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333 8th St RES19-0216 Win/Siding/Shed ,rS'=j1j % RESIDENTIAL PERMIT PERMIT NUMBER � CITY OF ATLANTIC BEACH RES19-0216 800 SEMINOLE ROAD ISSUED: 7/17/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 1/13/2020 MUST CALL INSPECTION • • • 1 PM FOR • • ON ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • ' CODE, ' AND OF • OF ORDINANCES . ALL • i OF PERMIT APPLY, PLEASE NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 333 8TH ST RESIDENTIAL ALTERATION 3 WINDOWS, T1-11 SIDING $11000.00 RESIDENTIAL ON HOUSE AND SHED TYPE OF • • GROUP: 169964 0000 ATLANTIC BEACH COMPANY:-- ADDRESS: CITY: STATE: ZIP: SUPER SIDERS AND TRIM, 65 W. 9th Street Atlantic Beach FL 32233 INC • ADDRESS: COSTELLO GRACE C 333 8TH ST ATLANTIC BEACH FL 3 22 3.3 5=l 35 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $110.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $169.48 Issued Date: 7/17/2019 1 of 2 City of Atlantic Beach APPLICATION NUMBER SY ,� Building Department (To be assigned by the Building Department.) C� — 800 Seminole Road Atlantic Beach, Florida 32233-5445 p, Phone(904)247-5826 Fax(904)247-5845 Date routed: d x�`�,t y:• E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S3- (5 C� l Department review required Yepf No uildin10/ Applicant: l) 1 (��(�?S C` �Il11 Panning&Zoning Tree Administrator Project: w 1 fV DOVJS CL(` Public Works Public Utilities Public Safety l CZ Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. []Denied. ❑Not applicable (Circle one.) Comments: /VOt✓ CB:U::ILDIN PLANNING &ZONING Reviewed by: Date: -7,16 l TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 NOTICE OF COMMENCEMENT State of <r c(/e9 County of �k�/ Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. a� Legal Description of property being improved: (r �-- 1 �z t j° L c>+ I F-) LK , y Address of property being improved: General description of improvements: Owner: 1901a-e4 . (- L110 ss: Owner's interest in site of the improvement: A,,me-- Fee Simple Titleholder(if other than owner): Name: �J Contractor: n/e✓ern, fjeveS iA"I 77- @ Address: 63 g 'h :54, Telephone No.: yZ$-3T3Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person ing a loan for the construction of the improvements Name: Addres Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: eiacP C �l5lello / Address: �33 0 �j �V die Telephone No: 9D 0 Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 7 / Doc b 2019164157,OR BK 18863 Page 1440, Before this day of � in the Cou o Duval State Number Pages:1 ��� �+ „c�(rD Recorded 07/15/2019 10:29 AM, Of Flo Ida,has personally a ared 05� 11 RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Personally Known: — — or COUNTY I Produced Identification: nA RECORDING $10.00 NotaryPublic: My commission expires: ;dpi, TONI GINDLESPERGER MY COMMISSION#FF 924951 +: *= tober 6,20,9 ?, EXPIRES:Oc �P &:nded Thni piotary Pubfic Undernriters Building Permit Application Updated 10/9/18 1 City of Atlantic Beach Building Department "ALL INFORMATION ~ 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY t3� IS REQUIRED. ,QPhone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: /�� liJ1� Tl/ L✓[ ccr �P(L/ Permit Number:t G9c)424 —0000 Legal Description 333 �'� <ie _ RE# Valuation of Work(Replacement Cost)$ // 000. 00 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will trees be removed in association with Proposed roiect? ❑Yes must submit se crate Tree Re o al Permit tNoDescribe in detail the type of work to be performed: elClk� iOM 1 t% �/►�d✓G S ,Q w iIea �IO Flor a Product Approval# 176,76 ,15' for multiple products use product approval form Property wner Information �/ / Name �cC L fl 5 nO Address 3 C� die City e el— State Zip 3 3 �3 Phone E-Mail !o i e/% r, n J`- Owner or gent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information r Name of Company 511.9,geS,660,5 e Qualifyy''�AgJeDt�� �L�IrG'M ► M LAS Address X33 ��ee City �- �L—e AL_Stat Zip �ZZ33 Office PhoneJob Site Contact Numb State Certification/Registration#' E-Mail f�* �! L���/� �/'S /'pry Aim., GOwy Architect Name& Phone# Engineer's Name&Phone# _ Workers Compensation Insurer SLC K Z OR Exempt❑ Expiration Date 20 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work Anstallaticohas ON commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulat r� construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIG N WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements Jta3 Q ZZ permit,there may be additional restrictions applicable to this property that may be found in the public records of this county�pn� Z H there may be additional permits required from other governmental entities such as water management districts,state agenciR W 0 p' federal agencies. 0 W h- Z t a 0 t OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with W U Q U C 14— applicable laws regulating construction and zoning. ioZ M z�' 0 < 0 LL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAS _ c RESULT IN YOUR PAYING TWICE FOR IMPROVEME Y UR PROPERTY. IF YOU INT�II cc TO OBTAIN FINANCING, CONSULT WITH YOUR L DER O N ATTORNEY BEFORE ❑ © a � a RE RDING 1�0U NOTIC OF COMMENCEMEN e y �' w p U _ ( ' W V in W CC(Signature of Owner or Agent) a ure of con tier) L LL, U S ne and sworn to r a irm )befo t ' tay of Ane and sworn to affi ed)before me thi �C?daXy of a ofcb ,by GI` �f �.-...r-.��-.. .-�..xxnra.,n_-:s.e.•�acr, 4:m. k •I GNDLESPER'_ of Nota ( ' nat f No ?� •,x F'hy CO'���1MISSION#FF 92490 EXPIRES:October 6,2019 Branded F u Notary Public Ur:dera�tors [ ersonall j �, 9� TONIGINDLESPERGER G,:.[ ]R'gr3g1s3Jt�>C y Known OR [ ]Produced Identification //��' ['U [ ]Produced Identification ' _ MYCOMMISSION 0FF924351 Type of Identification: l . 0 --. C: �j e'6 Identification: '. ;a:` EXPIRES:Octobero'g `� •.P,f; .•` Bonded T hru Notary public Underwriters 1 qPP,- . l 3 � FIT I COPY Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figures Roof to Wall Horizontal Flaqhing ktf"koit Fl&4j11!(j I;i;ib,,,. slo75 to, �2winc As required Z-Flashing by IRC code min 41,x 4 Min,1/4" Do Min. in.1"2„ Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Stowo Sheltered Areas L-Flashing Z-flashing Z-FlAshing Z-Fl ing -Flashing Mi hi no 2"' Min.'/4'-' 6- I Y41" Min.1.1i" Figure 12 Figure 13 1 Figure 14 trip Edgf3 BIOBlockPFfletfatIO11, "al Z-Flashinig— min /4', -A FASTENER REQUIREMENTS;r,z�tal attior for Hardlepan�( laps Wig OFOOL)cts.Fare natkirig vioulconlY be iscc wve reciuecmy coce fol'101 W'to Bin�Naffing's Mc Ofet,2!fc-d r"iet"c Of qj allnq( teasesPeJ4 TeCh bojejr '7 for exemptonM- ffa- Pin-backed corners maybe _j�t" -Of,jtrrlion r i P substitute for blind of 12CO nailing. Pin-backs shall be done with finish nails only,and are not a subst! done for SOSUWW Purposes Only. FACE NAILING BLIND NAILING Nails-Wood Framing 267"W i 2" 6:19: Nails-Wood Framing HD f 2 lu',9; •rj!t,113'. spajjv, _,I)11 2,jcng, 5;ianK YL 0.221 slaing nail 101f)"slv:�'K x 0.22 It),.I— 1_7 K)0'15 ICM, Screws-Steel framing a ; ga.`OGT"KJ It r eqij%,ajenT(No _18 crews-Steel Framing ' lQ Scr,�ws Must •a Rotted"ie-heaJ -treads into MtV 1'alTV119 ainriec Viafer-npari cr;-Oil valent(No.F,x 1 ';4'10119 xi7r)' ,,323"110)Screws must reV.`lrate I npr'etfate 3 1hrea0s,11-3 npti�f,ariinlg Nails-Steel Framing arKX0.25 H-Ox"'2' r"'g, Nails-Steel Framing - "2' ET&F pip or eojivalent 10 t 10 1 3, Shani<.t 0 1 1".00011 31'�, HD -lust Oel*"'e Parielfast na if"O'4Er" NaiLs.1 m 71,16" In!jst pele'VOITr'11inirailn 1-4 iteral f err tx). OSS mwmu 21 2"lot ig)- OSB minimum 7116" 17 Y.1 705 Ong': 24- I (001'rig tvatt to Y. Irrig x 71. HU :alert IN • Figure Is Figure 16 ,4 Minimum overlap for Both Face and Bfind Natifing 3,4 5. 1 1!4' oieria hale,Rell" s immediately after installation of each course for CGIO(PIUS41 Produrt Laminate sheet to be removed ' HardiePlank /M & Lap Siding � .lamesHardie EFFECTNE SEPTEMBER 2013= SELECT CEDARMILL`•SMOOTH •CUSTOM COLONIAL SMOOTH• CUSTOM COLONIAL- ROUGHSAWN CUSTOM BEADED CEDARMILL` • CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK (ANT:FAILUIIE Ti INSTALL AND FINISH THIS PWC)DLJCT IN ACCORDANCE bViTH APPLICABI-E NJILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRU`'11ONS MAY LEAD TO PERSONAL INJURY AFFECT SYSTEN11 PERFORMANCE VIOLATE LOCAL BUILDING CODES,AND VOID T11-11- PRODUCT ONI2`i"V rNFiRANTY.BEFORE iNSTALLATION.CONFIRM THAT YOI I ARE USING THE CORRECT HARDIEZONE PRODUCT INSTRUCT045 INSTALLATION Of HZ1C= PRODUCTS OUTSIDE N.1 HZ10 LOCATION WILL VOID YOUR WARRANTY TO DETEHMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATIONNISIT WWW HARDIEZONE.COM OR CALL 1-b66.942-7'3431866 9HARDIEi —_-- STORAGE & HANDLING: -CUTTING INSTRUCTIONS ---- -----------_--------__. ;nr¢ r Itl$ia) ti l '.1e`.cr I 2 K;iin .fl'I"MV n n x 7C:Q'lE 1 1fXtid'Y.df✓a G Pr.u80r C.:t•t'w 5.3 G'' -.sta".3 tT'ay'feSU1'+r _7 u,s'rq, a+:ane ,dr,, 3uxs Ja e�r*�o rrrur 'x i+c a ru .wa L • •,�c>< ,.:,:� :nr�:� v•:� -Y-k-1,F,:: t,r &i i:,arz rTV.,1.1 tar-•,f>r•+aA!�,rY-;., x^--'�°,r• no resrion lri ^r warm .1, xer swage and ra'c e' '�?y2tli3aP Sall��d:-!J{FA lLCtt.1"1 eY'dGI}.. -rvt._K).,s._ JS+:1•r.[ ..,,(,-:sSrX 1 •'r }„ 6 1 •. gacrenroror•.hx�:..rtat �karFsa• 3oel K'.:;;.r{•.;' ... .,:._._ :tip-: r:.sRt Y; e7>r'd¢1.-.:....Y. :. f pYattriat Ja .7nw".0 o,e,esx�nJ YwJ.1KA ^P a�{e i.�.',es aF r;�erg S"!iia e cJ^rq �r�z d e2 dam can)A ��it�ut_-'fir ,•cl dill t�F.5 l w rxe •'� a' W:8T'Cb7a G, G t-K• r 7 '� .,;n t,„`i±U :dr-E:n{rrlF ,�.P.a -r7 r"--- ------ : _,Jr GENERAL REQUIREMENTS:~-- • NareiePiank ap s�aing can be installed over orawl wood or steel stuns spaced a maxithick OSB sheath mum of 24"g c or dlrectiy to rnin.mum 7/t fi" i g Zee general fas'el'`ig'equirements.I,regularitles in`rail'ing and shealnirg can mirror through tt1F fi'lisherl application- • °nr ray+on cn a Sfa;rng James hia div,prgducts over foan+can t-,e locaiaa i JH Tech 8tdletin 19 at w.vv;j�gh�ore^on: • 4 vtater resist:e Garner is required,n accordance tlntn local buiiding code,equireinents.The vata resst:i'e barrier mus.he aapropnateiy installed rrltll oeretrat on and juicbon flashing in accordance wirh ioca,budding code reouircments James Hardie viii assume no responsibility for vi.,ater Infiltration James Hara!e goes manufacture Ha c''Wrap Weathe-Barrer a ror-woven non-perforated hot>Se:,'rap.wh&COMM es yi.'h mild nor Moe requirenlrtr'fs • 7dh�n installing Jaynes Hartle prndurts a!c! ranee t tales;n figs.3 14 rn.rst be to'aoy�rec. • Ad acerit finished grade nuts.siot>e ala;fI0r1 the buldirg in accxdarce rtith loca b3iding''oue3 Figure 1 Doublewan SingleWaN typically a m nim ut r of& in the f.st 0' Construction Ca IRruction • Do not,Use HardlP?lank iap siding in fascia or T'll applica"n'' -' • Dr hat>rs ali Jam, Harare prodixiS surf;that thEy play remain if,�rrract:vth s ndr nater • _j,6•r,ePlarlk lap sid ng 914 1]e If istailea on`lat Vertical-,7a',l applicatl')ns only, • -gr Target projects.Ir�.utl!ng cntmerciai ano muit-famiiy projects ;."sere the span of the _ gall is significant i-1 ierlgth the designer and'or arct,itect should i<�Ke Into consiae align the ;,lefficient of thernla:2xpanSig^and mast re movement of^le product in:he r design r T'iese Values Can i)e`ound!n`;rte Tect!nica BJlletirl E�)attsiUri t.'18riiC'.i�'r StiCs of James f ktrr!� S d r y Products at'r:^.vw.,an!,-sHar�-com ase stain.rJ/a Kid*)ase paint.or powoer yowling on Jan1eS HatOie ProduCs INSTALLATION JOINTTREATMENT Figure Gne'or alae of r,e fr!I a-agjont`reatr±cnt cp.j''s � I are r24utred by rbc? ralererr.-ed 2009 IFC a<a R70'3 2; A.Jartdashina iJamzs t-,argue reca*,merec; r y ) r .x netriec es sieve k i. s Jlklt,' G Jtkt v w 1 X fo, t,J�Ct''^�a f JI a'Sitk :.rea5;)h5 3s ti•,n I 1 '2Gi'ntnG a'1C;r,(,:,')I�:�Villi'.•,2athE." - _ ;tt#terentl . or ttx:saga r�asor `�r�r- R - de'�di caulk r ail I>~arls oa � .,� r,- •• / __..,. , c,U'P'Us prCK>lk.tb t •�;is 1 ',,l�` ' 1� 'u J'�r-,,ti r'1:rp n 5 r•' bf`�`�+u }:r ,1�d!eCl i 'x-f;i'.J C�ir^aFttt R''`at .,+t,:^, tJeatne.Sanr,e, ,ms zre� larch a. .'66 th r u f•rY;:.1C.GIla1 irfG 71 a..�, -hafC,eVsrdn WARNING AVOID BREATHING SIUCA DUST h tiCF P 7 r� t r' S c JS.":3 e eG t `i i. f r Sia:;s f:•. &2 s7 ✓t r x , /jr 10 }ENFRAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Falterers nu;st ne ro+rosior esis!ant galvanized Or staff-less steal. James Haraie products can t>e nand railed o-`asterea..,+tri a Dne}'na'i::Tc, E ectro galvanizen are ar-eptabie t;Jt!ray exhibit prerl3ture C;t'rosior Pneumatic fastening,s highly recommenced Set air pressure so t^at'."_ Janes'r:araie ccormmnc3 Iter use of ouai!h, ho?-dipped galvanized nails fastener,s driver sr-via with the selace o`t e siding.F flus•mou�t iarlr:s M-:2!d!Q 5 not reSpCd?Sih.e f0.11 0(crfoslon resistarre of fastener. attachment on the pneurat.c tar.is riconlivnde,G. This Vti!i help Contro!'he etc ' steel fvener�_ar-,,rxorrinlended t';telt r'ista,lirg Ja±ltes Hardier depth the nail is driver it setting the wi dept^plOves difficult.choose a r c!t near the ocea" 'arae 000ies of v;atar or m ver;hurild c!!riates. sett ng that Jnder drives the nasi [Orae under dr:.,an rails sk..g vAh a s'no-oth fare l hamrr+er.pre,not appy for instaliatior to s na!`rar,inr' Mai'Jac,jre,s c`ACQ a+'v"CA i)resarvalv'e-ifeateo emo 7eC0`lYUarle Spact•` r• barriers*r� a t t f r` !ate-ialS orot lerpYys;r a ba iers prevent dirEC,contact 0,AC or-A presen;alvve-ireaied wf)W and aiumfili i'prodUCiS.Fa�terier5 Used SO a*a #r� .-. CdunterSUti�, (\\y HardieTr!n ral;s to p esE 'aCve sea:«d:;000 shall be of riot ripped \,�j/ moi' fill&add to ! �if.�r! DO NLr DO NOT z eoaiec gahlar zee r.e.Or stainless steel andw,ac a dare e to 2Ct iRG ;; R •"r 'T 2';,09 BC 2 s!,.r+r Figure A Figure B under drve nails staple • % r;lit aapllCe ka rror:ict evaltiat!or or'.!stiou,fcr correctfasteners Cipe aro t:;a ement to'cn: vo specffrec aesgi wirxl loads. PAINTING • .OT= P lisfled vru,t loam may not be app++cable to all meas elriere Loi al � DO NOT use stain.oii-a*yo base pa nt Or p0"oder coating Ort aures Hardie leil &.p ding Code`:have soecffic Jtrlscictior Co!rult James t'aroie Tect:nical Frootr IS..;ames Hardie orn-ducts must he painte;Nithir.'BO days for pr!n se-.;cis if you are ur' Jre of applicable compliance da.tlrrentatior (XixlUGt and 9J days fOr nor+nled 1.00 `:acrylic toocGats arc re�orvvrendec . �r e fasteners p�,M, llicUar to sic:fq ar�1 franc•+y Do not pant wrier,.;et For application rates refer to paint marufactuters • a:,(e"cr heads shnJ't f t gwug against Slingnci a -`Pace i :lig r�er`!,3t,CrS.Bark fo-1!rq!S re JrtmP!rir(f!f'!te SiCtrtp Ya;Yt • �o nc^Over Drive r ?adS ordrrye t a! at 2n anglE. CUT EDGE TREATMENT • ria,i cuu dets-Jrk ria i nose anc a,lc a ria;.(fig B% r Caulk.paint or prime all field cut edges.James Hardie touch up kits are • Or,: O(( framing Urx'Yer nn;en rats,�ould be hit flush V)the p ank %,it a required to touch-up ColorPlus products. Ya^lr e :For steel fro ting remcre arc replace nails. . r�OTr wreve'er c str^L'r81 iter.ne is present HardiePiarrk should Y CAULKING asterad even sf.,.irxf?o thI C920 e strOrt!y a+member The sabres aaOW 111 tired tG CSB or pirrxx i�sto ltd r:r+ly be leo r.telt tradrticna frau.r,a>< G aoe N.S.Class 25 or higher o a Latex an riastonleric t ointll Sea con' clomotying�ithfASTM ,lot a,ailaoie ed head Waifs. Ci33d CauikinrJ'Sealar'must he applied in arcclydattr ".tiitl the • Do not use aluminum fasteners,staples,or clipped raulk!ng,'sealant manufacture`s"vr+sten inst<uctbns.Note:OSI Quad as wet as some other caulking manufacturers do not allow tooling. CDL(3RPLt1S` TECHNOLOGY CAULKING.TUUCN-UF& LAMINATE t i vv eOffair' •Care st'ut)id ue taire!� :et hardting arra cJtt,flg Janes viarci 2r coke Fhxs WOU,lcts ourir f utst'c'rci+Or "Se ,ret soft C otlt cls soft ixus t,o to't i' ' G- Iesdr or corstrUctior'lu'A eft on tate frortJct.then rinse 'Mh a garde I'll")-Se. •TeJe�up ks.SC"aGe anC'tail heading the�8!-ea Js"+ih nc'3lHd"'OL)del�iap svlrrt9 t m ColorPlus Teclri00g)sGarir. y arg?areas'etA ire 'N' uP replaL, • tlinatP.Sleet mu,,t hr rerno`ted in1me02tely after 1r1Sta'ia`i0n Of£n h rOr qla. •7ern!rate non facto yrut-ems into trim water'pG,rr>e aW caulk e lorcoater a rail ab a mmyyotn Co o Plustprociur, _jeater ColorPlus ~odJct deo c; . Treat alt eche!nor`aMGr,rut eo(;es usirrJ the Coto�t s Ta noicgs r rail aC71,cts Note:Jattkr5 Hat �F'�rtJt.rattan?j1k;Elsa J t tri;{d part'i t,]UCY;U 0! Pa `` user:as tUuct?up ort James Hartle c b, t� PrGbien':5 w+ttt aGpea'a'>=:a 0 per! orrtarce arising from use Of t"1.r:pang tC.,C'1 Jp tom!":S or p2.+its tied as touch.ep plat are not James Hardie tcut�uG vvili rtct he gyred Uncle!the Janes Harrjie CoGr�"lils Ltmted F nr li Mfralt, 1 ING AND TRIM PRQD"TS WITH COaLbRPlaraS u TECHNOLOGY EC 0cp0 a p rati'r': PAINTING,DAMES HARDIE S D m)z"'lb1Wj C yPII i urry a �dft o an;71r:r,tdrte0 ntkt2t;hov, of tegadr+g SA •Ensor the face fa. ReC nt!. is >or^tai v rot neressar acryltftorr.)ate ace fecontrteodeJ r Gee, apol,^.at+on n'etttods.and aWiical On'empe'a,vK ' •00 td0`use slain, n ac_11kyo oase paint Or cxdancE With Gaint mantrf2 tu2rrs;Cert n nsTMucrtior s Qega c my age •Appti fnish coo, rcxlucts.ref-u,Ole Colorp)s toJch-up sec,on •D J tdOT ca:ltk rail trails v,rwn using Caierf''Js G y to .� COVERAGE CHARTIESTIMATING GUIDE Nuruler of 12'planks,Coes^ot incetide rrsie COVERAGE AREA LESS OPENINGS HARDIEPLANK LAP SIDING WIDTH Sc 514 - 712 8 1 A 9.4 912 St;_ (exposure) 4 5 7 8 8 - 1034 —- 25 2G --- 16 i5 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 QO 80167 64 59 57 50 50 37 5 '25 '00 83 80 74 71 63 53 47 6 '50 120 00 96 89 86 75 75 56 7 .15 140 1'7 '12 104 100 88 Be 65 6 2011 '80 133 128 1'9 114 100 100 74 9 225 180 '50 144 133 129 113 113 84 1C 250 200 :67 160 148 143 125 125 93 275 220 183 17C 163 157 138 138 1C2 12 300 240 200 192 178 171 150 150 112 13 325 260 217 206 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 5 3375 300 250 240 222 214 188 188 140 ?C 466 320 267 256 237 229 200 200 149 1' 425 340 283 272 252 243 213 2213 158 450 360 300 288 267 257 225 225 167 1c 175 380 3'7 304 281 271 238 238 177 2C 500 400 333 320 296 286 250 250 186 711!S L'Uti?r8j;Ch3R is IT'°8111 aS o pdE. +C dtal USaUB S>ltli?Ct T(1 Val ante-,sjfi is 1)tdd;N, de51gt Janes Hardie ores not aSSU'lle' ortSit;R`itf fnr%,er or.:alar nr(i nnq of nrcdncT totfu:sVee`�nr o+e2'•Ob2o09.87AT2inerancnaiRe cenual 248F2 efor 0StateO' s and rhe 20K 2005-&2012 Lnr natana 5�Ydn3Code harder d�+laG sdrr,s aso recd zeo10'4P Hca"""7'6low'ng:Cnr of L-23 ret es Resea<ON MEat RECDC>FitPq\:naocaaareeaniCGEsEvakia�o2Inlei ma.s30.HCodetalo az-ano 6tecOgnzeoasasnax ani ,o-ranw•fDMefen9. MatenalsReleaseInk Texas OKar"-t f as krceP-11 a�rEG23 atyrhewYon MEA22393t1.xoGa<rf�na .I.3noa -+ngFLMe89.?aceCox,ryF*daNpANo.L2-072902-uSDeot ofHtD resuwQetidnKpm�= tbrspeck' a DSA PA-019'hese wr>e^!s 9x ula 3%c be rkeC f:)am n ai nb^+acar conoemvq i2013J&Ies-ta1dKeu»dMa"duc'saEngbarese^.e: Additionald alrningIarea'taiiab JamesHardie TM SM a-e oer ote tradeflarks orre7swe-ttadelr ks 1 Warranties.and Warnings are available at ,lames HarCie Tec n logy Lmted I`n a registered tra02mark 1ww•jameshardie.00m p of James Hwae Tec-ogy L-1- r anufas'K a leg'ster d ttade^•a^c Ot=Tb'•:a51E"ung SysP.'^s Inc RONALD I.OGAWA ASSOCIATES,INC. HUNTING WARNER BEACH, C 9264 HUNTINGTON BEACH,CA 92649 / J� 714-292-2602 714 908-1815 FAX / PROJECT:RIO-2300-11 JAMES HARDIE BUILDING PRODUCTS,INC 1-888-542-7343 info@jameshardie cam PROJECT Rio-2300-11 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2N, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4-8 DESIGN WIND LOAD PROCEDURES 9-54 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 9 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 10 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 10 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 10 TABLE 7,ALLOWABLE WIND SPEED(MPH)FOR HARDIEPLANK SIDING 11-54 LIMITATIONS OF USE 54 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7- 10, THE 2010 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: ",Jf JJJJlavee 140" GA RONALD L OGAWA&ASSOCIATES, INC. 5801 WARNER AVENUE, #1376 HUNTINGTON BEACH, CA 92649 =" N1, 24 714-292-2602 714-908-1815 FAX citATE�Of L , FSS/OHAV 0 e/J/rJ/I� Page 1 of 54 RONALD 1 OGAWA ASSOCIATES.INC. 5601 WARNER AVENUE,9376 HUNTINGTON BEACH.CA 92649 7%292-2602 714-908-1815 FAX PROJECT;RIO-2301-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-868-542-7343 infoo)arneshardie.Gorn IC VPAYVA�'`., Alkr7iahlee,lNlimatelavab�,Norrrnal--- ,♦s` �.•;; •$, Design Wxul,Speed, Design V*KI,Speed, A 9-second usl n h 3-second usl mph ♦ !!'x-'r Applicable to melhads specified In 1201218C. Applicable to methods 7 specified in Exceptions 1 l An/OF j , �,♦♦ 2010 f8C1:Rcllon Ihrcugh 3 of(2012180, 4 1 ;tt, 1609 1.1.as determhed by �'a,�(~•.FtOR�Q ' \� 4R 1�) 2010 1 Section 120 12 19c.20 10 FOCI �F.Ssf D�aL 'Ill Wind exposres ure cafe C ory 1ft(IIKI ex160911ponsurecale<orY Siring Coefficients used In Table 6 calculations for Viz Product .S'tud &nk)ing -- ,_.. _ .Aif as e Wdih FasteFF Frame r Design Product Thickness Spacing Heghl' B C D B C D lwd (itches) (incites) TypType (inches) (feet) IPSP) Exp B ExP C Exp O Ka K, �r GCr, �- 0-1 17 157 14 134 1 1 0 -43.0 0.7 085 1.03 hs60 1 0.85 -1.0 0.16 20 173 152 139 134 118 108 -430 0.1 09 108 1 065 -1.4 018 173 149 136 134 115 100 •430 07 094 1.12 1 0.85 -IA 0.18 No.11 30 173 146 134 134 113 104 -43.0 0.7 098 1.16 1 0.85 -1.4 0.18 X 1-314 2X4 35 169 144 132 131 111 103 •430 0.73 1.01 L19 1 085 -1.4 018 HanliePlvnk Sr If 75 long• Blind nail )wod 24 40 166 142 131 126 110 '101 •43.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 Roofing Hein-fir 45 163 140 1 1 8 108 1 -43.0 0.785 1.065 1.2d5 1 0.85 .1.4 0.18 nail 50 160 138 128 124 107 99 -430 0.81 1.09 1.27 1 0.85 •1.4 0.18 55 158 137 127 123 100 98 -43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 •430 0.85 1.13 1.31 1 085 •14 0.18 100 130 115 108 100 89 84 •43.0 0.99 1.26 1.43 h,60 1 0.85 -1.8 0.18 0.15 166 151 137 1 117 106 -398 0.7 Obs 1.03 h960 1 0.65 -1.4 0.18 20 166 148 134 129 113 104 -39.8 0.7 0.9 toll 1 0.85 .1.4 0.18 25 166 143 131 129 111 102 -39.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 No.11 ga. 168 140 129 129 109 10D -39.0 0.7 0.96 1.16 1 0.85 -1 4 0.18 X 1.314" 2X4 3 163 138 1 26 107 -390 0.73 101 1.19 1 0.85 -tA 0.18 HaidieRank 5116 8 long Blind nail Hood 24 4 159 138 123 106 97 -39.8 0.76 1.04 1.22 1 0.85 •1.4 0.18 Roofing Hem-lir 45 157 135 125 121 104 96 •39.8 0785 1065 1.245 / 0.65 -1.4 0.18 "ad 50 154 133 123 120 103 95 -394 0.81 1.09 1.27 1 0.85 -I.4 0.18 55 153 132 122 118 102 95 -398 0.83 1.11 129 I 08 -1.4 0.18 "' -- -`---' 11 131 121 `117 101 94 •39.8 0.85 1.f3 t31 1 0.85 -IA 0.18 10D 125 111 1D4 97 86 80 -39.0 0.99 1.26 143 M60 1 O45 •1.8 0.18 -.-.�. -15 163 148 134 126 115 104 -384 0.7 0.85 1.03 1,560 1 0.85 -14 0.18 163 144 13 128 111 102 -38.4 0.7 0.9 108 / 0,85 -1A 0.18 63 141 29 126 1 -38.4 0.7 094 IA2 1 0.85 •1.4 0.1B No.11 ga. 163 138 127 126 107 98 -30.4 0.7 098 1.16 1 0.85 -1.4 0.18 X 1-374" 2X4 3 160 136 1 5 124 105 97 -30.4 0.73 1 Ot t.19 1 0.85 -1.4 0.18 Han!ir•Plank 61 iFi 8.25 long Blind nail hood 24 4 157 134 124 121 104 96 -38.4 0.76 1.04 1.22 1 0.65 -1.4 0.18 Roofing Hem Lr 154 132 1 110 102 95 -38.4 0.765 1.065 1.245 1 0.85 -1.4 0.18 nail 50 -L52- 13 121 117 Ot 94 -38.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 150 130 1 116 1 93 -304 0.83 1.11 1.29 1 10.851-14 018 60 148 128 119 115 99 92 •38.4 005 1.13 1.31 110,851-1.4 0.18 100 122 109 102 95 84 79 •384 099 126 143 M60 1 0.85 •1.8 0.18 15 1 26 118 107 97 33.6 07 0.05 1.03 1,560 1 .85 - .4 0.18 20 153 135 1 118 104 95 -736 0.7 09 1.06 1 0.85 -1.4 0.1B 25 153 132 121 118 102 93 •33.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 No.11 ga. 30 153 129 118 118 100 92 -3346 0.7 098 1.16 1 045 -1.4 0.18 X 1-314" 2X4 35 149 127 117 116 98 91 -33.6 0.73 1.01 1.19 1 0.85 -1.4 OAS HarcLr("ank 'd16 9.25 long eiirxlnail t+ood 24 4 146 1 5 1 3 87 90 •33.6 076 t04 1.22 1 0.85 -14 0.18 Roofing Hem fir 5 144 124 ^114 112 96 89 .336 0.785 1.065 1.245 1 0.85 -1.4 018 nad 142 122. 113 110 95 88 -33.6 0.81 1.09 1.27 1 0.85 -14 0.18 55 140 121 112_ 109 94 87 -33.6 0.83 1.11 1.29 1 0.85 •1.4OAS 138 120 112 107 93 86 23.6 0,55 1.13 1.31 1 0.85 -1.4 0.18 1 115 102 95 89 79 74 •33.6 0.99 1.26 1.43 Iv60 1 0.85 -1.0 0.18 -" - - 0- 5 15O 138 124 116 108 -326 0.7 0.85 103 h<-GO 1 0.85 -1.4 0.18 20 ISO 132 121 116 103 94 -32.6 0.7 0.9 1.08 1 0.65 AA 0.18 5 150 130 119 116 100 02 -326 0.7 0.94 1.12 1 085 -14 0.18 No.11 ga. 127 11 16 98 -32.6 0.7 0.98 116 1 085 •1.4 0.18 X 1-374" 2X4 35 147 125 115 114 97 89 -326 0.73 1.01 1.19 1 085 -1.4 d18H.,dleRIa k 5l16 95 king Blind nail yood 24 40 144 123 114 112 95 88 .326 0761.04 1.21 O45 •14Roofing Hem-fir 45 142 122 113 110 94 67 -326 0.785 1065 1.245 1 0.85 .1.4 nail 50 140 120 112 106 93 88 -32.6 0.81 L09 1.27 1 LOS -1.455 138 119 111 107 92 86 -324 0.83 1.11 129 1 005 •1.4 gIs 60 136 11 11 106 9 85 -32.6 OBS 1.13 1.31 1 085 -1.4 13 00 1 87 7 3 -32.6 0.69 1.28 1.43 h>60 1 0.85 A Pape 17 of 54 0" I COPY Notes: ELEVATION HEAD DETAIL L Installation depicted based off of structural test report 2" typ. x{12Nmc'o. SHEATHING/OSB If C7327.01-109-47. AS HEADER}--- I AS NEEDED 2. Wood screws shall satify the National Design Specification for Wood 2' typ FLASHING Construction for material type and BY OTHERS Caulk under ENTIRE dimensional requirements. perimeter of Nailing fin before 2' o G 3. Wood busk .42)kor de are assumed 2x max. / / l// f°stmin9' S-P-F (Greater or dthe w ow f width Anchor stroll be greater than the window frame (See Section width. Tapered or partial width bucks are not allowed. Wood buck shall be Details) secured to the structure to resist oil design loads. MINIMUM 4. Wood screw lengths shall be sufficient 1/4 INCH to guarantee 1-1/4" penetration iM.a PENETRATION wood buck INTO STUD 5. Maximum shim thickness cats permitted at each fastener location. Shims shall be load bearing, non- compressible type. 6.These drawings depict the details necessary to meet structural load requirements. They do not address the SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of Min Edge " DRYWALL the installation. 7. Installation shown is that of the test window for the size shown and the X 1-5 8 SCREW(SHOWN WITH 1 2 design pressure claimed. For window /" / " sizes smaller than shown, locate SHEATHING) MUST ACHIEVE 1-1/4" fasteners approx. 2* from comers and PENETRATION INTO STUD. . no more than 12' on center. Design f} C�ARAINCE pressures of smaller window saes are limited to that of the test window. (ALL FOUR SIDES) SILL DETAIL SEE AND DESIGN PRESSURE CW RT FASTENER TYPE AND SPACING SHOWN WLLL ALLOW DESIGN PRESSURES UP TO +35/-50 UMTS UP TO 108'x 74' (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) St�ATHINC s..�e. .�a Mln Edge Distance {6 M■■ '"8 V.M.R. 8-20-09 1� INS'(gLLAT10N C'noNs do STENER SCHEDULE — FIN— FA JAMB DETAIL ' KAM ow 3540 Single Hung NONE 1 d 1 Windows&DoorsW en * "'NAIL FTN: IS A GENERIC T;RM WHICH Gratz,PA Continuous Head and Sill 3540 SIN LSH FIN — EANS MOUNTING FL4NGE. NO7 TO BE CONFUSED WITH -1/2" FROM FLANGE OFTICE COPY ELEVATION Notes' 52" HEAD DETAIL 1. Installation depicted based off of Anchor structural test report 89171.01. 2" typ. 10" o.c' (See Section Detnils) SHEATHING/DSB max. 2. Wood screws shall salify the National SIZE HEADER AS NEEDED Design Specification for Wood Construction for material type and 2" typ. FLASHING CAULK UNDER NAILING dimensional requirements. BY OTHERS FIN ENTIRE E� PERIMETER T-7— BEFORE 3. Wood buck installations oro assumed 2x 10" o.c. / S—P—F (G=0.42) or denser. Buck width max. / shall be greater than the window frame L— width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. _Z/16* Min EdgF-7 4. Wood screw lengths shall be sufficient MINIMUM to guarantee 1-1/4' penetration into 1 1/4 INCH wood buck. PENETRATION / INTO STUD 5. Maximum shim thickness of 1/4' / permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air in ration, water penetration, intrusion SHIM AS or thermal performance requirements of REQUIRED the installation. DRYWALL 7. Instalkition shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb #6 X 1-5/8' SCREW (SHOWN WITH }" SHEATHING) fasteners 2' from camera and no more MUST ACHIEVE 1-1/4" PENETRATION than 10' on center. Locate head/sill INTO STUD. fasteners 2' from comers and no more CLEA*i & than 10' on center. Design pressures &,t SILL DETAIL of smaller window sizes aro limited to (ALL FOUR SIDES) that of the test window. SIZE AND DESIGN PRESSURE (HART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +50/-50 UNfS UP TO 52"x 84" (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) SHEATHING M.. ms 0u sn ww, stance INSTALLATION INSTRUCTIONS rent 10/18/12 FASTENER SCHEDULE — FIN— JAMB DETAIL 6 0" "l 3500HP Single Hung NONE 1 s 1 Windows&Doors MW I— >�C'NAIL FIN' IS A GENERIC TERM WHICH Gratz,PA ED12-10005A — MEANS MOUNTING FLANGE', (NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE)