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HomeMy WebLinkAboutSUBMITTED PAPERS�-�727112 Date: Fe Due: Recei t# Permit # Planning & Development Services Building & Code Regulations Division .9 2300 Virginia Ave. t;� By��Cv Fort Pierce, FL 34982 �llC� �rt (772)462-1553 C0 SPECIALTY PERMIT APPLICATION ❑ Electrical- ❑ Plumbing ❑ -HVAC ❑ Fence - ❑ Shed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 5200 Indian Bend Ln. Fort Pierce, FL 34951 2. Parcel ID Number: 1312-800-00097000-0 Office Use Only ,'' Section Township Range Map Page ing d Use Initials 3. Complete Description of Project or Work: Install 5 squares of Hardie panel siding on porch cei ing. 4. Owners Information Name: Joseph Bucher Address: 5200 Indian Bend Ln. City: 5. Contractors Information FL Reg/Cert #: County Cert#: CRC046858 24548 Fort Pierce state: FL Business Name: The Home Depot At Home Services Zip: 34951 Phone: (772) 595 - 0659 Phone:(407)469-5,,59. Fax: (407) 469 - 3499 Oily. Ki5or2 l`/1 t'uK. 6. Value of Construction: $ 4,278.00 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT OW OR CONTRACTOR NAME B, SIGNATUR F OWNER OR CONTRACTOR C'lrn STATE OF FLORIDA, COUNTY OF Q � ACKNOWLEDGED BEFORE ME THIS 1O AY OF J�l� r 20 I .BY SIe " m n0IT � WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED_ _ m ;� AS ID IF ATION. _ � m -1 �� -n (seal) A -' p� ® � E F 0I' TYPE OR PRINT NAME OF NOTARY O x7 n COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER S7500.00 Revised 04/26/2010 I Dec 11 2013 17:13 PRUL STRHL 7726008099 p.3 2551 ' Breech Otfioe: isi�ay�ni "FIBER C,EMENT'SIDING, SPEC SHEET' . , Spec Sheet q: _ DESCRIPTION OF WORK Job Branch il: � © G Home Phone #: (7• PA , j ,4j f%�i�7 Customer Name: r I Irstallation Address: 17 .�.�0 ��•/jg i�iSs.� rQ .Cell Phase# ( ) — SbeetMtlraso Siding Drop Local(dn: car sure zQ awe Dumpster Location- y,'�.y.' 33� Trti:' f;iYs '( ,ty"k, '� a., ,V`•:t> .'S. �k ',.L'��a t:G:t�' SCOPEOFWORK SIDING PROFILE SOFFIT.® FASCIA DETAIL. Areas of home to be worked on .. Indl;ale applicable Hardie mamtab. Circb H brHardlo or V for V4V,& Indicate applicable areas Select Cedammil Sierra B Front Loft Back Right Other Areas YlN Select Smooth.. Stucco SaffitAFasda: H V - Front Beaded.Cadarmill Strslght Edge SoffitOnly. H V Left Beaded Smooth Staggered Edge Fascia Only: H V Beck Colonial Roughsawn Rounds Frieze Boast H V " ' Right Colordal Smomh Other Trim H Size Bandboard:' H Other If Colorplus list siding color If Vinyl list Colo: ' . Fascia, l Frieze/ Trim a If Colorplus list trim color Wood Grain l Rustic Smooth (=twotm3obs am limbed b ha Wm)WIN, hn iesau 'atl m evailabb market 14 OYERMASONRY /SNOCOTRIM Indicate Type QP Siding removed` Y f N Circle H for Hardie, V for Vinyl & indicate # of Frames Allmllnum=. - Vinyl or Wood a- From - . # of Frames Left Windowf Doar. H V 'DHLYw1,ere—1d*,g®mbaln�auadandb (2)ewmgtsyer%wein� Back Single,GamgelF."aDoor. H V ' N—: Aebeucssidklg or smemwl„ot be rm,ared Right Doable Garage' Doer. H. V Wedoy$l!n,dalceow�A�y5ssbeetm.oQ S,3u'�'•`fn•Y. New Vinyl New Vinyl -`yyy u�. .i. p A'i'•%; '�'� Indlcale selected material #of Items # of Items Gable Vents Shutters Handle Stone 1Nindows Awnings' : UptD B' Stprm Doorsa� .Awnings' :Over D'�... # of Vents # of Pairs Rectangle .Raised Vinyi Bllglzr Bars A/C Units , Octagon Leuwared� Color .' . Caki color reevms era not Ind.�a0 h pMa fw Cetlig eugFar6ara canpa mowed, Iarmndralasm�ad. eFabdeewriasa wi➢NOT Ee removed. *ONLY 'd SotflBFascle is 1 JI % �7N3}�+ i:af'M` i `�'=. .k �',. l . 4, �F' '& bf Fes. :p •m Plywood -:Specify the locations: IPdioale Posts Beams Triangular Gable Vents Knee Braces Other orem to be wrapped Color . . . .. - Dimensional - Specify the locations: - .. ,p ,[ ' J, •.�2:6:a' vi!ih `Y ii A� " § •'? z X r' . 9w''.`'.. c# ` �. n' `Y '' „iC ' ., 14a yls 'AI The Home Depot Paint Program allows up to three (3) colors for the exterior of the home.. Siding: Glidden Forts 450 Satin Chimney Cap Standard is Black Enamel (Ibis does not count toward the (3) colors) , Trim: Glidden Fortis 450 Semi Gloss Accent: Galidder Fortis 450 Send Gloss NOTE: THD only performs touchup on Color Phis' bs Color 1 Siding Song's defined as the main bpdydthe home incWding Mo gale ends and cMmney Iwsing N appgcable (diimney cep will be palmed black enameg Color 2 Trim Trim u Win- as Soffit, Fascia, Frieze, Comers (Inside S Oumslda), Dante MMId, Door & Door Fr m. V.endowa 8 Soahes, Porch Gel ing.. Posts 8 Rrlltngs, Cutters a Dowasptwle, liable Vama S Knee Braid Color 3 Accent - Accent Is sassed as Fmm ood, Shudors, Bay &Bow Cops, Omeman161 Iron, ef0.. CDIor d Other OMB is darned as something above Me namlel paint 6—i0e. (i.e. pabiling window sashes a dflorera oolo the window frames) Extra Paint Charges will apply 7thar et t,v, .W Y i<M ,. 5, "1Am <; % !r Sonic e9f ME, 1 hale reviewed and agree with Ihajob specifications davlbed above, and I have re.dewed end sgras with the Spocial Toms and CondMalla listed ontho'awns aide of theyellow (Cuatorner)=Py of this Spec Shea!' _ ' N rotted rood la dlloovered AFTER removing the existing siding, or Ir It wuW not bo Identified of Its, Nme of sale, Mare rill been additional ctrrge o/ S_ per SR. Ft. for Plywood and E_pw V n. Ft for Dkrienalonal W mbar, e� Customer Signature: Data: . 5-20-13 C/ White Copy -The Home Depot Ye➢our Copy -Customs- THD-297 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3915168 OR BOC'— ;95 PAGE 1110, Recorded 01/14/2014 1 0.35 AM Prepared By: The Home Depot At -Home services 674 S. Military Trail Permit No. Deerfield Beach FL 33442 NOTICE OF COMMENCEMENT Property Identification No. 13 1 a 8,0 -O(9y Q '00to '0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 ofthe Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. 1. Descriptiol a) Street 2. General de Wias) 3. Owner Information a) Name and address: $kAL-r S3tJd 117Gti�x /I D�I1o� L/► �` fee fL b) Name and address ofAe simple titleholder (if other than owner) 3 ti( 4 S- c) Interest in property 4. Contractor Information a) Name and address: rho Home cepaiu-Home service, 674 S. WN" Trail DeeReld Beach, Florida 33442 b) Telephone No.: W-379-15GO Fax No. (Opt.) 5. Surety Information a) Name and address: wA b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: NIA 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address: NIA b) Telephone No.: Fax No. (Opt.) 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a) Name and address: NIA b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. STATE OF FLORIDq. - x 1 . - : COUNTY 7t4.Z, 1444) s19PY OF OWner is Authorized O(FicedDirectodPamrcrlManagcr er Print Name The foregoing instrument was acknowledged Wore me this � day of�. FICA 20 Vby T05�eph T. B k C./l(/ as of autbority, e.g. officer, truste�orney in fact) for (name of party on behalf of w om l trument was executed). Personally Known _ OR Produced Identification _)�_ Notary Signature /;!� Type of Identification Produced )0Y br i .fir C Name (print) . 7?.. C .[,; Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury. 1 declare that�I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. (y_-- �\I-- /.lc.tc�f'iir� roatsNoc,,,,maor )iyuiu,u,(Nu� AEov, --- ,p'%�-="�, PAUL EUGENE STAHL `/// t MY COMMISSION kFF026W • ' EXPIRES June 11, 2017 10 39&D1S1 FhrldWott♦ Sorvin.dm 8TATE DE FLORIDA 5T. LUCIE COUNTY .T1A, rn Iri 4n An „rw,r•,/T„•44,I,n r!r Ddtc dl l" • ■ -- L Property Appraiser - St.Lucie C,�»nty, FL Page 1 of 1 PROPERTY RECORD CARD Joseph J Bucher Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification JCIE 00 Site Address: 5200 INDIAN BEND LN "\\ ParcellD: 1312-800-0009-000-0 �� Sec/Town/Range: 12 :34S :39E Account #: 4420 Map ID: 13/12S Use Type: SF Res Zoning: RS-4 City/Cnty: Saint Lucie County ' Ownership and Mailing Legal Description Owner: Joseph J Bucher Mary E Bucher HOLIDAY PINES S/D-PHASE II -A- LOT 178 (MAP 13/128) (OR 1071- Address: 5200 Indian Bend Ln 469) Fort Pierce FL 34951-2318 - Sales information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 122300 Land Value: 23600 Acres: 0.38 4/10/1997 144000 00 WD 1071 / 0469 Assessed: 122300 Building Value: 98700 4/1/1980 22800 01 CV 0330 / 2384 Ag.Credit: 0 Finished Area: 2030 SgFt Exempt: Taxable: Taxes: 2476.85 BUILDING INFORMATION e Exterior Features n L++ ti, y_.114�t.#-1F314fY.A1.rixlrwlFtlVlSiSi� View: - RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBit: 1981 Frame: - Grade:. C - C EfiYrBlt: 1981 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRogms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/2Bath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 450 AV AV 1981 1 0100-SF Res GFI -Front Ft 97.91 168.62 PA01 -.'POOL DK-AVG Y 1 538 AV AV 1981 ENC2 --POOL ENC-AVG Y 1 988 AV AV 1981 SDSF -:SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/prc.asp?prclid=l 31280000090000 12/13/2013 Planning & Development Services Building&Code Regulation Division 2300 Virginia Avenue. Fort Pierce, FL. 3498.2. P,hone:(772)4622172 Fox:(/72)462:-6443 PROPERTY INFORMATION Address: 5200 Indian Bend Ln -City / State -/ Zip: - Fort Pierce, A 34951 - Parcel M 1312-800-0009-000/0 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1401-0149 Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Boyse G Ramdial Business Name: The Home Depot At Home Services Business Addr: 2690 Cumberland Pkwy Ste 300 City / State / Zip: Atlanta, Ga 30339 REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Joseph J Bucher / Mary E Bucher Jurisdiction: SAINT LUCIE COUNTY Lot#: 178 Block: Stories: Automatic Sprinkler System? No Fax Number: 770-779-1353 Email: Kelley.Kisor@Expediteperm it. Com Review Type Status Reviewed By Date Started Date Completed Date Released FRONT COUNTER REVIEW COMPLETE Angela Huff 1/14/2014 1/14/2014 1/14/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/7/2014 Comment: PLEASE SUBMIT THE CORRECT PRODUCT APPROVAL [ ER REPORTS OR N.O.A. ] FOR THIS SCOPE OF 2/7/2014 WORK' PERMIT STATES YOU ARE WORKING ON THE CEILING AND YOU HAVE SUBMITTED INSTALLATION REQUIREMENTS FOR A VERTICAL WALL " MUST SELECT THE PROPER TABLES AND DESIGN PRESSURES FOR THE OVERHANG . RE SUBMIT ALL DOCUMENTS IN DUPLICATE HIGHLIGHTED AS NECESSARY 2/7/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE F Florida Building Code Online L Page 1 of 2 HoIida DepaRmeiritq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts 0 Publications FBC Staff BCIS+Site Map ' YLinks ;H Search Busines Professi I` ` product Approval _ USER: Public User Regulation lf;�M�11 Product Aonroval Mcnu > product or Application Search > Application List > Application Detail C 0 .r v� 'aa�}`zYc3 w q� s FL # FL13265-RI Application Type Revision -Code Version _ _ 2010 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. CONCEAM FASTENERS OR ATTACHMENTS� �� RES�INIRI� o� �� Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, 92691 � y{y1i OF ffaRD (909) 356-6366 �t ftY1 chad.diercks@jameshardie.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Chad Diercks chad.diercks@jameshardie.com Chad,Diercks 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardle.com Chad Diercks 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 chad.diercks@jameshardle.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2015 Validated By John Southard, P.E. i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL13265 R1 COI RIO - Certificate of Indeoendence.PDF Standard ASTM C1186 ASTM E330 Method 1 Option D Year 2007 2002 „.. ' Q " 9% LUC19 COUNTY OUIL-�b./INO DIVISION NFIVIEM h0IMb by 4ghtN5 A D PERMIT 11MUFst 19t KePT ON JOB OR 14b ffitP &dt0N WILL BE MADE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7... 9/4/2013 y Dec 11 2013 17:16 PAUL STRHL 7726008093 P.6 FILE---C' , P-.y ti i Florida Building Code Online Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 -emits of Use Installation Instructions Approved for use In HVHZ: Yes FL13265 RI II ER RIO-2301-11 Soffit wood metal.pdf Approved for use outside HVHZ: Yes FI-13265 RI TI Install - hardiesoffit.pdf Impact Resistant: N/A FI.13265 R1 TI NOA 07-041.804.pdf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use in HVHZ Install in accordance with NOA 07-0418.04. Created by Independent Third Party: No Evaluation Reports Page 2 of 2 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed wider Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 3CCUr1 �hEDi712Ei;3" http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvRk6 bsvZ66FOMz7... 9/4/2013 Florida Product Approval HardieSoffit° Panel • For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 07-0418.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2301-11. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. rat Hard ieSoffit'I >D® JamesHardie Beaded Porch Panels EFFECTIVE SEPTEMBER 2013 RM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS° PRODUCTS Visit www.iameshardiecomfor the most recent version. IMPORTANT: FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry product on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. ns' CUTTING INSTRUCTIONS 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. Score and snap ii. Shears (manual, electric or pneumatic) b. Better. i. Dust reducing circular saw equipped with a HardieBlade' saw blade and HEPA vacuum extraction c. Good: L Dust reducing circular saw with a HardieBlade saw bl (only use for low to moderate cutting) INDOORS 1. Cut only using score and snap, or 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 HardieSlade 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 yourlob 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. GENERAL REQUIREMENTS: • HardieSoffit® beaded porch panels may be installed as a soffit or ceiling over either steel or wood framing complying with the local building code. See general fastening requirements. Install soffits to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (fig.1), with the long dimension perpendicular to the rafter or joist framing. • All edges must be supported by framing. (fig. 1) • Install water barriers and air barriers as required by local building codes. James Hardie will assume no responsibility for moisture infiltration. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Ensure gutters have end caps. Maintain a minimum 1 " gap between end caps and siding & trim (fig.5). • Install kickout flashing at roof -wall junctions. (fig 6.) ri f%?%R5V • DO NOT use finish nails, I N 01C�F1' INSTALLATION: • HardieSoffit beaded porch panels must be fastened to a solid, nailable substrate such as wood. • Additional framing may be needed to ensure proper fastening. • Panels can be installed as shown in figure 1. _ 24" o.c._ max e <; WARNING: AVOID BREATHING SILICA DUST 7 @FL. 1� IJhJLi" 13 James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by [ARC 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 [inked 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-fifted, 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 INSTRUC11ONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SF1206-P1/3 6/13 N >o• Fastener Requirements • Position fasteners 3/8" from panel edges and and no closer than 2" away from corners (Figure 2). Figure Jointing Methods • Panel ends are to be butted together as shown in Figure 3. • Install panels in moderate contact at ends with or without battens (Figure 4). Figure 3 ioderate contact batter Figure 4 framing member Ig ier Maintain a minimum 1" gap between Figure 6 ,, KICKOUT FLASHING gutter end caps and siding & trim. �' /- Because of the volume of water that can pour down a sloped the flashing details Step flashing / ; `, roof, one of most critical occurs where a Figure 5 Self-adhering /% �' a ,. ; F roof intersects a sidewall. The roof must be flashed with step membrane% -_� .; flashing. Where the roof terminates, install a kickout to deflect water away from the siding. �elt adhering eaves memb[ane K, kou< It is best to install a self -adhering membrane on the wall before tlaahmg - the subfascia and trim boards are nailed in place, and then siding 5 oripedge come back to install the kickout. y fasciaFigure 6, Kickout Flashing* To prevent water from dumping ousevrap behind the siding and the end of the roof intersection, install a gutter and end cap "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. ' The illustration (figure 6) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. SF1206-P2/3 6/13 • For wood frame construction a minimum 4d common nails spaced 8" D.C. at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations**. • For conven tonal 20ga steel frame construction a minimum o. - x x 1" long ribbed bugle screws spaced 6" D.C. at panel edges and intermediate framing members spaced up to 24" on center are suitable in most locations`*. **Minimum Basic Wind Speed differs by locality. Where specified levels of wind resistance are required, refer to applicable Building Code Compliance Reports. GENERAL FASTENING REQUIREMENTS 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. Manufacturers of ACQ and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. • 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). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING 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). uq ® ® countersunk, fill & add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING IDO 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,100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. 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. COLORPLUS11 TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • 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 HardiePlank® lap 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. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparati 'Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessaryFlEt • 100% acrylic topcoats are recommended C()PY • 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 RECOGNITION: HardleSoffit Panel complies with ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006International Building Code® Section 1404.10 and 1405.15, the 2009/12 International Building Code Section 1404,10 and 1405.16 ; and the 2006/09/12 International Residential Code® for one- and Two -Family Dwellings Table R703.4 and section R703.10. HardieSoffit panel is also recognized for application in the following: State of Florida Product Approval FL13265, Dade County, Florida NOA No.13-0311,07, U.S. Dept. of HUD Materials Release 1263, 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 © 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.jameshardie.com :y TM, SM, and ® denote trademarks or registered trademarks of for Additional Product Information and JamesHardie James Hardie Technology Limited. E1 is a registered trademark Availability, Installation Information, of James Hardie Technology Limited, Warnings, and Warranties 9 SF1206-P3/3 6l13 C; a c�a3 &M There are several ways to treat the joints of HardieSoffit beaded porch [ dy The panel edges can be butted in moderate contact, leave and _CL 9 joints can be covered with Hardietrim batten strips framing member s CO n T/P Do riot rrse finrsh saris far,Hardresoffit beaded or&h anel kiii atrorr _ r P ? moderate contact �N � U 3 C N Qa c's [ k o S aCL i33 s� I w } 74 battei ig }er ES CL 7 a ; a HANDLING.DURING INSTALLATION Special precautions may be needed for carrying the panel during installation because of its larger size. James Hardie recommends the use of a T shape '£ 71" frame to support the panel during installation._ ._.__..e_.__.__... 1 w 90 tk� i{j Q F b= n copy A fast and economical method of finishing the siding/porch panel juncture is simply to run a bead of quality caulk along 3 the top edge of the siding where it meets the soffit. A straight rip cut along the top edge of the siding ensures an aesthetically pleasing fit where it meets the beaded porch panel. { 7.2. N, 7 N HardiePlanle lap siding Crown molding covers ��_<. the joint between-�d siding and soffit t 1 A y d S a: F m I p W N = Ot I � C �3 N PROJECT RIO-2301-11 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT SOFFIT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS _JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS sC3� COVER PAGE 1 EVALUATION SUBJECT •.P%2 EVALUATION SCOPE 2 EVALUATION PURPOSEL y 2 REFERENCE REPORTS a;.. 2 TEST RESULTS 2 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 2 DESIGN WIND LOAD PROCEDURES 3-6 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 3 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-6 LIMITATIONS OF USE 6 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: RONALD I. OGAWA & ASSOCIATES, INC. 5801 WARNER AVENUE, #376 +�►�I HUNTINGTON BEACH, CA 92649 + 714-292-2602 rr ;`• (��`t'� 714-908-1815 FAX 1 RONALD 1. OGAWA ASSOCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX PROJECT: RIO.2301-11 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542-7343 Info@jameshardie.com EVALUATION SUBJECT HardteSofntO Panels James Hardie Product Trade Names covered in this evaluation, HardioSotrtS Panel, CamSomtO Panel EVALUATIONS- COPE:-_ - - - - ASCE 7-10 2010 Florida Building Cade 2012International Building CodeO INEW; usc Oil EVALUATION PURPOSE: This analysis Is to determine tho maximum design 3-second gust wind speed to be reststod by an assembly of HdrdleSoHit (Comsofiil) panel fastened to woad or metal rraming with nails or screws. REFERENCE REPORTS: 1, fntertek, Report 3067913, (ASTM 01186) Material propertles HardleSoffit Panels 2. Ramtech Laboratories, Inc. Report 11436-9911606 (ASTM E330) Transverse Load Test, 114" Thick by16Inch wide HardieSofft Vented Panels installed on 2X4 SG=0.4 woad studs spaced at 24 Inches on center with a 1-112 inch long by 0.0$3 inch shank diameter by 0.187 Inch head diameter ring shank nail 3. Ramtach Report 1C-1228-93 (ASTM E330) Transvarse Loud Test,1/4" Thick by 48 Inch wide HardieBacker Panels installed on 2X4 Hem -Fir wood studs spaced at 10 Inches on center with a 8d common nail 4. Ramlech Report 10-1054-W (ASTM E330) Transverse Load TasL 114" Thick by 46 inch wide HardlTex' Baseboard Nulrxlled on 2X4 20 gauge metal studs spaced at 16 inches on center with a No. 8 X 1" Long X 0.3237 Head Diameter Bugle Head Screw S. Ramtech Report IC-1055.89 (ASTM E330) Transverse Load Test,114" Thick by 48 Inch wide HardiTex' Baseboard Installed on 2X4 20 gauge metal studs spaced at 24 Inches on center with a No. 8 X V Long X 0.323" Head Diameter Bugle Head Screw •HardleBackerand HardiTax panels and HardieSollit ponels are Identical In composillon, dimension. and manufacturing method, Therefore, results forTransverse Load tests on HardleBacker and HardlTex, apply to HardieSoffit. TEST RESULTS: Table 1, Results of Transverse Load Testing FastenerSpacing Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency On.) on.) Frame Type (in.) Supports Supports 'FastenerT a (PSF) (PSF) 11436.9911608 Ramtech 0,25 16 2X4 wood SG=0.40 2q 6 8 1.5 in, long X 0,083 in. shank X 249 83.0 0,187In, HO, ring shank nail 1C-1228.93 Ramtach 0125 48 2X4 wood Hem -Fir 16 8 6 6d common nail 440 •46.7 No. 8 X 1 In.a long X 0.323 in. IC-1054-89 Ramlach 0,25 48 2X4 20 gauge metal 16 6 6 head diameter ribbed bugle head -169.9 -me screws No. 8 X 1 In. long X 0.$23 In. IC1055.89 Ramloch 0.25 40 2X4 20 gauge metal 24 6 6 head diameter ribbed bugle head .91.9 Screws 2. HardieSoffit Panel complies with ASTh1 C1186, Standard Speciircatfon for Grade 11, Type ANon asbasfos Fiber-Cemen#Flat Shoots. PLO Page 2 RONAID 1.OGAWA A$$OCIATES, INC. 5601 WARNER AVENUE,4376 HUNTINGTON BEACH, CA 92649 7147292-2002, 714-908-1816 FAX JAMES HARDiE'RUtLDiNG PRODUCTS; INC. PROJECT; RiO-2301-11 1=888-5424343 17711.ra -:; PY info �jameshardie.ccm F I L "t --u- DESIGN WIND LOAD PROCEDURES: Fiber cement siding transverse load Capdolly (Wind load capacity) is determined via compliance testing to transverse load national test standards, Via iho transverse loadtesling an allowable design load is determined based on a factor of safety of 3 applied to The ultimate test load.. 'Since.die ailowabladesign load is based on factor of safety of 3, allowable design loads :on.gber-cement siding correlate, directly to requlred. d sign pressures for AT owable Suess Daslah, and therefore should be used with combination loading equations forAlloivable SlrasrDesign (ASD), -- - __-r—_ . - Byuaing Itte combination €aading equatlans forAlfowable Stress Design'(A$D);,ttie lasted 3totvabfedesipn loads fort'ibar-cement lding are aligned wi0t Cite trindspeed repulremonts;in ASCE:7- 10Figure 26.5.1A, Flguro 26;5-18, and Figure Za:S-.1C. Forthis analysis, to calculate the pressures fn Tables 3: 4, and 5, the load combinallon will. be n accordance vdth ASCE 7-10°Section 2.4 cromkfnin0 nontina! loads asingahowables(ress.dssl5n , ,. _ load'cambinatio0 7., Load cngibiitntlon 7 tisss aldad factor of 0A applied to thdwind velocity:pressure. Equallon"1, q=?0 00258'K2'K:r'Ky"V2 (raL RSCE 740 equation 30:3.1) 'qo vetocllyprossureailiaighti° 1C; vetoclty pressure ezpasura.cooftdant evatdatod at tielgiit z Ksl. , topographic factor Ka , wind directionality factor V bas c (vind speod (3•second gust MPH) as determined from 12U12'IBC, 2010 1`1301 Figures.l aOgA. B; or C:ASCE 7-16,Figures 2e:5.1A, B, orC. Equation2, V=Vas (roi.2012 t8C & 20') Fit-C Suction 1602:.1 deCrnftionsJ. Vw, , ultimate design wind speeds (3-second gust M H) detenolned from [2012 IBC; 2010 F6C1 Figures t609A B, or.C:ASC.E 7.16 Figures, 215;1A, Bor'C Egtjailon:3; p-q',�(GCp:GCa) (ref.ASCE7-10equailon30.ff fJ. GCi, ; product of oxternal p aesuro coelf dent and "gust affectfactor: GCS product of Intornatpressure coefficient and post-etfec!'fact cr p design pressure (PSF),for.siding(allowable desgn loadfor siding), lode;emvna.desianpressure.sub3iJtule.q t intoEquation,a, Equation 4, p=0.00258'K,`Ku K6 U'(GCA-GCp) Allowable:, $bass Do tin„ASCE 7-10'Secdon 2:4.t 4oadc6nibrtial&a 7 Equation 6, 0.80+ ti;BW ('ref. ASCE'7.70 secliom24J,, load conibina{ton 7). E) , dead load W ,Yrind toad To determine the AllowableSlressfleslgn Pressure, apply the load lactorforlY (iod) fmnx Equation.4 top (design pressure] datemrined from equation 4 Equation s, psw 0 6'Ip). £quatinrl 7, . p,,=0.8'(0.;40256'Ke Ka'Kd'Y U.'(GC GCq%1 EquIItlbn I Is Used to populate Table 3, 4, and.5. 7o datsmiirio the aifowable ulbma(a berth wind speed to(t lordle Sidirg fn "7ahle 6,,soNa Equation 7 for Equaton 8, V ar'(p..ai0.6'0.©0256'K:'iC,=1Cd`(CaGy-GCq})°5 Applicable to mstbods specf6edinExcept?911s f il)Mugh 3o 120f2 i90,, 2010FBGjSecYan1604 11,, to.dotemrine the allowable namirrai;destgn,w)nd'cpeed tl! �J [orNardle'Sldingin'Takle aPJulY, a convorsian lormuia below, Equation 9; V--d' Vt(r • (O:fijos '(To ',901218C & 20f01=BC.Sec6an_ ?609.1.1) V, , Nomtnal design v.ind speed_(3-second gust inpti) fra1,201i)BC 4:20f OFBC Sec>Yon f602aJ. T,abla,21CoofFlclenliand Constants used.In Dotermlhing VSnd A KL . - : 'AellZcne' HeigEtt:(fQ Ex B , Exp:C0' Exp`'a KA rm.. GC _ .GC'. 0=15 0.7. 0.85 1,03, hS60 1 US, A.4 0,18, :20: 0:7" 0:9 1.08. 1' R85`._1.4. 0.18"' 25 0.7. 0.94 1.12, 1 0.85, AA 0.18 30 0.7 Oleo 1.16 1 0.85 -1.4 0.18 35 0.73. 1.01 1.19 1 0185- AA 0.18 40 0.76 .. 1.04 :1.22 1 0.85 -1.4 >0.18 45 017a5" 1.065 1.245 1 0.85: -1A 0AS", 50 Mill 1:09.' 1,2T 1 6:95- 1:4. Olio" 55 0.63 .. " _ ..1i11 1.29 1 0,85 . •1.4 0.18''. 60 0.85 1.13 1.31 1 0.65 4,4 0118 100 0.99 1:26 1,43 haGO 1 0.85 1.p O.is Ok '`10" � Page 3 RONALD I. OGAWA ASSOCIATES, INC. 5801 WARNER AVENUE, 4376 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX PROJECT: RIO-2301-iy JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infQ@Jameshardle.com Table 3, Allowable Stress Design - Component and Cladding fC&Cl Pressures fPSF) to be Resisted at Various Wind Snoods • Wind Exposure Catonory S. Wind Speed (3-second gus0 100 105 115 120 130 140 150 160 170 180 190 200 210 Height (a) B B B B B 8 B B B B B B B 0.15 -14.4 15.9 -19.1 -20,6 24.4 28.3 .32.5 -37.0 •41.7 46.8 52,1 -57.8 -63,7 20 -14.4 -15.9 g7AS -19A -20.8 -24.4 -28.3 -32.5 -37,0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -40.8 -52.1 -57.8 -6'd.7 30 -14.4 .15.9 -19.1 -20.8 -24A -28.3 -32.5 -37.0 -41.7 -40.8 -52.1 -57.8 -63.7 35 - •16.1 -.16:6 -19.9 .21.7 •25A =29.5- -33.9 - =38.6 •43.5" -48.8- -54A_ -=603 =66A 40 45.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -46.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 .17.9 -19.0 -21.4 -23.3 -27.4 -31.7 -3GA -41..5 -46.8 -52.5 -58.5 . 14.8 -71,4 50 •16.7 -18.4 -20.2 -28.2 -32.7 -37.6 -42.8 .48.3 54.1-68.8 -73.7 55 •17.1 -18.9 -20,7 -28.9 -33.6 -38,5 -43.8 -49Z -56.5 H-22.1-24.1 L .a100 -25.6 -28.2 -31.0 .43.3 -50.2 57.6 65.5 74.0 82.9 92.4 -102.4 -112.9 Table 4, Allowablo Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Reslstod at Various WlrLd Speeds -Wind Exposure Catagori C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) C C C C C C C C C C C ' C C C 0.16 -17.5 .19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 63.3 -70.1 -77.3 20 -18.8 -20.5 -22.5 -24.6 -26.7 •31A -36.4 -41.8 -4 . -53.7 00,2 67.0 -74.3 -81.9 25 -19A -21A -23.5 -25.6 -27.9 -32.8 -38.0 43.6 49.6 -56,0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -342 -39.6 .45.5 -61.8 -58A •65.5 -73.0 -80.9 -892 35 -20.8 23.0 -26.2 -27,6 -30.0 -352 -40.8 -46.9 53.3 -60.2 -67.5 -75.2 -83.3 -9t9 40 -21.5 -23.7 -26D -28.4 -30.9 -36,3 42.0 48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49A -56.2 03.5 -71.2 79.3 -87.9 -90.9 50 -22.6 -24.8 -27.2 -29.7 -32A -30.0 -44.1 -50.8 -67.6 -65.0 •72.0 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 •44.9 -51.5 -58.6 •66.2 -74,2 -82.7 -91.6 -101.0 100 -32.6 •36.9 -39A -43.1 -40.0 -65.0 -63.8 73,394.1 i05.5 •y17.6 -130,3 -143,8 Table 6, Allowable Stress Design -Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Categor7 D, Wrnd Speed (3-socond us0 100 105 110 1y5 120 130 140 150 100 170 100 1 190 1 200 210 Height tt) D D D D D 0 0 D D D D D D D 0.15 -21.2 -23.4 •26.7 -28.1 -30.0 -35.0 -41.6 -47.8 44A -61.4 -68.8 -76.7 -05.0 -93.7 20 -22.3 -24.6 -27.0 -29,6 -32.1 -37.7 -43.7 •50.1 -57.0 -64.4 -72.2 -80.4 -80.1 -98.2 25 -23.1 -25.5 -2&0 -30.6 -33.3 -39.0 . -45.3 -52.0 -59.1 -06.8 -74.9 -83.4 -92A -101.0 30 -23.9 -26.4 -29.0 -31.6 -14.5 -40A AT9 -53,8 61.3 69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 •27.1 49,7 -32.5 45Z -41.5 -48.1 -56.2 -62.0 70.9 -794 -6B.6 -98.2 -108.3 40 -25.2 -27.7 1 -30,5 -33.3 -36.2 42.5 -49.3 -56.6 1 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 ,37.0 -43.4 -50.3 -57.$ -65.7 -74.2 -83.2 -82.7 -102,7 -113.3 50 .26.2 _28.9 31.7 -34.8 -37.7 -44.3 -51.3 •58.9 -67.1 1 .75.7 -84.9 -94.6 -104.8 .116.5 55 .26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 59.9 -68.1 -76.9 -862 -90.1 -106A -117.4 100 .37.0 -40.8 -44.7 •48.9 -53.2 -52.6 -72.5 832 94.0 106.8 119.8 -133.4 =147.9 •163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 20121RC and the 2010 Florida Building Code TWA Page 4 RONALD 1. OGAWA ASSOCIATES, INC, 5801 WARNER AVENUE, #378 HUNTINGTON BEACH, CA 92649 714-292.2602 714-908-1201 FAX PROJECT. RIO-2301-11 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542.7343 Info@jameshardle.com Table 6, Allowable Wind Speed (mph) for HardleSoffit Panel (Analytical Methdd 1h ASCE 7.10Chajofer30 C$C Part i and Part 3)7 201218C,2010 MC- 20121BC, 201O PSC Allowable, Ultimate Allowabla, Nominal Design Wind, Speed, Design Wind, Speed, V.3 , V.14"5 - - - (34econd gust mph) (3-second gust mph) - - - Applicable to methods specified ln(2012ISO, 2010 FBCj determined 1612,12I as 2010 lned b� (201218C, 201D FBCj Figures 1609A, 8, or C Applicable to methods speaOedln Exceptions, through 3 of (2012 IBC, 2010 Fee) SacBan 1609.1.1. - Ccefflclents used in Table 6 calculations fur% Wind exposure category Wind exposure category Siding K, Product Product Thickness (inches} Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing Spacingnches) Building HeTght�O (Teel) B C D 6 C D Allowable Design Load (PSF) Exp B Exp C Exp D Kn Ka I GC, I GCp 0.15 240 218 198 166 169 153 •83.0 01 0.65 1.03 hs60 1 0.85 -1A 0.19`:. 20 240 211 193 186 164 150 -83.0 0.7 0.9 .1.08 1 0.85 -1.41 0,18; HardieSoMIO 114 16 1.5 In. tong X 0.0831n. shank X 0.187 In. HD, dog50 shank »a il 8 2X4 wood SG-0,40 10 25 240 207 100 180 160 147 -83.0 0.7 0,94 1.12 1 0.85 -1.4 0.16 30 240 203 1 186 186 157 144 -83.0 07 0,98 1,16 1 0.85 -IA 0.18 35 235 200 184 182 155 142 •83.0 0.73 1.01 1.19 1 0.85 4.4 0.18 40 230 197 182 178 152 141 -83,0 0.78 1,04 1.22 1 0.85 -1A 0.18 45 226 194 180 175 151 139 .63.0 0.7a5 1,065 1.245 1 0.65 •1.4 0.10 223 192 17a 173 149 138 -83.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 220 190 177 171 147 137 -83.0 0,83 1.11 1.29 1 0.85 -1.4 0.18 60 21$ 189 175 169 146 1 136 -no 0.85 1.13 1.31 1 0.85 •1.4 0.18 100 180 160 150' 1 139 124 116 -63.0 0.99 1,261 1A3 h>60 1 0.85 •1.8 0.18 0-15 240 216 198 186 169 153 -83.0 0.7 1 0.851 1.03 h.-.60 1 0,66 .1.4 10.18 20 240 211 193 188 164 150 •83.0 0.7 0.9 1.08 1 0.85 1.4 0.18 25 240 207 190 186 160 147 -83.0 0,7 0.94 1.12 1 0.85 •1.4 HardleSofg10 114 10 1.5 in. long X 0.083 In. shankX 0.107In. HD, ring shank nail 8 2X4 wood SG-0.40 24 30 240 203 186 186 157 . 144 -83.0 01 0.98 1.16 1 0.85 -1.4 �0.1 35 235 200 184 182 165 142 -83.0 0.73 1.01 1,19 1 0.85 -i.4 40 230 197 182 178 162 141 -83.0 M76 1.04 122 1 0.85 -1.4 45 226 194 180 175 151 139 -83,0 0.785 1.065 1.245 1 0.85 .1.4 0.1& 50 1 223 192 1 178 173 149 138 -83.0 1 0.81 1.09 1.27 1 0.85 1,4 0.18 65 220 190 177 171 147 137 -83.0 1 0.83 1.11 1.29 1 0.85 -IA Met 60 218 169 175 169 146 136 -83.0 1 0.85 1.13 1.31 i 10.86 .1.4 0.16: 100 i60 150 139 124 116 .0 I 0.99 1.26 1,43 h>6o 1 jo.86 •i,e 0.18' 0-15 180 163 148 139 126 115 -46.7 0.7 0.85 1,03 1100 1 0,65 -1.4 0,18 20 160 9 145 139 123 112 0.7 0.9 1.06 1 0.85 .1.4 0.18 25 160 155 142 139 120 110 -46.7. 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 160 152 140 139 1 118 108 -46.7 0.7 1 0,08 1,16 1 0.85 -1.4 0.16 HardlesoNt:9 114 48 Ed common 8 2X4 wood. Hem -Fir i6 35 176 150 138 136 116 107 •46.7 0.73*1441 1 0.85 -1A 0.181 40 173 148 138 134 114 106 •46.7 0.7a 1 0.85 4,4 0,18 45 170 146 135 132 113 104 -46.7 0.785 1 0.85 -1A 0.16' 50 167. 144 134 129 112 103 -46.7 0.81 1 0.85 -14 0.16,55 165 143 132 128 111 103 -46,7 0.63 1 0.85 .1.4 0A860 W3 142 131 126 110 102 -01 0.85 1 0.85 -1A 0.18 100 1 135 120 1 112 105 93 87 -46,7 1 0.99 1.26 1.43 lh>60 1 1 0.85 -1.8 0,18 0-15 198 180 163 g 153 139 126 -56.6 0.7 0.85 1.03 hs60 1 0.85 .1.4 0.18 HardieSoffID 1A 48 Min. No 8 X i in. long X 0.3231n head diameter ribbed buglohead sew, 6 Min. No, 20 gauge X 3.026 In.X 1,376 in metal stud 16 20 198 175 159 153 135 123 -$6,6 0.7 0.9 1.08 1 0.85 4A ME 25 198 171 157 153 132 121 -56,6 0.7 0.94 1.12 1 0.85 -1A 0.18 30 198 167 154 153 130 119 -56.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 194 165 152 150 128 118 -56.0 0.73 1,01 1.19 1 0.85 -1.4 0.18 40 190 102 160 147 126 its -50.6 0.76 1,04 722 1 0.85 -1.4 0,18 45 187 101 148 145 124 115 -56.6 0.785 t.065 1.245 1 0.85 -1.4 0.16 50 184 159 147 143 123 114 -56,6 0.81 1 1.09 1 1.27 1 0.85 4A 0.18 55 182 157 146 141 122 113 -58.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 158 145 139 121 112 -56,6 o.8 p7 P1�1 i 0.85 -1.4 0.18 100 149 132 124 115 102 96 58.6 3 Iq 1 0.85 -1,8 0.16 Page 5 RONALD 1. OGAWA ASSOCIATES, INC, 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 714-292-2662 714-908-1201 FAX PROJECT: R€O-2301-11 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.542-7343 into@jameshardle.com 201215C, 2010 FBC 201218C, 2010 FBC Allowable, Ultimate Allowable, Nominal Design wind, speed, Design Wind, Speed. Vui , V.,d+s (3-second gust mph) (3-second gust mph) Applicable to methods Applicable to methods - - - - - specified In [2042ISC, 2010 FOCI Sacdon specified in Exceptions 1 _ - 1609.1.1. as determined b through 3 of t2012 I8C, (201218C,2010 FOCI 2010 FOCI Section Figures 1609A, B, or C. 1609A.1. Coefficlents ased In Table 6 calculations for wind exposure category Wind exposure category Siding K, Product yyidlh Fastener Fastener Frame Stud Building Atlowabte Product Thickness (Inches) Type Spacing Type Relght?•a B C D 8 C D Road (inches) (inches ) (feel) PSF t J Ex p B Ex C P Ex p D K a Ko GC, GC,j 0.15 146 132 120 1 113 102 W .30.6 0.7 0.86 1.03 NM 1 0.851-1.41 0.18 Min, No 8 X 20 146 128 117 i 13 99 91 -30,6 0,7 0,9 1.08 1 0.851-1.41 0.10 25 146 126 115 113 97 89 30.6 017 0.94 1,12 1 0.85 -1.4 0.18 1 In. long X Min. No, 30 146 123 113 113 95 88 -30.6 0.7 0.98 1.18 1 0.85 -1.4 0.18 0.323In 20 gauge 35 143 121 112 110 94 86 .30.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 head X 3.625 40 140 119 110 108 93 85 30.6 0.76 1.04 1.22 1 0,55 -1.4 0.1E HardfeSoffrtJ 114 48 diameter 6 in.X 24 45 137 118 109 106 91 85 -3D.8 0.785 1065 1.245 1 0.85 .1.4 0.18i ribbed 1.376In 50 135 117 108 105 1 90 84 -30.8 1 0.81 1.09 1.27 1 0.85 -1.4 0.18' bugle head metal 65 134 116 1177 104 g0 83 -30.6 0.83 1.11 1.29 1 6.55 .1.4 0.181 screw stud 60 132 115 106 102 89 82 30.6 0.85 1.13 1.31 1 0.85 -1,4 6. 881 100 109 971 91 85 75 P To-,--30.6 T0.00 1.28 1 1.43 060 1 0,65 4.8 0.18 r. ac-rewa snen peuerraku u:u ruromi naming ak yeas[ three rue inrasus. 2. Building height = mean roof height On feet) of a building, except that eave height shall be used for roof angle 0 less then cr equal to 10° (2-12 roof slope). 3, V,a = Bic ultimate design wind speed (3-second gust mph) as determined by (2012100, 2010 FOCI Figures 1609A, 16090, or 1609C; ASCE 7-10 Figures 20.5.1A, 20.5-18, or 28.6.1C. 4. V„d - the nominal design wind speed applicable to methods specified In Exceptions 1 through 3 of (2012IBC, 2010 FBCI Section 1609.1.1. 5. The wind speedsin 12012113C, 2010 FBCI Figures 1609A,1609B and 160SC are ultimate design wind speeds, V 0, and shall be converted In accordance with 120121BC, 2010 FBC) Section 1609.3.1 to nominal design wind speeds, V„d, when the provisions of the standards referenced In (2012 IBC, 2010 FBCI Section 1609.1.1. Exceptions 1 through 3 are used. 6. Linear interpolation of building height and wind speed Is permitted, 7. wind speed design assumptions perAnalytical Method in ASCE 7-10 Chapter 30 C&C fart 1 and Part 3: K el, Kd=0.86, GCan-11A (h560), GCe-1.8 (h>00), GCp=0.18. LIMITATIONS OF USE; 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 2) In High Votocity Hurricane Zones (HVHZ) Install per Miami -Dade County Florida, NOA 07-0418.04. 11 2 FLOR�4 Page 6 y Florida Building Code Online Page 1 of 2, 4S- , ;~ rif e llCrsL(�` 1� r BCIS Home ? Log In i User Registration S Hot Topics - Submit Surcharge 1 Slats & Facts } Publications ? FBC Staff ? BCIS Site Map 6Links Search Business' @USER: Professional product Approval Public User RegUation Product Annroval Menu > Product or Application Search > Application List > Application Detail -1 FL # FL13223-RI Application Type Revision Code Version 2010 ' Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardle.com Authorized Signature Chad Diercks chad.diercks@jameshardle.com i� Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave . Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com ST. LUCIE COUNTY 13UILDING Quality Assurance Representative Chad Diercks '-Rwid Not In Go®��=,, Address/Phone/Email oElm Ave FW144 Fontana, CA 92337 � [� � (909)356-6366 chad.diercks@jameshardie.com `` QZ Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/201S Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL13223 RI COI RIO - Certificate or Indenenden a PDF Standard Year ASTM C1186 2007 ASTM E330 2002 Method 1 Option D http://floridabu i lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FCwkdpAq... 12/18/2013 Florida Building Code Online Page 2.of 2 Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products j FL # Model, Number or Name Description 13223.1 jCempanel Siding fiber -cement panel siding Limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL13223 RI IS FR RIO-2297-7,i Panel Metal-Wood.odf Approved for use outside HVHZ: Yes FL13223 R1 II Install - cemoanel.ndf Impact Resistant: Yes FL13223 RI II NOA 07-0418Q4.odl' Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use inside a HVHZ Install in accordance with NOA 07- Created by Independent Third Party: No ?0418.04. Evaluation Reports FL13223 R3 AF ER 1110-2297-31 Panel Metal-Wood.odf FL13223 R1 AE NOA Q7-041804.cdf Created by Independent Third Party: Yes ! 13223.2 HardlePanel Siding fiber -cement panel siding i Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2297-13 Panel hte!al-'v^J4ad.odP Approved for use outside HVHZ: Yes FL13223 RS IT Install - hardienanel,ri Impact Resistant: Yes Ft.13223 RI it NOA 07-041.804.odf i Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use inside a HVHZ install in accordance with NOA 07- Created by Independent Third Party: No 0418.04. Evaluation Reports FL13223 RI AE ER RIO-2297-11. Panel Metal-Wood.odf FL2223 R,1 AE NOA 07-041804.9df ! Created by Independent Third Party: Yes 13223.3 Prevall Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 13223 RI it ER RIO-2297-1t Panel Metal -Wood odf Approved for use outside HVHZ: Yes FL13223 R1 SI Install - orevail nan^Lodi i Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL33223 R1 AE ER RI0-22 97-11 Panel Metal-Wood,odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: SCCUt1t 'At)4Tti Fz,'ti http://floridabui ld ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FCwkdpAq ... 12/ 18/2013 Florida Product Approval HardiePanel° Siding • For use inside HVHZ: _o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. r d� HardiePanele"/ >&., JamesHardie Vertical Siding ` � EFFECTIVE APRIL 2009 INS .-14-I...A€ION REQUIREMENTS - PRIMED & COLORPLUS`" PRODUCTS visit., na.lameshardi .corrrfor the most recent version. SMOOTH ® CEDARMILL° ® SELECT SIERRA 8 • STUCCO 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. INSTALLATION OF HZ10"I PRODUCTS OUTSIDE AN HZ1 OTNt LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that wind will blow dust awayfrom user _ and others in working area 2. Use one of the following methods: INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). - 2. Position cutting station in well -ventilated area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in - 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 HEPAVacuum shrinkage at butt joints. Carry product on edge. Protect edges and corners from breakage. James Hardie is not responsible for res p a. Best. i. Score and snap ii. 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 cuffing) damage caused by improper Storage and handling of the product. Important Nate: For ma imum 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. SDC83105 GENERAL REQUIREMENTS: • HardiePanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1" thick, When using foam insulation/sheathing, avoid over -driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • 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 HardieWrapT"' Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 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. • HardiePanel vertical siding may be installed on vertical wall applications only, • For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. • DO NOT use stain on James Hardie® products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPluso Finish) (fig. 2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud, Figure 2 Figure 3 • Double stud may be required to maintain minimum edge water -resistive barrier water -resistive barrier nailing distances. 2 4 stud 2 x 4 stud wat bame�tive wit bane tive Figurel steed r �� r upper panel Do not 114" gap I r upper panel Do not 114" gap water -resistive Caulk Caulk barrier Batten Joint "H" Joint —Z-flashing f `-Z-gashing sheathing HardiePanel vertical siding water -resistive barrier I I decorative ~band board keep nails 318" min 2 x 4 stud dower" panel lower panel from panel Q Q edges plate " leave appropriate gap between Recommendation: When Figure 4 3/8" p panels, then caulk* installing Sierra 8, provide r moderate contact Caulk Joint (Not applicable to ColorPlus Finish) a double stud at panel joints to avoid nailing Tr keep fasteners 2" r *Apply caulk in accordance with caulk through grooves. away from corners manufacturer's written application instructions. ' For additional information on HardieWrap1m Weather Barrier, consult James Hardie at 1-8664Hardie or www.hardiewrap.com 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) wam others in the immediate area; (4) wear a property -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 insWctions and Matedal Safety Data Sheet available at �wvw.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. SD05M HS0919-P1/2 3/10 /� 19- CLEARANCES Install siding and trim products in compliance Maintain a 1 " 2" Maintain a 1 " 2" clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces, flashing and counterflashing shall clearance between the bottom edge of the Hardie" products and paths, material. be installed per the roofing manufacturer's siding and the adjacent finished grade. steps and driveways. Figure 7 instructions. Provide a 1 " - 2" clearance stud between the roofing and the bottom edge I III t., t water I of th Figure 5 6" min. Maintain a 114" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Figure 9 . —siding Do not 1/4" gap Caulk t flashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 10 gutter and end cap fascia "" a I resistive �► barrier deck material 2„ t gist flashing r ledger Figure 11 KICKOUT FLASHING Step flashing /�,, -- Because of the volume of water that can pour down -w Self -adhering ,; _.F.. a sloped roof, one of the most critical flashing membra R details occurs where a roof intersects a sidewall. tf;aillienn� The roof must be flashed with step flashing. Where eaves membrane the roof terminates, install a kickout to deflect water ':LL Kidcom bashing _ away from the siding. Drip edge l@7'r It is best to install a self -adhering membrane on the 0U5p wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashingt To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS 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. PNEUMATIC FASTENING 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). • 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, caulk 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. Figure A Countersunk, Caulk & add nail Figure B /12S 0 do not under DO NOT drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie® products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834. Caulking/Sealant 100% acrylic topcoats are recommended. Do not paint when wet. For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications. Back -rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayed. *The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. Forsubscription information, visit www.jlconline.com. RECOGNITION: In accordance with IMES Legacy Report NER405, HardiePaneil vertical siding is recognized as a suitable alternate to that specified in: the BOCA National Building Codell999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 Intemational One- and Two -Family Dwelling Code, the 2003 Intemational Building Code, and the 2003 International Residential Code for One -and Two -Family Dwellings. HardiePanel vertical 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. © 2010 James Hardie Technology Limited. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James Hardie Technology Limited. isaregistered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com HS0919-P2/2 3110 Dec 11 2013 17:13 PRUL STFIHL l 772000BOSS p.3 2551 Branch Otfim /llif l / F BER CEMEitfiSIDI"0 $[?EC SHEET ' .. Spec Sheet #: DESCRIPTION OF aK Branch #: (n is Customer Name: T� 'a I( sC G 4 Y-s@ Home Phone #: Installation .Address: L'5j e;"l:2 Cell Phone#: ( ) - BneetlAdrase ' Siding Dropi Location: car sww zip code . Dumpster Locatlon- !!tt yam, y Riti�v'i.6\ �•5 aCOPE OF WO RK SIDING PROFILE SOFFIT.& FASCIA DETAIL . Areas of home to be worked on .. Indicate applicsbte Hardie maxrmb . Cird'e H for Hardlo er V for Vinyl & indicate malcable areas Select Cedlurdl Sierra B Front Left Back Right Other Areas YIN $eiectSmooth.. Stucco Soffit.& Fascia: H V Front Beaded.Cedamill Stralght Edge Soffit Only. H V Left - Beaded Smooth Staggered Edge - Fascia Only: H V - Back Colonial Roughsawn Rounds Frieze Board: H V ' Right Coonial Smooth Other Trinx H Size Bandboard:' H ' Other _ If COlorplus list siding color If Vinyl list color: ' Fascia. I Friezaal Trim .. F—I If Colorplus list trim color Wood Grain l Rustic Smooth crolar are limited b he mlore oMON b evailabil' m:pFe1 Indicate Type of Siding removed OVER aI QrsMY r stucco TRIM YIN Circle H for Hard)o, V for Vinyl & indlCOW # of Frames Aiurpinum= Vinyl or Wood = From Left # of Frames Window( Door. H V PONLYwharenaw eldary is bbelnadeli.dard two Rl eabengloyeie ae mplace Back $Ingle Garage/ Patio Door: H V Now: Asllsis siding or Sturm vdl not be raarosed Right DouDle Garage Door, H V We do not sire over Ashestos. Now Vinyl New Vinyl Indicate selected material # of Items # of Items Gabb Vents Shutters . Hardie .s r O .pg Stone lNlndows � 'Awnings' :Upur B'� St n. Doors Awnings' : Overts � #of Raised of Pairs Rectangle Raised , Vinyl' Burgizr Bass' A/C Units .Octagon Louvered n Color Col., .Color °seams are not Indibe0 in pAo. huh Collins Buabr Bare can be ramweJ, Wt edlenatm'eQ. r Fabieewnngernn NOT tre remored. rONLY isof(IB Fasm is- I PIJ od- Specify the locations: _ Indioote Posts Beams Triangular Gable Vents Knee Braces Other areas to be mapped Color . Dimensional - Specify the locations: ' - d .. !`,�a W7, The Home Dopot Paint Program alkrnrs up to three (3) colors for the exterior of the home. Siding: Glidden Fortis 450 Satin Chimney Cap Standard Is Black Enamel (this does not count toward the (3) colors) Trim: Glidden Fortis 450 Semi,Gloss Accent: Calldder. Fodtis 450 Saari Gloss NOTE: THD only performs touchup on Color Plus'obs Color 1 Siding Sidieg•s dafirud as the Malin body of the trw•ere including the soda ends and chimney housing if appfm6i. (chimney cap win ba peintad black eneme0 Color - 2 Trim -nn b -- m Sotnt, Fmcla, Frieze, Comas (Inside S Ouislde), Dania Mould, Door & Dwr Frames. W rclows a Smines, Parch Col Inge, Fca1e 8 Railings, GOt— B Downspouts, GAN., Vente & Knee Sn, Color 3 Accent Accent l9 tlefirod as Front Won, Sautiel., 9ay8 Bow Cepe,Omemenlallrpn, efa. Color d Other Omer is dennned as somethinng aoc a, the normal paint service. (i.e. painting window sashes a dfferem coca�thyar thewindowframes) Eatm Paint Charges will apply \CjaM fiia .�� I!•V ' � •t bZ���. 1 4>lr. �}..R.- i�. }F� +Y77•'�' i.'c`dL � Y.,s.<. ,.j;- � � T��''4 y /-_ r 1, 1 MONO revlewotl OM agrao with lhefob epectfldationa deacdhed shoos, —ci I lr.Ne Awed and eg— with the Special Torsos and Conditlens upriso on the rOe9rua Aldo of Ihs yell w(Cuawmer) mpy of this Speo Sheet It rotted wood is discovered AFTER removing the erdeling siding, or if it mould not bo ldenllficd of the tlmo of .ale, there ill be en adtlition-elcl ergs o/yet$_ per Sq. FY, for plywood and $_per LH, FL for Dlmenalprel Luniber. Custwner Slgnaturs: Data: r 5-20-13 white Copy- The Home Deprd Yellow Copy - Customs THD297 Dec 11 2013 17:15 PRl_ STRHL Hardie Fiber Cement Pricing Workshetat CustoniM.,_ 1L�t_.�_i__ Jnyy,/•. 7726, _1099 Miami Unu Product Hoialt _ O ion p'1 _ __ Option A2 Uni>n Total Price Unite Total prim Measure Pri[a Color; 8 114" Seta Cedar-11 ColorPlus 7 inert Reveal Scpjars S93i 81/4" SakC CedarrrWl Prunetl-1'e'vtt _- !- - 1 inch Rmeai _ 3are 8'If4"CarJrial or8oad9tl Pfprted-Paint -_ 7ircfi F2crveal rerc 7 114- §LUWl Cedtnrroa or Smofih 6 inch f2evew ere_�- Siarro ^- StVrsdes - S:ra�Ft - Slaipured Pruncl • Peint ,_-_ - ScLuare 511531 (A) SUSTGTAt .— (9}.$o1fttlFasCta.lFrirlialTritii SntGt 8 F asda Hardie a* - 24" Una Ft S2: Vnr/I V' - 24" �. Lo. Ft. PAlnt_xMing U'•24` .^—_ C.in. Ft _ S9_ - -`-- Scffrtarty Hbttfn 0"-24" l..rn Ft Ynyl 0" 24' L,n Ft S9 .. ...._......__.._....._.__.._... Paint Exstvey ��` l,in FL f5 Fame Gn!Y HartlneTrim-Under 6" Lip FL S72 Hard,tifiim (S(acYt,d) ._ Li}FI. S2a! -rigte 8oartl tlattlieTnm - - l.vl Ft tier or F.xrsUr Nct,ilecWral'rrim Ii�IrdaTrim 3"-6'Lin. ...._t7a/j. --•-- Paim F.xist�--_. _G' ©ardiroard-Skvtlward Iierdie7nm L Un Ft 5 --' --'---... - Paint UenaltvTotdin,.�-•._.-. ____.._.. _.._.....___ ftardirr CelorPlw SoifpuFastaa Trim SterYra shoUW tk added to total vtceot FiardieTran B SUBTU -AL - C) Remove 2nd' ' ar'of SFdin.,g Remove 2ni layer of Sidirtar- __-----.^.�- S ,ern S53 C)SUB70-AL '-- - � Utttnrtow� & i)odr Prim t'Stlsht?s. - ' FtWace[xishrrf,vith hhnnhwIOoor. trams S13G filrtlnn7rim Surma Garaej_l P-atn Wrn_: Ba? S How,hfirtaans _!'ram: 532E DooCb Garage Door.__.__-,__ Frame $427 -.__.--_- Hardie CoforPhs WmdrnvOoor'li;m Slrrd�arpo LrhoLdd tr ackr� to tot_aiyrice of f brrdre lltm) _ 261 _._,_ ..._.._ ......__...._.. ..__.. ..... Pant F_xistlnc Trlm Wtndowi Uoo( ranno $'123 __.._.....-._--.... -y$80 _ Pa!rit£ntirevaWcw) Windowlno« - UNd ��� Sfn a liar I Patio Data - OodD'o Gauge Uonr •---•.-.•. . _ _..... .. _..__.. ID) SUSTO'EAL p.4 &4;2.019 Psgr 1 of 2 THU - Crmhienaal