Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS_1r 4 OFFICE USE ONLY: � � f DATE FILED: y L 1 j� PLAN REVIEW FEE: —� RECEIl'T NO.: n%��ERMIT NUMBER: ` CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION ,2300 Virginia Avenue i�o�- Ft. Pierce, FL 34982-5652 0" � 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPL%(NC�E PROJECT INFORMATION E3Y CL) 1. LOCATION/SITE ADDRESS: --'� 7 Ll--?C"ceounty 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): #/ < /.�Z)-e A./ 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): 9 LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: 11. SETBACKS (ACTUALT FRONT: BACK: RIGHT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION RESIDENTIAL [ ] COMMERCIAL ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. 16. SQ. FT OF CONSTRUCTION: VALUE OF CONSTRUCTION: $ 9, Q/ LEFT SIDE: [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT I st FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: ��C�'/? /-7 Q��-r Q Z C-T ADDRESS: S ® 64 i adJ e- -' // CITY: / '� STATE: ZIP: 7 PHONE (DAYTIME): ZZ- 419',, Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (___) CONTRACTOR INFORMATION ST. of FL REG.CERT #:ST. LUCIE COUNTY CERT #:�/ S� BUSINESS NAME: QUALIFIERS NAME:�� ADDRESS: CITY: STATE: ZIP: -?,(e 9 F 7 PHONE (DAYTIME): e7�-} c1X3— 5/6 V y FAX NO. z, VG V 6 Email: 7'F�Z� ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTEVIE): ) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER - ADDRESS: CITY: STATE: ZIP: ATE: ZIP: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE 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 JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 1 OWNER OR CONTRACTOR SIG TURE STATE OF FLORA�j COUNTY OF ✓ l rl�n The foregoing instrument was acknowledged before me this day of 20 H , byR) �Ush who is personally known or has produced CONTRACTOR SIGNA STATE OF FLORIDA A ems, /�� COUNTY OF J'�((,z.i i I� The foregoing instrument was acknowledged before me this day of 20 %LL by who is personally known or has produced FL— P L— 4 as identification. Signature of Notary 11 P Commission No. :5-1% TARA CRADDOCK Notary Public - State of Floridan 3•� s•: - My Comm, Expires Jan 11, 2015 Commission # EE 54825 t— . as identification. oiP.. ^"Bis TARA CRADDOCK ,�gl(tj Public -State of Flor No. y o m. Expires Jan 11, 2 %;�oFF;q":•° Commission # EE 54825 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SONXTT URE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: SECTION / ` TOWNSHIP3�Z RANGE MAP NO. ZONING Ae— LAND USEA(a)4 �> LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE 'AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC PLUMBING Y!G NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED / DATE COMPLETED INITIALS Jul 2511 12:52p Robert Hershberger Const. 772-223-4640 JOSEPH E, SMITH, CLEI F THE.CIRCUIT COURT - SAINT LUCIE COT" FILE # 3610698 OR Book 3309 PAGE 309, Recorded 07/19/2011 a:.' PM AFC' En REMRDINr RFrURN M! 11ER'.11T NMaPP.- NOTICE OF COMMENCEMENT The undersigned hereby given notice that :mprovcment will be made to certain real property, and in accordance with Chapter 713, Florida ,%auks the following informatics is provided in the Notice oreommencemonl. 1. DESCRIPTION OF PROPERTY (Legal description and street add:csO 2. CENERALDESCRIPTION OF IMPROWNI[ ,N.��Ty�, � 3.OR'iVE11INFORNI'ATION-. a.Namc b. Address D d. Name and addrDss of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S )rAME, ADDRESS AND PHONE NUM TIER; 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE. NUMBER: NUMBER:—�W/ 00 114J 1 400— /T in property 7. Persons within the State of Florida designated by Owner upon whom notices orothcr doatmenls may he served as provided by Section 713.13 (1)(a) T. Florida Statutes: NA%fE,ADDRESS AND PHONE EtUMBF.R: S. In addition to hiensel r or herself. 0wvmr designates the following to rcceire a copy of the Uenor'; Notice as provxled in Section 713.13 (1)(b), Florida Slamtes; NA's1E, ADDRE.V AND PHONE. NUMBER:_—_ ..-- 9.Expiration date a., notice o°commencement (the expiration dull. is I year from the date orrecording unless a different dale is specified) 2C_. Signalure of Owner or ,Owner's Aulborized UfticerfD!mclorlPazlner)Manager a.- ��,6 r V' / e. L —5 / ri4uJIJE/� Print Name and Provide Signatory's Ti1WOlriee r,V State of Florida _ County of s Aoj--f _ The foregoing i strIum�,ent was acknowledged Se:nre me this, t _day nt�]j. a BY� IIO-S 'PL (Nomof e person) (Type of authority ... o.g.Owner, officer, trustee, attorney in fact) For (Name of pnrty on behalf of whom instruocnt was executed) Persrnully Known or produced the following tvg, of ID: NOTARY P6�L7CS7AT f3Fi' MD y" •• Laura M. Bames lt _ Commission # DDS96999 ,,r„ &' ; ?; Fxpires: JULY25,2013 es (Primed Name of Notary Public) tg eture or Notaq 1 iblic) aoHOEn 17[a4ATLSrDCacaOrF'otb, IXC. Under penalties of perjury. I declare that I have read the foregoing and :hat the facts in is are toe to the best of my knowledge and belief (section 92325, Florida Statutes). Sigredure(sl of Owners) or Owner(s)' Authorircd OfficedDfrecrorf r1nerMunuger whosigned above: lay: �� By Pev. aW]tU t,11F+;nec,vLiK) STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY TNATTHIS IS A TRUE AM CORRECT COPY 9 THE ORIGINAL PH E SMITl; _CLERK By: Date Property Appraiser - St.Lucie( ,aunty, FL _- Page 1 of 1 'A"I PROPERTY RECORD CARD John Giles Record: 1 of 2 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 5890 WHIPOORWILL LN ParcellD: 3211-811-0022-000-7 Sec/Town/Range: 11 :36S :38E Account #: 35191 j Map ID: 32/11X Land Use: City/Cnty: SF Res St Lucie County Zoning: AG-2.5 Ownership and Mailing Legal Description Owner: John Giles Janis Giles HIDDEN ACRES BLK C LOT 7 (2.89 AC) (OR 534-2536) Address: 5890 Whipoorwill Ln Fort Pierce FL 34987-3124 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 149500 Land Value: 58100 Acres: 2.89 3/1/1987 30000 01 CV 0534 / 2536 Assessed: 149500 Building Value: 91400 4/1/1985 24000 00 CV 0462 / 2701 Ag.Credit: 0 Finished Area: 2442 SgFt 8/1/1979 0 01 CV 0317 / 0525 Exempt: 55000 8/1/1974 12500 00 CV 0230 / 1295 Taxable: 94500 Taxes: 2168.54 BUILDING INFORMATION Exterior Features View: RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HC - HC YearBlt: 1987 Frame: - Grade: C - C EffYrBlt: 1987 PrimeWall: BW - Brk/Wd Frame StoryHght: 0020 - 2 Story No.Units: 1 SecWall: CB - Cedar Bd/Btn Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall. FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 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. Land Use Type Measure Depth DWC - Driv-Concret Y 1 200 AV AV 1987 1 0100-SF Res 205 -Front Ft 200 629.75 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prelid=321181100220007 7/7/2011 AFTER RECORDING -RETURN TO: JOSEPH E. SPAITH, CLERISOHE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3610698 07/19/2011 at 12:28 PM OR BOOK 3309 PAGE 309 - 309 Doc Type: NC RECORDING: $10.00 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:(% SUBDIVISION BLOCK TRACT LOT�_BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a. Name b. Address T—e%-0 d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: n 1. n rest in property S 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 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 I SECTION 713.13, FLORIDA STATUTES AND CAN 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 of Owner or Print Name and Provide Signatory's Title/Office Authorized Officer/Director/Partner/Manager ey State of Florida County of The foregoing �trumen lt was acknowledged before me this day of 20 1( By I I �'i)GIBS , as ©t I )n pA�/ (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known /or produced the following type of ID: NOTARY PUBLIC-STAT0FrFLORIDA Laura M. Barnes j Commission # DD896999 l(a I hEa & sr)o 95 Expires: JULY 25, 2013 (Printed Name of Notary Public) %ature of Notary lic) BONDED THRU ATLANTIC BONDING Co., ING Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: i/ By Rev. 08/30/2007(Remrding) Page-1 of 14, 1 Arrntint NijmhP.r- 351A1 C-A O ST. LUCIE COUNTY BUILDING DI FOR ml REVIEWED BY DATE p . PLANS D PERMIT . MUST BE CEPT ON JOB OR NO INSPE ON WILL BE MADE Code Area Perimeter Description 2S-ONE FULL STORY OVER 1215 144 BASE (TOTAL 2 FLOORS) BAS - BASE 1215 144 AREA BAS - BASE 12 18 AREA GAA- Garage 484 88 Attached Average OPAA- Open Porch 217 76 Attached Average SPAA - Screen Porch 540 114 Attached Average USL- Utility 117 44 Shed Low mmom THESE PLANS AND ALL PROPOSED ON< ARE SUBJECT TO ANY CORRECTIONSORK REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO http://www.paslc.orglbasearea.asp?sketch=\35000\191001.jpg&account=35191&card=l&parcel=3211-811-0022-000-7 7/7/2011 s lurlua n uuumg t..uuu vlume rage 1 of l f r sr Fb' i BCIS Home . Log In , User Registration Hot Topics Submit Surcharge Stats & Facts . Publications FBC Staff BCIS Site Map Links . Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail _ FL # k =', Application Type: Code Version Application Status " Comments r Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL13192-111 THESE PLANS AND ALL PROPOSED WORK Revision ARE SUBJECT MAW CORRECTIONS 2007 Approved REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)356-6366 chad.diercks@jameshardle.com Chad Diercks chad.diercks@jameshardie.com Chad Diercks 10901 Elm Ave .Fontana, CA 92337 (909)356-6366 chad.dlercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 356-6366 CONCEALED FASTENERS OR ATTACHMENTS chad.diercks@jameshardie.com ARE THE RESPONSIBILITY OF THE Category Panel Walls COHiRACTOR OF RECORD Subcategory Siding, Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, Inc. Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date 01/01/2013 Validated By John Southard, P.E. validation Checklist - Hardcopy Received Certificate of Independence FL13192 R1 COI Florida Certification - ICC-ES Certificate of Independ.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASfM E330 2002 Equivalence of Product Standards Certified By httn://www_floridabuildinL.orLy/nr/nr ann dtl.asnx?naram=wGEVXOwtDotsk%2bCmi7u47.-. 6/9/2010 .1'1V11LLa.17LLi1LLi11�' <.ULLG V11IlI1G ' � l Page 2 ofl Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option C 04/30/2010 05/04/2010 05/10/2010 06/08/2010 FL* Model, Number or Name Description 13192.1 Cempiank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R1 II Install Cemolank.odf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc i Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13192.-RS .AE_Dade-NOA.07-041804.odf j 07-0418.04. FL13192 R1 AE ESR-2290.odf 13192 2 .=,#at' - H_ard_ieP.lankiLap1Siding fber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R1 II Install HardiePiank.odf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc Impact Resistant: N/A Pressure: N/A Created by Independent Third Party: No -Design Evaluation Reports Other: For use in HVHZ install in accordance with NOA FL13192 RI AE Dade NOA 07-041804 odf 107-0418.04. FL13192 RI AE ESR-2290.odf 113192.3 HardieShingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions ! Approved for use in HVHZ: No FL13192 RI II Install HardieShingle Siding.odf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA Inc -Impact-Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other. FL13192 RI AE ESR-2290.odf 13192A HardieShingle Panel fiber -cement notched shingle panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R1 II Install HardieShingle Siding off -Approved for use outside HVHZ: Yes Verified By:-Intertek Testing Services NA -Inc Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: 11 FL13192 R1 AE ESR-2290.odf Oach text Department of Community Affairs Florida Building Code Online CodesandStandards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Far (850) 414-8436 p 20OD-2010 The State of Florida. All rights reserved. Privacy Statement I Copwloht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Produot Approval Accepts ` VaTlilgny SecurcO �Eo.fv• http:l/www-Roridabuil&ng-org/prlpr_app_dtl.aspx?param=WGEVXQwtDgtsk%2bGnUu47... 6/9/2010 ,WOOD i TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING' PANEL SPAN MAXIMUM SPAN IF BLOCK MAXIMUM SPAN RATING2 OR OTHER EDGE WITHOUT EDGE SUPPORTS (IN.) SUPPORT (IN.) 32/ 16 24 24 40/20 40 32 48/24 48 36 For Sl: 1 inch = 25.4 nun. NOTES: 1. Values apply to sheathing Fade, C-C and C-D panels. 2. Span Rating appears on all C-C and C-D panels. 2322.2.6 Roof sheathing for heavy timber construction shall comply with Section 2319.13 of this code. 2322.2.7 Diaphragm boundaries. All roof sheathing act- ing as a diaphragm shall be attached to a minimum 2-inch (51 mm) thick nominal member with its depth equal to or one size greater than the intersecting top chord. This shall be achieved with a continuous structural subfascia, fascia or blocking at 4 inches (102 mm) on center with nails as required for the appropriate thickness of sheathing. 2322.2.8 When existing roofs are reroofed to the point that the existing roofing is removed down to the sheathing, the existing roof sheathing shall be renailed with 8d common nails [0.131 inch (3.3 nun) diameter by 2 '/2 inches (63.5 mm) long with 0.281 inch (7.9 mm) diameter full round head]. Nail spacing shall be 6 inches (152 mm) on center at panel edges, 6 inches (152 mm) on center at intermediate supports and where applicable 4 inches (102 mm) on center over gable ends and subfascia. Existing fasteners may be used to achieve such minimum spacing. - N2?E3 Star- nn lr 1?►nag• Exterior stud walls shall be sheathed o resist the racllaatig o of wind as set forth in Section 1620 and the concentrated loads that result from hurricane -gener- ated wind-borne debris as set forth in Section 1626 of this code and shall be at a minimum any of the following types: 1. Tightly fitted, diagonally placed boards not less than 5/8 inch (17 mm) thickness, nailed with three 8d common nails to each support for .1 inch by 6 inch (25 mm by 152 mm) boards and four 8d common nails for l inch by 8 inches (25 min by 203 mm) boards. ;,-�2. -�2.Wall sheathing shall be plywood, or Product Approved structural panel, rated Exposure 1 with a minimum thick- ness of 19/32 inch (15 mm) and shall be applied to studs spaced not more than 16 inches (406 mm) on center. Wall sheathing shall be continuous over three or more supports and shall be nailed to such supports with 8d common nails. Nail spacing shall not exceed 6 inches (152 mm) on center at panel edges and all intermediate supports. Nail spacing shall be 4 inches (102 mm) on center at corner studs, in all cases. 3. When plywood panel, or Product Approved struchiral panel, sheathing is used, building paper and diagonal wall bracing can be ornitted. 4. When siding such as shingles nailed only to plywood or Product Approved structural panel sheathing, the panel shall be applied with face grain across studs. 2322.4 Exterior wall cladding. 2322.4.1 Plywood, if protected with stucco, may serve for both sheathing and exterior cladding provided: 1. The panel thickness shall be not less than' 9/32 inch (15 mm) and Texture 1-II panels, and the supporting studs shall be spaced not more than 16 inches (406 mm) O.C. 2. All joints shall be backed solidly with 2 inch (51 mm) nominal blocking or studs or the joints shall be lapped horizontally or otherwise watertight. 3. Nailing shall be as set forth in Section 2322.3(2). 2322.4.2 here storm sheathing is provided in accordance wit i ection 2322.3, exterior cladding may be one of the following: 1. Wood siding shall be installed according to its Prod- uct Approval. 2. Wood shingles or shakes attached to the storm sheath- ing, and/or to nailing boards or shingle backer securely attached to the storm sheathing. The mini- mum thickness of wood shingles or shakes between nailing boards shall be 3/8 inch (9.5 mm). SECTION 2323 HiGH-VELOCITY HURRICANE ZONES —FURRING 2323.1 Where the interior of masonry walls is furred, such fur- ring shall be treated and firestopped as herein required and shall be securely fastened to the masonry with not less than one cut nail in alternate course of block. SECTION 2324 HIGH -VELOCITY HURRICANE ZONES — CONNECTORS 2324.1 The allowable loads on all types of connectors shall be as set forth in the standards listed in Section 2314.4 and Table 2324.1. 2324.2 Nails, bolts and other metal connectors that are used in locations exposed to the weather shall be galvanized or other- wise corrosion resistant. 2324.3 In general, nails shall penetrate the second member a distance equal to the thickness of the member being nailed thereto. There shall be not less than two nails in any connec- tion. 2324.4 Except for wood -based structural -use panels and other laminated members manufactured under technical control and rigid inspection, gluing shall not be considered an acceptable connector in lieu of the connectors herein specified. 23.74 2007 FLORIDA BUILDING CODE —BUILDING ICC-ES Evaluation Report ESR-2290 Supplement Issued April 1, 2010 This report is subject to re-examination in one year. VM4W CC-es,®ro 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07450—Fiber-Reinforced Cementitious Panels 07460—Sid'ono"�Y REPORT HOLDER: 17 C' F I L JAMES'HARDIE-BUILDING-PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.iameshardie.com chad.diercks aaiameshardie.com EVALUATION SUBJECT: HARDIESHINGLEn" PANELS, HARDIEPLANK Tm LAP SIDING, AND HARDIESHINGLET" INDIVIDUAL SHINGLES PURPOSE OF THE SUPPLEMENT This.supplementis.issued tG indicate -that the fiber -cement panels, plank iap -siding and cladding -shingles described in the master report ESR-2290 may be used where noncombustible or ignition -resistant exterior walls complying with Section 1403.4 of the 2007 California Building Code are required, provided installation is in accordance with the master report and the additional requirements of Sections 1405.15, 1405.16, and 1405.17of the 2007 California Building Code. The exterior wall coverings may be used in the construction of new buildings located in Fire Hazard Severity Zones within State Responsibility Areas or any Wildland-Urban Interface Fire Area,. provided installation .is also in accordancewith the master report and the additional requirements of Sections 701A.3 and 704A.3 of the 2007 California Building Code. The products(s) recognized in this supplement have not been evaluated for compliance with the Internatfonal WiIdland— Urban Interface Code®. This.supplement=expires concurrently with•the-master-reporttissued-orrApol-1,-2010 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or arty other attributes not specifically addressed nor are they to be construed as an endorsement of the subject ofthe report or a recommendationfor its use. There is no warranty by ICC Evaluation Service, Inc., erpress or implied as to anyfint ing or other matter in this report, or as to arty product covered by the report.- co�uv-m Copyright © 2009 Page 1 of 1 OCC-ES Evaluation Report ESR-2290 Issued April 1, 2010 This report is subject to re-examination in one year yen wAcc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07450—Fiber-Reinforced Cementitious Panels Section: 07460—Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.iameshardie.com chad.diercks aniameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANK TM LAP SIDING, AND HARDIESHINGLETM INDIVIDUAL SHINGLES 1.0 EVALUATIONSCOPE Compliance with the following codes: ■ 2006 Intemational Building Code® (IBC) ■ 2006 Intemational Residential Code® (IRC)- Properties evaluated: ■ Weather protection ■ Structural ■ Types I, II, III, and IV (noncombustible). construction. • Fire -resistance -rated construction ■ Thermal resistance 2.0 USES James Hardie fiber -cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. 3.0 DESCRIPTION 3.1 General: The exterior sidings are single -faced, cellulose fiber — reinforced -cement (fiber -cement) -products. Exterior sidings are identified as HardieShingleTM panel siding, HardiePlankTM (Cemplank®, Sentem and RFC) lap siding, and HardieShingleTM individual shingles. The products comply with ASTM C 1186 as Grade II, Type A. The -products have a -flame -spread index of 0 and a smoke -developed index of 5 when tested in accordance with ASTM E 84. The products (HardiePlankTM, Cemplank®, SentryTM, RFC®, and HardieShingleTM) are Classified as noncombustible when tested in accordance with ASTM E 136. For testing in accordance with ASTM C 177, conductance "IC and resistance "R" values for the products are as shown in Table 2 of this report. When tested in accordance with ASTM E 96, desiccant method, products with _a -thickness of 114 inch (6.4 mm)-and 5/16 inch (7.5 mm) have demonstrated the permeance values given in Table 3 of this report 3.2 Siding: HardieShingleTM panels, HardiePlankTM (Cemplank® SentryTM and RFC) lap siding, and HardieShingIJ"� individual shingles may be used as siding on exterior walls. The exterior sidings are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior -grade top coat. Nominal product dimensions are noted in Table 1. 3.2.1 HardieShingleTm Panels: HardieShingleTM panels are available in a variety of finish textures and are offered in three configurations: half -round, staggered -edge, and square -edge. 3.2.2 HardiePlanO (Cemplank®, SentryTM and RFC®) Lap Siding: Hardiplank, Cemplank, Sentry and RFC lap sidings are available in a variety of finish textures. 3.2.3 HardieShingleTM Individual Shingles: HardieShingleTM individual shingles are available in a variety of finish textures. 3.3 Fasteners: Fastener spacing must be as shown in the tables of this report Fasteners must be corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: AAA- -Walls: The maximum -basic --wind- speeds for - positive or negative transverse load resistance of HardieShingleTM panel, HardiePlanlJm (Cemplank® Sente and RFC') lap siding, and HardieShingleTM individual shingles are presented in Tables 4 through 14. 4.2 Installation: 4.2.1 General: Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. All products are permitted to be cut to shape on -site by the score -and -snap method using a score -and -snap knife, a hand guillotine tor a - handsaw utilizing a carbide blade. A clear distance of 6 inches (152 mm) must be maintained between the siding ICC—ESEvaluationReporlsar--notto.beronstrnedasrepresenting.aesthetics.or.a'Wotherattributesnotspecifrcallyaddressednoraretheytobeconstrued -!TMf� as an endorsement oJthe subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied asge�t <® to airyfmding or other matter in this report, or as to any product covered by the report. ,,,�,,,,� Copyright © 2009 Page 1 of 18 LR-2290 I Most wdelyAccepte, d Trusted Page 2 of 18 and grade. Fasteners used to attach the products are described in Tables 4 through 14. 4.2.2 HardieShingleTm Panels: When installation is on braced wood or metal framing members or solid wood sheathing, a water -resistive barrier must be applied over the wood or metal framing members or solid wood sheathing in accordance with the applicable code. The first notched panel must be trimmed so the end aligns with the furthest stud and is secured above keyways [approximately 8 inches (203 mm) clearance from butt edges of panel] on 16-inch (406 mm) or 24-inch (610 mm) centers "jmaximum 13%4nch (349 - mm) centers for application only to minimum '/is -inch -thick (11.1 mm) oriented strand board sheathing (OSB) complying with U.S. DOC PS21. The panels must be fastened in accordance with the provisions of Table 4 of this report. A nominally 1%4nch-wide-by-%-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum -81/4-inch-wide (210 mm) HardiePlanlJm (Cemplanke, SentryTm and RFC0 lap siding starter course are installed over the water -resistive barrier, with the bottom of the starter strip and starter course even with the bottom of the bottom plate. The siding must be applied horizontally commencing from the bottom course of a wall. The second course, and every following even number course (i.e., fourth, sixth) must commence the equivalent of -one -full stud cavity from the straight -edge -end: The fasteners must penetrate through the previous course and into the substrate (framing members, wood structural panel sheathing or concrete masonry units). When a course is interrupted by a window or doorway, the notched panel application pattern continues as if the -wall were complete. Trim and -comers must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A '/e-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable.,code,.then.caulked.. Vertical joints must -occur over framing members and must be sealed with caulking or covered with battens. 4 2:3 Hardii h {CemplanV, SentryTm and RFC®) L p*Sid g 'WF►en installation is on braced wood or metal framing -members or solid wood sheathing, the lap siding -must be fastened -either through the overlapping 7 planks (face nailed) or through the top edge of single planks (blind nailed) in accordance with the provisions of Table 5 of this report A water -resistive barrier must be applied over the wood or metal framing members or solid wood sheathing in accordance with the applicable code. Lap siding is also permitted to be fastened to a wall constructed of concrete masonry units complying with ASTM C 90, in accordance with Tables through 11. The lap siding -requires -the use of a starter strip to set the first course on the proper angle and to create a drip edge. A nominally 1%-inch-wide-by- 5/is-inch-thick (31.8 mm by 7.9 mm) starter strip is installed over the water -resistive barrier, with the bottom of the starter strip even with the bottom of the bottom plate. The siding must be applied starting at the bottom course of the wall, with a minimum 11/4-inch-wide (31.8 mm) overlap at the top of each plank. Vertical joints must occur over studs, except where the "off -stud splice device" is installed or where the planks are installed to solid wood sheathing complying with the applicable code, and must be staggered on subsequent courses. Where the "off -stud splice device is installed, the splice device's bottom lip must -'be placed over the adjacent solid course of planks. The plank must then be fastened to the framing with corrosion -resistant fasteners_ The abutting plank must be positioned and fastened into place ensuring that the lower edges of the two planks align. The metal device must be located centrally over the vertical joint.) Vertical joints between planks must be lightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in -accordance with the caulk manufacturer's published gapping requirements and caulking application instructions; or (b) covered with an H-section joint cover, or (c) located over a strip of nonperforated flashing complying with ASTM D 226, Type I felt, or other approved flashing. Trim and corners must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A '/s-inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external comers; such gaps must be flashed in accordance with the applicable code, then caulked. 4.2.4 HardieShingle7m Individual Shingles: When installed on solid wood sheathing or equivalent, the Gadding shingles are fastened in accordance with the provisions of either Table 12,. 13 .or 14 of -this .report. A water -resistive barrier in accordance with the applicable code must be applied over the substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first course on the proper angle and to create a drip edge. The nominally I Yrinch-wide-by-'/-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum 81/4- inch-wide (210 mm) HardiePlan[Jm (Cemplank®, SentryTM and RFC`) lap siding starter course are installed over the water -resistive barrier with the bottom of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum ofY4 inch (6.4 mm) apart leaving a minimum side lap of 1% inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of inch (19 mm) and a maximum of 1 inch (25.4 mm) from shingle edges and must be positioned to be covered a nominal 1 % inches (32 mm) by the succeeding shingle course; for 12-inch-wide (305 mm) shingles, the third nail (see Table 14) must be installed mid -span of the shingle. Nails must secure shingles but must not be over -driven- Trim and corners must be installed and the shingles must be finished in accordance with the manufacturer's application instructions. A'/8-inch (3.2 mm) gap must be left at locations where the shingle butts against door and window -trim and- at internal -or- external comers; such gaps must be flashed in accordance with the applicable code, then caulked. 4.3 Fire -resistance -rated Assembly (HardiePlanlJm Lap Siding): The asymmetrical, load -bearing, one -hour fire -resistance - rated wall assembly must consist of nominally 2-by-4 wood studs spaced a -maximum -of 24 inches -(610 mm)-on- center, with two top plates and a single bottom plate. One layer of 5/a-inch-thick (15.9) Type X gypsum wallboard complying with ASTM C 36 or ASTM C 1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4-inch-long (44 mm) cup -head gypsum wall board nails; spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/8-inch-thick (15.9 mm) Type X gypsum wallboard joints and nail heads must be finished in accordance with ASTM C 840 or GA216. The exterior face of the wall must be covered with one layer of (12.7 mm) Type X water-resistant core treated gypsum sheathing complying with ASTM C 36 or ASTM C 1396 and one layer of maximum 12-inch-wide (305 mm) HardiePlankTm (Cemplanle, SentryTm and RFC®) lap siding ES11-2290 1 Most Widely Accept Gd Trusted Page 3 of 18 lapped a minimum of 114 inches (32 mm)_ The %Anch- thick (12.7 mm) Type X water-resistant core -treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. All board joints must be backed by framing. The'/2-inch- -thick -(12.7 mm). Type X water-resistant core -treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/,6-inch-thick _7.5 mm), maximum 12-inch- wide (305 mm) HardiePlank (Cemplank®, SentryTM and RFC') lap siding must be applied over the 1/2-inch-thick (12.7 mm) Type X water-resistant core -treated gypsum sheathing by attaching 1 1/2-inch-wide (38 mm HardiePlankTM (Cemplank , SentryTM and RFC') starter strips attached through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankTM (Cemplank®, SentryTM and -RFC) lap -siding applied - horizontally with a minimum nominally 11/4-inch (32 mm) head lap, and fastened with a single 6d corrosion -resistant common nail driven through the lapped planks at each stud. The axial load must be the lesser of the following, provided structural consideration for axial, flexural and bearing perpendicular -to -grain stresses is in accordance with ANSI/AF&PA NDS-2005 (IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 Fc, which must not exceed 0.78 Fc at a slenderness ratio 1&1d of 33. 6.0 CONDITIONS OF USE The HardieShingleTM panel, HardiePlankTM (Cemplank® SentryTM and RFC() lap siding, and HardieShingleT"I individual shingles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 The James Hardie® Building Products, Inc., products listed in this report must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. 6.2 HardieShingleTM panel, HardiePlankTM (Cemplank e SentryT'and RFCg lap siding, and HardieShingleT individual shingles must be installed on exterior walls braced in accordance with the applicable code. 5.3 Design wind speeds applied to the James Hardie® sidings described in this report must be determined in accordance with the applicable code and must be less than those shown in the wind speed tables in this report. 5.4 The fiber -cement products installed on exterior walls must be installed over a water -resistive barrier in accordance with the applicable code and this report. 5.5 For use in fire -resistance -rated construction, installation must be in accordance with Section 4.3. 5.6 Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.7 The products are manufactured at the following locations, with quality control inspections by Intertek Testing Services, Inc.: ■ Cleburne, Texas ■ Peru, Illinois Plant City, Florida ■ Pulaski, Virginia ■ Sparks, Nevada ■ Tacoma, Washington - Waxahachie, Texas 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated November 2008. 7.0 IDENTIFICATION Pallets of the James Hardie® Building Products, Inc., HardieShingleTM panels, HardiePlank M (Cemplanke SentryTM and RFCo lap siding, and HardieShingleT"I individual shingles must bear a label identifying the manufacturer's name and telephone number, the product name, the name of the inspection agency [Intertek Testing Services, Inc. (AA-690)], and the evaluation report number (ESR-2290). tStR-2290 I Most Widely Accepte gal Trusted Page 4 of 18 TABLE 1--STANDARD NOMINAL PANEL, PLANK & SHINGLE DIMENSIONS Product Width Length or Height Thicknesses (Inches) (Inches) HardiePlankTM lap siding 4, 5/4, 6, 6%, 7%, 7%z, 8, 8'!4; 9%4,'9'/2-& 12 12, 14 feet 5/16 5/, 6, 6% 7%, 7%, 8, CemplanO lap siding 8%, 9'/2 & 12 12, 14 feet 5116 RFC® lap siding 6'/, 7%Z, 8%, 9Y. & 12 12, 14 feet 5/16 HardieShingleTm panel (square & staggered edge) 48 16 inches Y4 HardieShingleTm panel (half round) 48 16,19 inches HardieShingleTm individual shingles 6, 8, & 12 18 inches Y4 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm TABLE 2—"IC'AND "R" VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness a Thermal Conductance 1 Thermal1 Resistance Actual Thermal Conductance z Actual Thermal Resistance z (inch) K e(Btu/hr-fe-°F)linch ( ) �R) R =1/Kell % 1.95 0.51 7.80 0.13 /16 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-eOF = 5.678 W/m`-K 'Based on 1 inch of panel thickness. Actual -value-for-panel .thickness.shown. TABLE 3—PERMEANCE VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness -(inch) Permeance -(peens) % 1.75 /1s 1.54 For SI: 1 inch = 25.4 mm, 1 perm = 57 mg/(s-m2•Pa), per ASTM E96 . M-2290. I Most; WjdelyAcceptf'— �'d Trusted Page 10 of 18 ER TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) No. 8 x 0-15 168 126 105 TM 7% 1-5/8" long x Face Min. No. 20 ga. x 24 20 168 121 105 HardiePlank. 5/16- 7/i 0.323__HD- Screwed 3.62 xA.375_ 40 137 117 95 ribbed bugle Metal C-stud 60 13 105 5 95 head screw No. 8 x 1-5/8" long x Min. No. 20 ga. x 0 168 12 105 HardiePlankTM 5/16 8 0.323" HD Face Screwed 3.62" x 1.375" 24 20 20 40 168 147 1211 110 100 95 ribbed bugle Metal C-stud-_ 60 " 137 105 89 head screw No. 8 x 1-518" long x Min. No. 20 ga. x 0-15 168 121 105 HardiePlankTM 5/16 8% 0.323" HD Face Screwed 3.62" x 1.375" 24 20 40 168 137 121 105 100 95 ribbed bugle Metal C-stud 60 131 100 89 head screw 9/a No. 8 x 1-5/8" long x Face Min. No. 20 ga. x 0-15 20 20 158 158 110 110 95 95 TM HardiePlank 5/16 9,/2 0.323" HD Screwed 3.62" x 1.375" 24 40 126 89 ribbed bugle Metal C-stud 60 126 95 95 85 head screw No. 11 ga. 0-15 168 168 147 HardiePlank rM 5/16 4 1-1/4" long Blind 2 x 4 16 20 168 168 137 Galy. roofing Nailed wood 40 168 147 131 Nail 60 168 147 126 No. 11 ga. 0-15 168 168 147 HardiePlank rm 5/16 � 6 1-1/4" long Blind 2 x 4 1fi 20 . 168 _ . 168 137 gals. roofing Nailed wood 40 168 147 131 Nail 60 168 147 126 No. 11 ga. 0-15 168 168 137 HardiePlankTM 5/16 6% 1-1/4" long Blind 2 x 4 16 20 168 158 137 gals. roofing Nailed wood 40 168 147 126 Nail j - 126 - �-- r No. 11 ga. 0-15 168 147 `126� 'HardiePlank rM 5/16 7% 1-1/4" long Blind 2 x 4 16 20 168 147 126 7'/2 galv. roofing Nailed wood 40 168 1 116 Nail , �, `��60 168 126 110 rM fardiePlank 5/16 8` 1-1/4" long. . Blind 2 x 4 16 20 168 '137- -116- gals. roofing Nailed wood 40 168 ,131 110 Nail 60 158 126 110 No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 8% 1-1/4" long Blind 2 x 4 16 20 168 137 121 gals. roofing Nailed wood 40 168 130 110 Nail 60 158 - 121 _ . 105 No. 11 ga. 0-15 168 137 116 TM HardiePlank 5/16 9% 1-1/4" Iong Blind 2 x 4 16 20 168, 131 110 9,/ galv. roofing Nailed wood 40 158 116 105 Nail 601 147 116 100 No. 11 ga. 0-15 168 121 100 FfardlePlank rM 5116� 12� 1.-1/4" long- - Blind- 2.x 4 16 20: 158-1 16 - 1-.- . 95- galv. roofing Nailed wood 40 137 110 89 Nail 60 126 100 89 No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 4 1-1/4" long Blind 2 x 4 24 20 168 137 121 galv. roofing Nailed wood 40 168 126 110 Nail 60 168 12-1 105 . No. 11 ga. 0-15 168 147 121 HardiePlankTM 5/16 6 1-1/4" long Blind 2 x 4 24 20 168 137 121 galv. roofing Nailed wood 40 168 126 110 Nail 1 601 158 121 105 .ESR2290 I .Most Widely Acceph'.- )d Trusted �� . Page 15 of 18 TABLE 5—MAXIMUM WIND SPEED (mph) (Continued) 0.083" shank 0-15 137 85 - HardiePlankTM 5/16 .6/ x 0.194" HD-x 1'!d-' long Blind - 2.x 4 24 20 126 ' 85 Nailed 40 110 - - galy. siding 60 100 - - Nail 0.083" shank 7/ x 0.194" Blind 0-15 118 85 - TM HardiePlank 5/16 7/2 HD x IYT long Nailed 2 x 4 24 20 116 85 - gaiv. siding 40 100 - - Nail 0.083" shank 0-15 116 85 - TM HardiePlank 5116 8 x 0.194 HD x lY4" long Blind 2 x 4 24 20 116 85 - Nailed 40 95 - - galy. siding 60 89 - - Nail 0.083" shank 0-15 116 85 - HardiePlankTM 5/16 8'/ x 0.194" HD x 1'/" long Blind Nailed 2 x 4 24 20 40 110 100 gals. siding 60 89 - - Nail - G.083"`shank 0-15 105 - - HardiePlankTM 5/16 9/ x 0.194" HD x 1 %d" long Blind 2 x 4 24 20 105 89 9YZ galy. siding Nailed 40 - - 60 85 - - Nail 0.092" shank 0-15 124 113 102 x 0.222" Face 20 124 109 100 HardiePlankTM 5116 12 HD x 2.5" long Nailed 2 x 4 16 40 119 102 94 gals. siding 60 113 98 91 Nail 100 93 - - 0.092" shank 0-15 101 92 - HardiePlankTM 5/16 12 x 0:222" HD x 2.5" long Face 2 x 4 24 20' 101' 89 - Nailed 40 97 - - galy. siding 60 92 - - Nail 0.091" shank, Face 7/16" thick APA 0-15 131 95 - 0.221" HD, Nailed rated OSB 20 126 89 HardiePlankTM 5/16 <-9% 1.5" long through the sheathing or - corrosion overlap @ equivalent solid 40' 60 105 100 85 - - - resistant Nail 12" o.c. sheathing For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 30nd speed design assumptions per ASCE 7-05: 1=1.0, Kw=1, Kd= 0.85, Gcp;= 0.18, Gip; =1.1, Gip =1.4 for heights 60 feet and 1.80 for height > 60 feet. °ET&F pin -fasteners have knurled. shanks.. 5For attaching to wood framing, the minimum fastener penetration into studs must be 1 inch. 6Metal framing members must have a minimum Fy = 33 ksi. 1Hard1eP1,qnk",An Siding yp JamesHardie TM EFFECTIVE APRIL 2009 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit wwvdameshardie.comfor the most recent version. SELECT CEDARMILL© - SMOOTH a COLONIAL SMOOTH° o COLONIAL ROUGHSAWN®- BEADED CEDARMILL© BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK 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 HZ1 OTm PRODUCTS OUTSIDE AN HZ1 OTm LOCATION WILLVOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISITWWW.HARDIEZONE.COM OR CALL STORAGE & HANDLING: p CUTTING INSTRUCTIONS OUFDOORS 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: 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 shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for res P a. Best L Score and snap 1,Shears.(marual, electric or pneumatic) b. Better. i. Dust reducing circular saw equipped with a HerdieBlade saw blade and HEPA vacuum extraction c. Good: I. Dust reducing circular saw with a Hardie8lade saw blade (only use for low to moderate cutting) - NEVER -use -a power -saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark - NEVER dry sweep — Use wet suppression or HEPA Vacuum damage caused by Improper Important Note: For maximumprotection (lowest respirable dust production), James Hake recommends always using "Best" -level cutting methods Mere feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exosrue information is available at www.jamesharde.com to help you determine the most appropriate cutting method for your job requirements. If concern stiff 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. storage and handling of the product. GENERAL REQUIREMENTS: • HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. Irregularities in -framing and sheathing can mirror through the finished application. • HardiePlank lap 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. JamesHardie does -manufacture HardieWrap " Weather Barrier, a non=woven non -perforated housewrapl , which complies vOth building code requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • codes ent fine II agrade rminimummust °f lop n the away from the building in accordance with local building Figure 1 Con ble aon Construction n typically • Do not install James Hardie products, such that they may remain in contact with standing water. water -resistive barrier let -in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. / plywood or 24" o.c. m y- I • DO NOT use stain on James Hardie® products. 0S13 sheathing INSTALLATION: JOINT TREATMENT' (Required for ColorPlus® Finish, Recommended for Primed product) James Hardie does not recommend the use of caulk at field butt joints. Figure 2 stud water -resistive Jl, barrier I 318° from plank edge install planks in moderate contact _I Install factory finished -edges together at butt joints. 0 00 0 0 B0 r Ooo *For other jointing options, refer to local building code or NER 405 "As required by local building code *'*Apply caulk in accordance with caulk manufacturers written application instructions. o a` ,o ° ° °o o , water -resistive ° barrier fastener Installa 1114"starferstrip.to ensure a consistent plank angle leave appropriate gap between ' For additional information on HardieWrapTh' Weather Barrier, consult James Hardie at 1-866-4Hardie 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 [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 linked with other diseases. Some studies suggest smdking may increase these risks. Duringg installation or dandling: (1) work in ouldcur areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardteBlade° saw blade and dust redoing drcular saw attached to a HEPA vacuum; (3) worm others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e g. N 95) in accordance with appliceMe government regulations and manufacturer instructions to further limit respirable silica exposures. During cleanup, use HEPA vacuums or wet cleanup methods -never dry sweep. For further information, refer to our installation 1 stroctions and Material Safety Daly Sheet available at vnvw.jameshardie.com or by ceiling 1 800 9HARDIE (18uo 942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTAIJATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL IN OR DEATH, SD05 s HS0920-P1/4 4109 A 1Uy CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 water -resistive barrier , stud Maintain a 1" - 2" clearance between James Hardie -products.and paths, steps and driveways. Figure 4 HardiePlankO lap siding Maintain a 1/4" clearance between the bottom of James Hardie -products andhorizontal flashing. Do not caulk gap. Figure 7 .— siding Donot 1/4"gap siding Caulk flashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 and end FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for all HardiePlank® lap siding products BLIND NAILING Nails - Wood Framing -•-Siding nail (0.09" shank x 0.221 " HD x 2" long) • 11ga. roofing nail (0.121" shank 0.371" HD x 1.25" long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing -ET & F Panelfast'a' nails or equivalent (0.10" shank 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). stud water -resistive barrier 1 /4m o 24"Figure 10 O.C. max. Maintain a 1" - 2" clearance between James Hardie products and decking material. deck material 1"-2" t At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1 " - 2" clearance between the roofing and the bottom edge of the siding and•trim: Figure 6 r 1.-2. Figure 9 4., KICKOUT FLASHING srepna5nmg l{w Because of the volume of water that can pour down sm brave a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. 1.0 isin esm a The roof must be flashed with step flashing. Where `` �• . wd at° flaahmg the roof terminates, install a kickout to deflect water pnRadQe away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards -are -nailed in place, and then come back to install the Nckout. Figure 9, 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. Face Nailing should only be used where required for high wind areas and must not be used in conjunction with Blind Nailing FACE NAILING Nails - Wood Framing • 6d (0.113" shank x 0.267" HD x 2" long) • Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10" shank x 0.25" HO x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)' stud\ t� 24" ---�-� O.C.:max. Figure 11 Minimum overlap } - —— ° ,\ for Both Face °, blind nail 1J and Blind Nailing I I min. 1 1/4" 0 overlap I f I I water -resistive barrier 1 1/4" min. overlap I, I I 3/4"-1" _ I p I I I face nail I I - water -resistive barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. x The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. When face nailing to OSB; planks must be no greater than 91 /4" wide and -fasteners must be 12" o.c. or less. "Also see General Fastening Requirements. HS0920-P214 4/09 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. Snug ® Flush ® Countersunk, 91 Caulk (V 0 add nail do not under DO NOT Figure A Figure B 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.100% Joint Sealant complying with ASTM C834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back -rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus" Technology touch-up applicator. Touch-up paint should be used.sparingly. If large areas require touch-up, replace the damaged area with new HardiePlanko 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. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Reprinting is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie® products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANIO LAP SIDING WIDTH SQ (1 SQ =100 sq.ft) 5114 (exposure) 4 61/4 5 7114 6 71/2 61/4 8 6 314 81/4 7 9114 8 9112 81/4 12 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 .250 240 .222 214 188. 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: in accordance with ICG-ES Legacy Report NER-005, HardiePlank' lap siding isrecognized as asudabie alternate to that specified in: the BOCA National Building Code11999; the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998International One -and Two -Family Dwelling Code, the 2003 International Building Code, and the 2003International Residential Code for0ne-and Two- FamilyDwel ings. Hard ePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 2486Z State of Florida risting 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 NewYork MEA 223-93•M, and California DSAPA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HS0920-P3/4 4/09