>a, 1 2020 Paga6of7 s1c1 .. c D~gn Load (PSF) -710 ·"-0 -710 -/10 •/1.0 .1\JJ .,,.o -710 -710 .a,o -<500 -<500 -<500 -eoo .... Coefficient& used in Table e calculattol\l tor V.-, e.oe e.,,c e.oo 01 0~ 103 t,* 07 Q~ 10& o, 094 112 0( 0..98 11& 0 13 1 01 1 19 071 1 OI 122 071116 I.QM 1245 O..ef I 09 I 2/ 08:t I 11 1.29 0.lb I 13 131 OT 016 103 h$li0 0 1 O& t Ill OT 094 112 07 ON 111, on 1 Ot I 1D 07ft 11'.M 122: 01111b 106& 1..246 081 I (I) 1.21 0.83 I H I 29 01 08'1 103 '18 07 09 ID& 0 f 09' I 12 07 Oil\ 115 073 101 119 075 '°' 122 0./116 1.JIIM 1.2A5 0..81 1.09 I 27 O&'I t.11 129 OQQ 126 1"'11-m .... 1 o.16 -1, 01a t OM -1.t 019 I 086 •I.I 018 1 Ollb 14 018 I OM -14 018 t OM -IA 018 1 0.86 ·IA O 16 1 086 ., .. 018 I OM -t .& 018 1 D.M ·1 A D 18 , 08b .,a 01a 1 085 -I 4 0 18 1 0 86 -14 0 Ill I 0.85 -1A O 18 I OM I A O 18 t OM •l.-4 018 1 086 _,.. 018 I 0-~ •l-4 0.18 1 0~ ., .. 0111 I 08ft -t..& OHi I CM -1,4 018 1 O.~ -1 a 018 1 0.96 -1 4 019 I 086 -1 <f O 19 I 0.85 ,IA 018 t Off, •1.A OU~ 1 Olb .14 0 18 1 0~ ., .. 016 1 0116 ., .. 018 I 0~ .14 018 1 086 -14 018 \ ON. _, '°" Q \I I OM \Cl O I I u.• 1ueo11w1rsau11 u~1 < l 0 l: 1 l rJ l Ul8 J f I t,;.t:O I L L J l o r I o"' I 11• l I II Oa,t 11 , J •"11 I f~• 1 ( I i 4,, " \' I L I ♦ i U 1 • I .i, IO , ... , I-+ -I--+ -'----l INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS HS11121_P1/5 6/13 WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust-reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly-fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 GENERAL REQUIREMENTS: • HardieShingle® siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • When installing James Hardie® products all clearance details in figs. 1,2,3,4,5,6 &7 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardieShingle siding may be installed on vertical wall applications only. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Figure 3 Figure 4 CLEARANCES Maintain a minimum 1" - 2" clearance between James Hardie® products and paths, steps and driveways. Figure 2 Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. 1" - 2" min. 6" min. siding Figure 1 concrete foundation 1" - 2" min. trim flashing Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer’s instructions. Provide a minimum 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. joist 1" - 2" min. water resistive barrier flashing deck material ledger siding startercourse Siding EFFECTIVE SEPTEMBER 2013STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES Visit www.jameshardie.com for the most recent version. OUTDOORS 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Best: i. Shears (manual, electric or pneumatic) b. Better: i. Dust reducing circular saw equipped with a HardieBlade® saw blade and HEPA vacuum extraction c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) INDOORS 1. Cut only using shears (manual, electric or pneumatic). 2. Position cutting station in well-ventilated area - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark - NEVER dry sweep – Use wet suppression or HEPA Vacuum Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using “Best”-level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. SD083105 CUTTING INSTRUCTIONS ¹For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com IMPORTANT: FAILURE TO INSTALL AND 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 THAT YOU ARE USING THE CORRECT HARDIEZONE® INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. STORAGE & HANDLING: HardieShingle®1mo. ~'1}lJamesHardie ~ HS11121_P2/5 8/13 Figure 7 KICKOUT FLASHING siding 1/4" gap flashing Do notCaulk Figure 5 Figure 8C Maintain a 1/4" clearance between the bottom of James Hardie® products and horizontal flashing. Do not caulk gap.Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutflashing Self-adheringeaves membrane Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 6 fascia siding 1" gutter and end cap TRIM CONSIDERATION: Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). GABLE INSTALLATION: Figure 8DFigure 8BFigure 8A Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : “…flashing shall be a min. of 4” high and 4” wide.” James Hardierecommends the kickout be angled between 100° - 110° to maximize water deflection Figure 9 Figure 10 Figure 11 Figure 13 Figure 14Figure 12 Installation over sheathing is recommended (Required for Individuals) for gables.* 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16”* to both the left and the right of the center line and snap a caulk line 3) Measure up 2” if you are off a roof line or ¼” if you are starting above a band board 4) Set the bottom of your 1 ¼” starter strip at that line 5) Place your 8 ¼” Starter Course -bottom level with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center (If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately ¼” above Key ways 5 per full panel Center Nail can be either one of the keyways. (Stay by keyway to avoid shiners) (EX1) Blue Dots show nail placement 8) Measure up 7” with straight and 6” with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 1/8” Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Find center of gable; Snap a chalk line 1¼" starter strip - Make sure to meet clearances at roof line and/or horizontal trim First shingle goes on far left chalk line Second row begins at center chalk line Use left over and new pieces, where necessary, to fill in opposite side Third row begins at right chalk line Snap chalk line 7" above first row for second row of shingles Snap chalk line 7" above second row for third row of shingles Snap chalk line 15¼" from bottom of starter course 8¼" starter course in line with starter strip 15.25 7.00 Snap chalk line; 16" from center to the left and right *Panels can also be installed direct to stud up to 24"OC. Note: Snapped chalk lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 ½” or larger such as dryer vents should have a block of trim around point of penetration. I I I / ' - r---- L./ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / ..IE:! rs ' ' ' ' ' ' ' ' ' ' ' : : ' ' ' ffllll~ I HS11121_P3/5 6/13 Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 43, based on maximum 7" exposure. HARDIESHINGLE® STRAIGHT EDGE PANEL COVERAGE 7" EXPOSURE HARDIESHINGLE® STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" Steps 1 - 4 REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Figure 16 Steps 5 & 6 secondcourse 8¼" HardiePlank® lap siding trim first panelto hit center of furthest stud 1¼"starterstrip 15-1/4"panels sheathing water-resistivebarrierTrim 1/8” min.gap for caulk DO NOT NAIL THROUGH THIS AREA 16" or 24"o.c. 3/8" 7" position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges. 15-1/4"panels 1/8” min.gap for caulk 7" 7" firstcourse secondcourse thirdcourse Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle® Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HARDIESHINGLE® STAGGERED EDGE PANELS INSTALLATION Steps 1- 4 Steps 5 & 6 Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 50, based on a maximum 6" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15). HARDIESHINGLE® STAGGERED EDGE PANEL COVERAGE 1/4" gap. Do not caulk. band board Figure 16 Figure 15 HardieShingle® Staggered Edge Panel Installation Install HardieShingle® panels with joints butted in moderate contact. Due to overlapping of the joints, caulk is not required except where panels abut trim boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlank® lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 & 17). When installing over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and flashing. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course, by removing the equivalent of one full stud cavity (16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. secondcourse 8 1/4" HardiePlank® lap siding trim first panelto hit center of furthest stud 1¼"starterstrip 15 7/8"panels sheathing water-resistivebarrierTrim1/8” min.gap for caulk DO NOT NAIL THROUGHTHIS AREA 16" or 24"o.c. 3/8" 6" position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges. 6" 6" secondcourse thirdcourse firstcourse Note: For aesthetic purposes you may trim the bottom of the panel to create a straight edge. If doing so, ensure all cuts ends are properly sealed and painted (fig 14) 1/8” min. gap for caulk _J __ _J __ I I"--~---~ L--._-- + I I T :---.. -- + HS11121_P4/5 6/13 HARDIESHINGLE® HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle® Half-Round Panels to both framing and to 7/16" thick APA rated sheathing. correct alignment Figure 20 HARDIESHINGLE HALF-ROUND PANEL COVERAGE position nails into framing through previous courses. Only when application is to minimum 7/16" thick APA rated sheathing, position nails spaced a maximum 13 3/4" o.c. Allow 3/8" from panel edges 8-1/4" HardiePlank® lap siding Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. 15 1/4"shingles 1/8 gap forcaulk trim board 16" or 24"o.c. water-resistivebarrier* sheathing 1 1/4"starter strip trim first panelto hit furthest stud 7" 1" 3/8" HardieShingle Half-Round Panel Installation Install HardieShingle® panels with joints butted in moderate contact. Due to overlapping of the joints, caulk is not required except where panels abutt trim boards. (fig. 20). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8-1/4" wide HardiePlank® lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 20). When installing over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and flashing. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. HARDIESHINGLE® INDIVIDUAL SHINGLE INSTALLATION HardieShingle® Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16" thick sheathing. Fastener Requirements 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used for fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle® Individual Shingle Installation Due to overlapping of the joints, caulk is not required except where panels about trim boards. Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (fig. 19). 1) Install 1 1/4" starter strip and a 8 1/4" wide HardiePlank® siding starter course. 2) Install first shingle from the end abutting trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course, leaving a minimum lap of 1 1/2" between successive courses, again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. Figure 18 HARDIESHINGLE® INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Width 4-3/16" 5-1/2" 6-3/4" 7-1/4" 10" Number of Bundles 3 6 3 6 3 Pieces per Bundle 15 15 15 15 15 15-1/4"shingle sheathing water-resistivebarrierTrim 1/8” min.gap for caulk 16" or 24"o.c. 8¼" HardiePlank® lap siding postion nails on nail line a minimum 3/8" from edge 1¼"starterstrip 7" 15-1/4"shingle 7" max.exposure spaceshinglesmax 1/4” apart Leave a min. lapof 1-1/2” between joints in succesive course Install with the widest part of the shingle placed downwards! 4) Start the second course, by removing the equivalent of one full stud cavity (16" or 24" OC), again abutting the cut end into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. _J __ l o-- DO NOT NAIL THROUGH THIS AREA •ai..---o c,--0 - HS11121_P5/5 6/13 PRIMING & PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie® products must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlus® product versions of HardieShingle® Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A ) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENINGGENERAL FASTENING REQUIREMENTS James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer’s written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw off the spacing above the break. Figure 21CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum (1") thick trim CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. Figure A Figure B countersunk, fill & add nailsnug flush DO NOT under drive nails DO NOT staple CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. • Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle® siding with ColorPlus 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 caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290, HardieShingle lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 International Residential Code for One- and Two-Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardieShingle lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications Please visit www.jameshardie.com for Additional Product Information and Availability, Installation Information, Warnings, and Warranties © 2013 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. is a registered trademark of James Hardie Technology Limited. 1.,0. A B C D ~1,~)°JamesHanlie