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HomeMy WebLinkAboutSUBMITTED PAPERSDate: Via- Recei t# % ' ,� Permit # Planning & Development Services . Building, & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 Un°� 913n7 (772)462-1553 SPECIALTY PERMIT APPLICATION ❑ Electrical ❑ Plumbing ❑ HVAC ❑ Fence n 0 °� ❑ Shed ❑ Demolition ❑ Gas I& Siding r nett See page 2for instructions and additionalpaperwork required for specialty permits q I y1. Location/Site Address: 9 N �� Fr- ram, E2 , �G ,Sc 7 � :5 2. Parcel ID Number: �(L ��• D o OD — op p /D office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Complete Description of Project or Work: A 7-1c--t'I 'S'. p /N q W 4. Owners Information 5. Contractors Information Name: `s ASS-0 C/�7 a• 7� FL Reg/Cert #: GB C 05'? 8 O 7 Address: yp r % 'J County Cert#: :Zn, � b City: State: rc — Zip: J. C/ L� / Phone: 71; yfi9 5357 O � 6. Value of Construction: $ la 4?6 6 Business Name: Phone: 204t;Y:4y4 r AU"JR f�iPHf't:'d =y EXPIRES: Ma cr, : 2015 ' Eonded Thru Notary Pub; , Undamiters I i61x'�s_vt.�tr Iss OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct d that all work will be ' I j I compliance with all applicable laws regulating co ion and zoning /ti7L�S s 772uCT/�, &e-1 m PRINT OWNER OR CONTRACTOR NAME SIGNATURE OF OWNER O CONTRACTOR STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF JU 20_tx BY -Ja N LN "�-- r WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED + • v f AS ID IFICATION. o7n_�1n m1 ro n V E OR PRINT NAME OF ARY 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 $7500.00 Revised 04/26/2010 NOTICE TO OWNER: FAILURE TQ ,1,11.ECORD A NOTICE OF. COMMENCEMENT MAY RESULT IN YOUR ING TWICE FOR RVIPROVEI ',IS TO YOUR PROPERTY. IF YOU INTENI, OBTAIN FINANCING; 'CONSULT WITH YOUR LET OR AN ATTORNEY BEFORE RECORDING Y--.: NOTICE OF COMMENCEMENT. EXEMPT: A/GBEAT REPLACEMENT -WITH CONTRACT UNDER.$5,000. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use bla k or blue ink only) or typed., This permit application is to be used only for those activities that are not otherwise included under a.primary building permit. This application may not be used for any activity that, includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate'tlie name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if ` applicable), St. Lucie County contractor license number and the name of the business doing the work. 6. Value of Construction Indicate the total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated -with the building/construction activity. Construction value is used to determine.the permit fee. 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."., ❑ Gas Attach 2 piping schematics with,tank size, location, and BTU of;each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans,.2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications ❑ HVAC Attach 2 residential energy studies, 2 manual;J,calculati.ons. 2 sets of duct layouts for new'system or full replacement This application can be submitted to St:,Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. Allpermit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application,please call (772) 462-1553, during regular -office hours (800 'A1VI' = `5:00 PM), Monday. through Friday. NOTE. Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. Property Appraiser - St.Lucie County, FL Page 1 of P PROPERTY RECORD CARD Raymond Ferrucci Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification r�Jz.0 1414-602-0001-000-9 Site Address: 4949 N Al AV ParcellD: J x Sec/Town/Range: 14 :34S :40E Account #: 7334 Map ID: 14/14N Land Use: Condon Zoning: City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Raymond F ucci Dorothy Ferrucci BREAKERS LANDING UNIT 41 AND GARAGE UNIT 3 (OR 1301-554) Address: PO Bo 8 Lin ndale NY 10540-0128 Sales Information Assessment 2011 Final Total Land and Building Date Pri Code Deed Book/Page 2011 Final: 177700 Land Value: 0 Acres: 0.02 5/9/2000 84500 00 WD 1301 / 0554 Assessed: 177700 Building Value: 177700 4/1/1987 120000 00 CV 0539 / 1192 Ag.Credit: 0 Finished Area: 1520 SgFt 10/1/198 104.500 00 CV 0520 / 1016 Exempt: Taxable: Taxes: 3615.44 BUILDING INFORMATION %BPF 1081.8N ,•.. �• YBBl�BR %9P %BPR•5L %OPP•IBB %0A4�36I pia 9Bs3 H 1mM �� 1(BBl 13 B .B` Exterior Features 0010 View: - RoofCover: - RoofStruct: - Base ExtType: X020 - BrkrsLanding YearBlt: 1987 Frame: - Grade: XBS1 - BreakersLndS EfIYrBlt: 1987 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: 2 HeatType: - AvgHt/Fl: STD 1/26ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No, Land Use Type Measure Depth PGAR - Condo GAR Y 1 10000 AV AV 1987 1 0400=Condo N -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=141460200010009 5/2/2012 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Date: 02 May 2012 Receipt #: 0000085275 Permit Number: 1205-0027 Job Address: 4949 N A 1 A (PROJECT) kmount: $75.00 Paid With: CK Check Number: 4204 Paid By: HANKS CONSTRUCTION Received By: eileenn Receipt Online address: http://www.stlucieco.org/planning/permitting.htm Quick Links Permit Status Lookup Online Building Inspection System •r JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3715372 OR BOO] Al PAGE 3,85,.Recorded 06/18/2012 al- 119 PM NOTICE OF COMMENCEMENT Permit No. I a0 �7 D o -t -7 Tax Folio No. +�i y , 2 O6 od - oOp/O State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. legal Description of Property: (and street address if available): 9 N Rvk P`r AtuCie FG-3�9y°i 7W � � CiP7V0I A/Fj General desctf tlon of improvement Owner In orma (on or lessee It\form(ttion f the ssee cant Name $IZt�fKE L a91 Address N ru I IER< Interest n pr Y. Name a d ad ess of fee simple titlehold r (if 'fferent from Contractor's ame: AN F=.J` s rccc® JU re S- ! umbeln Contractor Add Surety (if applicable, a copy of the payment bond is attached): Amount of bond: S Name and address: Phone number: _ Lender Name; Phone Number: Lender's address: 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: Phone Number: In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice rov(de 713.13(1) on a utes. Phone num r of person or entity de Ignate y owner: Expiratio dot of notice of co men em t: (t a expiration da ma not be b fore a completi n of onstru 'on a fin pay nt to the contra r, b w(II be 1 year fro e d e of ecording unless a iffe nt date I spe ified) WARNI GTOOWNER:ANYPAYMENTS ADE YTHEOWNERA ERT EEXPI TIONOFTHENOTI OFCOMMENC ENT ECONSIDERED IMPROP R PA MENTS UNDER CHAPTER 13, P RT I, SECTION 71 .13, ORIDA ATU RESULT IN YOUR D YIN TWICE FOR IMPROV E TO YOUR PROP A TI F COMMEN ME MUST REC RDED AND POSTED ON THE JOB SITE EFORE THE FIRST INSPECTIO . IFYO OBT IN FI NCIN T WIT YOUR ER O ORNEY BEFORE C CI K OR RECORDING R NOTICE OF CO ENCEME . / Under penalty4fpe4ury, I declare that I have rgbd 040oregoing notice of commencement and that the facts stated therein are true to the best of my kno ge and b (ef. (Signal of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this day of O&A r 206?; r� / BY /7tiY% as orp,C•-1Q for TfrTJdEAr�CS G/r¢/ID//1 _ Name of Person_/ , Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed 70 E5V`E® f9.�N 2 6 2012 FAR LEY ENGINEERING, LLC 8800 North US 1 Ste 2, Sebastian, Florida 32958. ' (772) 589-6229 (772) 589-2296 fax Frank Farley PE 40111 CA 28108 FIL i�t$a t,pCOPY If. 1 June , i� St. Lucie County Building. Department Hand Carried by Contractor Ref: 4949 N A1A Unit 75 Ft. Pierce, Florida Dear Sir: RE EI,VE JUN 15 2012 Public Works St. Lucie County, FL In accordance with ESR 2290 (re -issued March 1, 2012, to be renewed March 1, 2014), in order to meet the requirements of the 2010 FBC, 5/ 16" X 7-1 / 4" HardiePlank shall be attached to the existing wood studs at 16" on center as follows: 1. "Face" nailed with 6d (min) common nail through the exposed overlap 2. "Blind" nailed with No 11 gauge x 1-3 / 4" roofing nail through the top edge of the bottom plank Please note that the Wind speeds in the ESR are based upon nominal wind loads. In accordance with the 2010 FBC, the required wind speeds were converted to a nominal wind speed. We suggest all nails be stainless steel. Per 2010 FBC: Wind Speed (Ulti.mate) Exposure Mean Roof Height Risk Category 165ult MPH (128ast) "D" 18' 2 S® o®j;t,dafiy iq,have any questions, please feel free to call. ®®®°° ®°O° s ® ° ° ° hVo 401 1 ® ° ® ° r o° ° o m 4 THESE PLANS AND ALL PROPOSED WORK ®� °rare lep'4v� ARE SUBJECT TO AN`( CORRECTIONS e'�6r°°mot ��� ��Q;` ° REQUIRED BY FIELD INSPECTORS' THAT MAY BE NECESSARY IN ORDER TO CONCUB FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIM OF THE COMACTOROFRECORD S7 LUCIE COURT , BUILDING DIVI REM REVIEW DATE O PLANS D PERMIT MUST DE KEPT ON JOB OR NO INSPrECTI_flN_WIILL BE MADE It;li-Ics tvamation meport ARE THE RFSPONSISILITY of THE Reissued March L 2012 COGTOR OF REMPort is subject to renewal March 1, 2014. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.iameshardie.com chad.diercksO-Oameshardie.coin EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANKT- LAP SIDING, AND HARDIESHINGLETM INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 Intemationa/ Residential Code® (2009 IRC) ■ 2006 Intemationa/ Building Code (2006 IBC) ■ 2006 International Residential Codee (2006 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. The products comply with IBC Sections 1404.10 and IRC Section R703.10. The products comply with IBC Sections 1404.10 and IRC Section R703.10. The products may be used on exterior walls required to be of Type I, II, III or IV construction (IBC). 3.0 DESCRIPTION 3.1 General: The exterior sidings are single -faced, cellulose fiber — reinforced cement (fiber -cement) products. Exterior sidings are identified as HardieShingle rm panels, HardiePlankTm (CemplanO, SentryTm and RFC®) lap siding, and HardieShingle"m individual shingles. A Subsidiary of the International Code Council® The products comply with ASTM C 1186, as Grade II, Type A; have a flame -spread index of 0 and a smoke - developed index of 5 when tested in accordance with ASTM E 84; and are classified as noncombustible when tested in accordance with ASTM E 136. Thermal conductance (K) and resistance (R) values for the products are as shown in Table 2 of this report, based on testing in accordance with ASTM C 177. 3.2 Siding: HardieShingleM panels, HardiePlankTm (Cemplane, SentryTM' and RFC®) lap siding, and HardieShingleTM' individual shingles 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. The products are available in a variety of finish textures. HardieShingle'rm panels are offered in three configurations: half -round, staggered -edge, and square -edge. 3.3 Fasteners: Fastener type and 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: Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM panels, HardiePlankT"" (Cemplanle, Sentryrm and RFC®) lap siding, and HardieShingleTm individual shingles are presented in Tables 3 through 13. 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 may be cut to shape on -site by the score -and -snap method using a score -and -snap knife, a hand guillotine or a handsaw utilizing a carbide blade. A clear distance of 6 inches (152 mm) must be maintained between the siding and the earth. Unless otherwise noted in this report, the products must be installed in accordance with 2009 IBC Sections 1405.16 and 1405.17; 2009 IRC Section R703.10; 2006 IBC Sections 1405.15, 1405.16 and 1405.17; or 2006 IRC Section R703.10, as.applicable. 4.2.2 HardieShingleTM Panels: When installation is on wood or metal framing members, with or without 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 panels must be fastened in accordance with the provisions of Table 4 of this report. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject ofthe report or a recommendation for its use. There is no warranty by /CC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2012 93MM MIR mmxureu ,.-., mrcccuxrs Page 1 of 16 ESR- 2290 1 Most and FILE--COPYP Trusted age 2 of 16 A'/6-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. Horizontal joints must be flashed with metal Z-flashing and occur over solid blocking or wood structural panel sheathing. 4.2.3 HardiePlankTm (Cemplank®, SentryTM and RFC®) Lap Siding: When installation is on wood or metal framing members, with or without solid wood sheathing, the lap siding must be fastened either through the overlapping planks (face nailed) or through the top edge of single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water -resistive barrier must be applied over wood or metal framing members or solid wood sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C 90 must be applied in accordance with Tables 5 through 10. 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. 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'/8-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. Horizontal joints must be flashed with Z-flashing and occur over solid blocking or solid wood sheathing. 4.2.4 HardieShingleTM Individual Shingles: When installed on solid wood sheathing, the cladding shingles are fastened in accordance with the provisions of either Table 11, 12, or 13 of this report. A water -resistive barrier in accordance with the applicable code must be applied over the wood -based sheathing substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first course on the pi roper angle and to create a drip edge. The nominally 1 /4-inch-wide-by-1/4-inch-thick (31.8 mm by 6.4 mm) starter strip and a minimum 81/4- inch-wide (210 mm) HardiePlankTM (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 of 1/4 inch (6.4 mm) apart, leaving a minimum side lap of 11/2 inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of 3/4 inch (19 mm) and a maximum of 1 inch (25.4 mm) from shingle edges and must be positioned to be covered a nominal 11/4 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'/a-inch (3.2 mm) gap must be left at the manufacturer's application instructions. A 1/6-inch (3.2 mm) gap must be left at locations where the shingle 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. Horizontal joints must be flashed with Z-flashing. 4.3 Fire -resistance -rated Wall Assembly (HardiePlankTM 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 5/8-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 wallboard 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 1/2-inch-thick. (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 (Cemplank®, SentryTM and RFC®) lap, siding lapped a minimum of 11/4 inches (32 mm). The /2-inch- 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 1/2-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 5/16-inch-thick (7.5 mm), minimum 12-inch- wide (305 mm) HardiePlankTM (Cemplank®, SentryTM and RFC ) lap siding must be applied over the /2-inch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing by attaching 11/2-inch-wide (38 mm) HardiePlankTM (Cemplank , SentryTM and RFC) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide 1305 mm) HardiePlankTM (Cemplank , SentryTM and RFC ) lap siding applied horizontally with a minimum nominally 1 /4-inch (32 mm) head lap, and fastening with a single 6d corrosion -resistant common nail driven through the lapped planks into 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): Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 P�, which must not exceed 0.78 Pc at a slenderness ratio le/d of 33. ESR- 22901 Most Widely Accepted and Trusted Page 3 of 16 5.0 CONDITIONS OF USE The HardieShingleTm panels, HardiePlankTM (Cemplank®, SentryTm and RFC) lap siding, and HardieShingleTM 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: 5.1 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 instructions, this report governs. 5.2 HardieShingleT"" panels, HardiePlankTm (Cemplank®, SentryTm and RFC) lap siding, and HardieShingleTTM individual shingles must be installed on exterior walls braced in accordance the applicable code. S(Design wind speeds applied to 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 ,4eport. 5.4/The sidings must be installed over a code -complying ✓ water -resistive barrier and as noted in 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. (AA-690): • 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 2005 (editorially revised January 2011). 7.0 IDENTIFICATION Pallets of the JamesHardie Building Products, Inc., HardieShingleTm panels, HardiePlankTm (Cemplank®, Sentry""' and RFC) lap siding, and HardieShingleTm individual shingles must carry a label bearing the manufacturer's name and telephone number, the product name, the name of the inspection agency (Intertek Testing Services NA Ltd)., and the evaluation report number (ESR-2290). TABLE 1—STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HardiePlank® lap siding 4, 51/4, 6, 61/,, 71/4, 71/2, 8, 12, 14 feet 5/16 8/,,9/,,9/2&12 Cemplank® lap siding 51/,, 6� 61/,� 7'/4, 7'/2, 8, 12, 14 feet 5/16 8/4,9/2&12 RFC® lap siding 61/4, 71/2, 81/,, 91/2 & 12 12, 14 feet 5/16 HardieShingleT" panel 48 16 inches 1/4 (square & staggered edge) HardieShingleTM panel 48 16, 19 inches '/4 (half round) HardieShingleTm individual shingles 6, 8, & 12 18 inches 1/4 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2—"K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUALTHERMAL ACTUALTHERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE RESISTANCE2 (INCH) KEFF = (BTUIHR-FT2-°F)IINCH R = 1/KEFF (KEFF) (R) 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-ft2-°F = 5.678 W/m2-K. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. W ESR- 22901 Most Widely Accepted and Trusted 6of16 TABLE 4—MAXIMUM WIND SPEED (mph)' (Continued) PRODUCT STUD BUILDING EXPOSURE PRODUCT (IN- ) FASTENER FASTENING 1 FRAME TYPE SPACING HEIGHT CATEGORY TYPE" METHOD' (IN.) (FT.) THICK. WIDTH B C ET & F Panelfast Min. No. 20 ga, x 3.62" 0-15 20 137 126 95 95 85 HardiePlank® 5/,s 71/2 0.100" x 1.5" Blind Nailed x 1.375" 24 40 116 85 x 0.313" HD Metal C-stud 60 1 105 85 ET & F Min. No. 20 ga. x 3.62" 0-15 126 85 HardiePlank® 5/16 8 Panelfast 0.100" x 1.5" Blind Nailed x 1.375" 24 20 40 116 100 85 - x 0.313" HD Metal C-stud 60 95 ET & F Min. No. 20 ga. x 3:62" 0-15 116 HardiePlank® 5/16 81/4 Panelfast 0.100" x 1.5" Blind Nailed x 1.375" 24 20 40 105 95 x 0.313" HD Metal C-stud 60 85 0-15 170 170 163 Face Nailed 20 170 170 159 HardiePlank® 5/16 5.25 Through 2X4 wood 16 40 170 162 149 common' plank overlap 60 170 155 144 100 148 131 123 0-15 170 160 145 Face Nailed 20 170 156 142 HardiePlank® 5/16 6.25 Through 2X4 woad 16 40 169 145 134 common' plank overlap 60 160 139 129 100 133 117 110 0-15 161 146 133 � HaTdtaP ank .. 25 ' 64io Face Nailed Through 2X4,woo 16, 20 40 161 155 142 132 1 30 22 co plank overlap 60 146 127 118 100 121 107 101 0-15 158 143 130 Face Nailed 20 158 139 127 HardiePlank® 5/16 7.5 Through 2X4 wood 16 40 151 129 120 common' plank overlap 60 143 124 115 100 119 105 1 99 0-15 152 138 125 Face Nailed 20 152 134 122 HardiePlank® 5/16 8 Through 2X4 wood 16 40 146 125 115 common' plank overlap 60 138 120 111 100 114 101 95 0-15 149 135 123 5/16 Face Nailed 20 149 131 120 HardiePlank® 8.25 Through 2X4 wood 16 40 143 122 113 common' plank overlap 60 135 117 109 100 112 99 93 0-15 139 127 115 Face Nailed 20 139 123 112 HardiePlank® 5116 9.25 Through 2X4 wood 16 40 134 114 106 common' plank overlap 60 127 110 102 100 105 93 87 0-15 137 125 113 Face Nailed 20 137 121 111 HardiePlank® 5/16 9.5 Through 2X4 wood 16 40 132 113 104 common' plank overlap 60 125 108 100 100 103 91 86 0-15 161 146 133 Face Nailed 20 161 142 130 HardiePlank® 5/16 5.25 Through 2X4 wood 24 40 155 132 122 common' plank overlap 60 146 127 118 100 121 107 101 0-15 144 131 119 Face Nailed 20 144 127 116 HardiePlank® 5/16 6.25 Through 2X4 wood 24 40 138 118 109 common' plank overlap 60 131 113 105 100 108 96 90 0-15 131 119 108 Face Nailed 20 131 116 106 HardiePlank® 5/16 7.25 Through 2X4 wood 24 40 126 108 100 common' plank overlap 60 119 103 96 100 99 88 - ESR- 22901 Most Widely Accepted and Trusted 16 TABLE 4—MAXIMUM WIND SPEED (mph)' (Continued) PRODUCT STUD BUILDING EXPOSURE PRODUCT (IN.) FASTENER FASTENING FRAME TYPE SPACING HEIGHT CATEGORY TYPE METHOD (IN.) (FT.) THICK. WIDTH B I C D 0-15 119 108 98 No. 11 gauge Blind Nailed 20 119 105 96 HardiePlank® 5/16 9.25 1.25 inch roofing Through top Wood 16 40 114 97 90 Nail edge of plank 60 108 93 87 100 89 - - 0-15 117 106 96 No. 11 gauge Blind Nailed 20 117 103 94 HardiePlank® 5/16 9.5 1.25 inch roofing Through top Wood 16 40 112 96 88 Nail edge of plank 60 106 92 85 100 88 - - 0-15 137 124 113 No. 11 gauge Blind Nailed 20 137 121 110 HardiePlank® 5/16 5.25 1.25 inch roofing Through top Wood 24 40 132 112 104 Nail edge of plank 60 124 108 100 100 103 91 86 0-15 122 111 101 No. 11 gauge Blind Nailed 20 122 108 99 HardiePlank® 5/16 6.25 1.25 inch roofing Through top Wood 24 40 118 100 93 Nail edge of plank 60 111 96 90 100 92 - - No. 11 gauge Blind Nailed 2 x 4 0-15 20 112 112 101 99 92 90 HardiePlank® 5/16 7.25 1.25 inch roofing Through top wood 24 40 107 92 Nail edge of plank 60 101 88 No. 11 gauge Blind Nailed 2 x 4 0-15 20 110 110 99 97 90 88 HardiePlank® 5/16 7.5 1.25 inch roofing Through top wood 24 40 105 90 - Nail edge of plank 60 99 86 - No. 11 gauge Blind Nailed 2 x 4 0-15 20 106 106 96 93 87 - HardiePlank® 5/16 8 1.25 inch roofing Through top wood 24 40 101 87 Nail edge of plank 60 96 No. 11 gauge Blind Nailed 2 x 4 0-15 20 104 104 94 91 85 - HardiePlank® 5116 8.25 1.25 inch roofing Through top wood 24 40 99 - Nail edge of plank 60 94 - No. 11 gauge Blind Nailed 2 x 4 0-15 20 97 97 88 85 HardiePlank® 5/16 9.25 1.25 inch roofing Through top wood 24 40 93 - Nail edge of plank 60 88 - No. 11 gauge Blind Nailed 0-15 95 87 HardiePlank® 5/16 9.5 1.25 inch roofing Through top Wood 24 40 92 - Nail edge of plank 60 87 0-15 170 170 169 No. 11 gauge Blind Nailed 20 170 170 165 HardiePlank® 5/16 5.25 1.75 inch roofing Through top Wood 16 40 170 168 155 Nail edge of plank 60 170 161 150 100 154 136 128 0-15 170 166 151 5/76 No. 11 gauge Blind Nailed 20 170 161 147 HardiePlank® 6.25 1.75 inch roofing Through top wood 16 40 170 150 139 Nail edge of plank 60 166 144 134 100 137 122 114 0-15 167 152 138 Hard ee 6T r /16 7 25� No -Ill g ua ee ,7.5 incfi�oofing Blind Nailed prhrough top 20 1'6 40 167 160 147 137 f�35 127 i _ Nail _ # edge of plank -� 60 152 132 122 100 126 111 104 0-15 164 149 135 No. 11 gauge Blind Nailed 20 164 144 132 HardiePlank® 5/16 7.5 1.75 inch roofing Through top Wood 16 40 157 134 124 Nail edge of plank 60 149 129 120 100 123 109 102 0-15 157 143 130 5/16 No. 11 gauge Blind Nailed 20 157 139 127 HardiePlank® 8 1.75 inch roofing Through top Wood 16 40 151 129 119 Nail edge of plank 60 143 124 115 100 118 105 98 ICC-ES Evaluation Report ESR-2290 Supplement Reissued March 1, 2012 This report is subject to renewal March 1, 2014. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.iainesh'ardie.com chad.diercks(&Oameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANK TM LAP SIDING, AND HARDIESHINGLETM INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2007 California Building Code (2007 CBC) ■ 2010 California Building Code (2010 CBC) Properties evaluated: ■ Weather protection ■ Structural ■ Types I, II, III, and IV (noncombustible) construction ■ Fire -resistance -rated construction ■ Thermal resistance 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the fiber -cement panels, lap siding and cladding shingles described in the master report ESR-2290 are noncombustible materials and may be used where ignition -resistant construction is required by Section 704A.3 of the 2007 California Building Code (CBC) or Section 707A.3 of the 2010 CBC, provided installation is in accordance with the master report and the applicable requirements of Sections 1405.15, 1405.16, and 1405.17 of the 2007 CBC or Sections 1405.16 and 1405.17 of the 2010 CBC, as applicable. The exterior wall coverings may be used in the construction of new buildings located in Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area, as permitted in Section 701A.3 of the 2007 and 2010 CBC. The products recognized in this supplement have not been evaluated for compliance with the International Wildland-Urban Interface Code . This supplement expires concurrently with the master report reissued on March 1, 2012. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed F_ 1 I as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as 1 to any finding or other matter in this report, or as to any product covered by the report. �a 1011 Copyright © 2012 Page 7 of 1 w Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 05/14/2012 BREAKERS LANDING CONDO ASSOC INC 4949 N A1A FORT PIERCE, FL 34949 Review Comments for Owner Page 1 Permit Number: 1205-0027 As of today's date your Contractor is being notified along with yourself that the referenced building permit has some issues listed in the comments below. We have asked that these issues be dealt with as quickly as possible so that we are able to continue to process this permit in a timely manner. This information is being shared with you so you are aware of the status of your permit. PROPERTY.INFORMATION CONTRACTORS INFORMATIOA 4949 A 1 A 26022 HANKS CONSTRUCTION LLC FORT PIERCE 34949 HANKS, JON CHRISTIAN 511 DAHLIA LN APPLICATION INFORMATION VERO BEACH, FL 32963 Permit Number: 1205-0027 Application Type: Building Permit w/o subs Activity Type: Other Activity: Permit Type: Building (Miscellaneous) Stories 1 REVIEWS AND COMMENTS Review TO Status Reviewed By Date Started Date Complete Date Released Front Counter Review Complete Eileen Norton 05/02/2012 Review Type Status Reviewed By Date Started Date Complete 'Date Released Plans Examiner Review Incomplete Joe Cicio 05/14/2012 _ 05/14/2012 1 Comment CONTRACTOR TO IDENTIFY WHICH PLANK IS TO BE USED** NEED THICKNESS, WIDTH, BUILDING HEIGHT, ETC AS SPECIFIED WITHIN THE APPROVAL * 05/14/2012 2 Commenl THE PERMIT APPLICATION STATES " HARDIE PLANK "YOU HAVE SUBMITTED MATERIAL FOR CEMPLANK ??? 05/14/2012 3 Commenl PAGE 9 OF THE PRODUCTAPPROVAL DISCUSSES DESIGN LOADS AND TABLE 3 HAS CRITERIA TO DETERMINE WIND SPEEDS. [This project is in a 165 m.p.h. exposure D zone ] CORRELATE THE ASD FROM PAGE 10 TO THE LOADS ON THE PRODUCT SHEET SELECTED i Planning& Development Services Review Comments for Owner Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Page 2 Fort Pierce, FL 34982 ns/14/gn1? 4 - Comment COMMENTS MAILED AND FAXED AS OF THIS DATE Review Type Status To Be Review by Plans Exan Complete Reviewed By Date Started Date Complete Date Released Joe Cicio 05/14/2012 05/14/2012 =•4 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 4949A 1 A N (PROJECT) City / State / Zip: FORT PIERCE Parcel # : 1414-602-0000-000/0 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1205-0027 Activity Type: Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: HANKS, JON CHRISTIAN Business Name: HANKS CONSTRUCTION LLC Business Addr: 511 DAHLIA LN Review Comments FL 34949 Jurisdiction: St. Lucie County Lot # : Block: Page 1 Owner(s): BREAKERS LANDING CONDO A Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-562-2367 City / State / Zir VERO BEACH, FL 3296: REVIEWS AND COMMENTS Review Type Status Reviewed By Front Counter Review Complete Eileen Norton Notified for Pickup Complete Audrey Humphrey Date Started Date Complete Date Released 05/02/2012 06/14/2012 06/14/2012 Plans Examiner Review Incomplete Joe Cicio 05/14/2012 05/14/2012 1 Comment CONTRACTOR TO IDENTIFY WHICH PLANK IS TO BE USED ** NEED THICKNESS, WIDTH, BUILDING HEIGHT, ETCAS SPECIFIED WITHIN THE APPROVAL* 05/14/2012 2 Comment THE PERMIT APPLICATION STATES " HARDIE PLANK " YOU HAVE SUBMITTED MATERIAL FOR CEMPLANK ??? 05/14/2012 3 Comment PAGE 9 OF THE PRODUCTAPPROVAL DISCUSSES DESIGN LOADS AND TABLE 3 HAS CRITERIA TO DETERMINE WIND SPEEDS. [ This project is in a 165 m.p.h. exposure D zone ] CORRELATE THE ASD FROM PAGE 10 TO THE LOADS ON THE PRODUCT SHEET SELECTED 05/14/2012 4 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE To Be Review by Plans Exan Complete Joe Cicio 05/14/2012 05/14/2012 CTH1215 5'[��J i72- 1{'73- 4's2 Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department . 2300 Virginia Avenue Fort Pierce, FL 34982 Page 1 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 4949 A 1 AN (PROJECT) City / State / Zip: FORT PIERCE FL 34949 Parcel # : 1414-602-0000-000/0 Jurisdiction: St. Lucie County Zoning: HIRD Lot#: Block: APPLICATION INFORMATION Permit Number: 1205-0027 Activity Type: Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: HANKS, JON CHRISTIAN Business Name: HANKS CONSTRUCTION LLC Business Addr: 511 DAHLIA LN Owner(s): BREAKERS LANDING CONDOi Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-562-2367 City / State / Zir VERO BEACH, FL 3296 REVIEWS AND COMMENTS Review Type Status Reviewed By Front Counter Review Complete Eileen Norton Plans Examiner Review Incomplete Date Started Date Complete Date Released 05/02/2012 Joe Cicio 05/14/2012 05/14/2012 1 Commeni CONTRACTOR TO IDENTIFY WHICH PLANK IS TO BE USED ** NEED THICKNESS, WIDTH, BUILDING HEIGHT, ETC AS SPECIFIED WITHIN THE APPROVAL * 05/14/2012 2 Commeni THE PERMIT APPLICATION STATES " HARDIE PLANK "YOU HAVE SUBMITTED MATERIAL FOR CEMPLANK ??? 05/14/2012 3 Commenl PAGE 9 OF THE PRODUCTAPPROVAL DISCUSSES DESIGN LOADS AND TABLE 3 HAS CRITERIA TO DETERMINE WIND SPEEDS. [This project is in a 165 m.p.h. exposure D zone ] CORRELATE THE ASD FROM PAGE 10 TO THE LOADS ON THE PRODUCT SHEET SELECTED 05/14/2012 4 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE To Be Review by Plans Exan Complete Joe Cicio 05/14/2012 05/14/2012 TRANSMISSION VERIFICATION REPORT TIME 05/12/2012 17:05 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE,TIME 05/12 17:04 FAX NO../NAME 917725622367 DURATION 00: 00: 30 PAGE(S) 01 RESULT OK MODE STANDARD ECM Planning & Development services Building & Code Regulation Division Review Comments Permitting Department 2300 VirginlaAvenue Fort Pierce, FL 34982 Phone: (772) 462.1553 Fax' (772) 462-1578 PROPERTYINFORMATlON Address: 4949 A 1 AN (PROJECT) City 1 State! Zip: FORT PIERCE FL 34949 Parcel #' 1414-502-0000.00010 Jurisdiction_ St. Lucie County Zoning: HIRD Lot # : Block: APPLICATION INFORMATION Permit Number' 1205-0027 Activity Type' Permit Type: Building (Miscellaneous) CON7"RACTOR 11VF0RMATI0N G¢ntractor Name' HANKS, JON CHRISTIAN Business Name: HANKS CONSTRUCTION LLC Business Addr' 511 DAHLIA LN Page 1 Owner(s): SPEAKERS LANDING CONDO i Application Type: Building Permitwlo subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-562-2367 City I state I zir VERO BEACH, FL 3296 REVIEWS AND COMMEN75 Review Type Status Revle.NR 6q Front Counter Review Complete Eileen Norton Date Started Date late QM Released W0212012 —• ..-----•---w_.._... ,..�......�ae ifu%Cicie 0511412012 Planning & Development Services Building &Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments PROPERTY INFORMATION Address: 4949 A 1 AN (PROJECT) City / State / Zip: FORT PIERCE FL 34949 Parcel # : 1414-602-0000-000/0 Jurisdiction: St. Lucie County Zoning: HIRD Lot # : Block: APPLICATION INFORMATION Permit Number: 1205-0027 Activity Type: Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: HANKS, JON CHRISTIAN Business Name: HANKS CONSTRUCTION LLC Business Addr. 511 DAHLIA LN City / State / Zir VERO BEACH, FL 3296: REVIEWS AND COMMENTS Review Type Status Front Counter Review Complete Notified for Pickup Complete Plans Examiner Review Incomplete Page 1 Owner(s): BREAKERS LANDING CONDO A Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-562-2367 JUN 15 2012 public W.r1rs Reviewed By Date Started Date Complete Date Released Eileen Norton 05/02/2012 Audrey Humphrey Joe Cicio 06/14/2012 06/14/2012 05114/2012 05/14/2012 1 Comment CONTRACTOR TO IDENTIFY WHICH PLANK IS TO BE USED - NEED THICKNESS, WIDTH, BUILDING HEIGHT, ETC AS SPECIFIED WITHIN THE APPROVAL 05/14/2012 2 Comment THE PERMIT APPLICATION STATES " HARDIE PLANK " YOU HAVE SUBMITTED MATERIAL FOR CEMPLANK ??? 05/14/2012 3 Comment PAGE 9 OF THE PRODUCT APPROVAL DISCUSSES DESIGN LOADS AND TABLE 3 HAS CRITERIA TO DETERMINE WIND SPEEDS. [ This project is in a 165 m.p.h. exposure D zone ] CORRELATE THE ASD FROM PAGE 10 TO THE LOADS ON THE PRODUCT SHEET SELECTED 05/14/2012 4 Comment COMMENTS MAILED AND FAXED AS OF THIS DATE To Be Review by Plans Exan Complete Joe Cicio 05/1412012 05/1412012 PLANNING & DEVELOPMENT SERVICES 2300 VIRGINIA "E., FT. PIERCE, FL 34982-5632 BUILDING do CODE REGULATIONS FORWARDING SERVICE REQUESTED SSA PN 02 1M $ 00.450 0004273837 MAY15 2012 MAILED FROM ZIP CODE 34982 RETURN TO SE:NDE:R MNSUFFICIENT ADDRESS ►.. NAGLE TO FORWARD I„III] ,,,1,1,1,1„11,,, l L,,, I, it 1,,pill) ,1„ h l