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11110130CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 21683 CASTLETON ST I RENEWAL OR: AMERICAN HOME I PERMIT NO: 11110130 OWNER'S NAME: BAILEY JOHN O AND ALVADA J 310 SHAW RD STE A I DATE ISSUED: 11/222011 �ER'S PHONE: 4082575194 1 S SAN FRANCISCO, CA 94080 1 PHONE NO: (650)553-9054 LICENSED CONTRACTOR'S DECLARATION License Class Lic.9 ?j4o5g % Contractor .FML-Zte_4,J POC F—JDate 11 2z I) 1 hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is In full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertin' icipal Code, Section 9.18. BUILDING PERMIT INFO: BLDG r ELECT r PLUMB rl MECH r RESIDENTIAL r COMMERCIAL r� JOB DESCRIPTION: INSTALL HARDIE SIDING 700SQFT FOR SINGLE FAMILY DWELLING Sq. Ft Floor Area: I Valuation: $8500 APN Number: 35618066.00 ) Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Date 11 17I ) I Issued by: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save t mnify and keep harmless the City of Cupertino against liabilities, judgments, Pend expenses which may accrue against said City in consequence of the ug of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Date: RE -ROOFS: All roofs shall be inspected prior to any roofing material beirg installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection, Signature of ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533, and 25534. Owner ar out '= agent: 111-2- 1) Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of cork's for which this permit is issued (Sec, 3097, Civ C.) Lender's Name Lender's Address I understand my plans shall be used as public records. Signature Date I Licensed • 3 ITEMS OF 4 • • CITY OF CUPERTINO PERMIT RECEIPT Sec: Twp: Rng: Sub: Blk: Lot: APN ........: 35618066.00 DATE ISSUED.......: 11/22/2011 RECEIPT #.........: BS000015388 REFERENCE ID # ...: 11110130 SITE ADDRESS .....: 21683 CASTLETON ST SUBDIVISION ....... CITY CUPERTINO IMPACT AREA ....... OPERATOR: patg COPY # : 1 OWNER ............: BAILEY JOHN 0 AND ALVADA J ADDRESS ..........: 21683 CASTLETON ST CITY/STATE/ZIP ...: CUPERTINO, CA 95014-4702 RECEIVED FROM ....: PERMIT SERVICES INC CONTRACTOR .......: MARC STELZER LIC # 22705 COMPANY ..........: AMERICAN HOME RENEWAL INC ADDRESS ..........: 310 SHAW RD STE A CITY/STATE/ZIP ...: S SAN FRANCISCO, CA 94080 TELEPHONE ........: (650)553-9054 FEE ID UNIT QUANTITY AMOUNT PD -TO -DT THIS REC, NEW BAL ---------- ------------- 1BCBSC VALUATION ---------- 8,500.00 -------------------- 1.00 0.00 ---------- 1.00 ---------- 0.00 1BSEISMICR VALUATION 8,500.00 0.85 0.00 0.85 0.00 1SIDEOTHER SQ FEET 700.00 588.00 0.00 588.00 0.00 TOTAL PERMIT ---------- ---------- 589.85 0.00 ---------- 589.85 ---------- 0.00 METHOD OF PAYMENT AMOUNT REFERENCE NUMBER ----------------- --------------- CHECK 704.85 -------------------- #3208 TOTAL RECEIPT RECEIPT -------------- 704.85 • 0 • ICUPERTINO — I MFW r'r1NJSTR11r•TInM ex CONSTRUCTION PERMIT APPLICATION I &Il COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION "22 10300 TORRE AVENUE • CUPERTINO, CA 95014.3255 (408) 777-3228 • FAX (408) 777-3333 • building(Mcuoertino.orGp L�er.l•wG DFJ% I I AllllrTl(lAI 1 I n 11 11AIRIi, PROJECT ADDRESS 'Z I fo g j GA j7 �E7 -T- APN OWNER NAME ( P OI'11 ^ STREET ADDRESS -2 3 /',I_-I�T_ 1 LL I9n /.�60-1rl 1� (��J CK,E--rVMAIL clj�� GR FAX -ib �IJJ��''jj ,.JO / /v( TA) Z CONTACT NAME r II 1 G 1'�C PH NE O5 O B -MAIL STREET ADDRESS 3(a (4/9"" � 1_Y1 CI .ST T, ZIP ,E..� r�r+AXls�o e14T-kXl FAX ❑ OWNER ❑ OWNER -BUILDER ❑ OWNERAGENT XCONERACPOR ❑CONTRACTORAGENr ❑ ARCHITF.Cr ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE NUMBE LIC SE TYPE BUS. LICA 7 GI 7 COMPANY NAMEc- I c)04C �A-I ^JR (�..-I E-MAIL re so- . - O� STR IO DD S TY. STAGE, 7.IP�.2 i TAGI Jc.O CA . %' � d ! �('H D - SS � %OS ARCHITECT(ENGINEER NAME LICENSE NUMBEERT^/ BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK I A) —wf 1 f ./hurl C S I [-'>f A) TO FPO A r cJ A r—C— �� EXISTINGUSE PROPOSED USE CONSTR. TYPE pSTORIES 2 OCC ME DESCRIPTION SO FT VALUATION III EXISTG NEW FLOOR DEMO TOTAL O AREA AREA AREA NET AREA r re r S BATHROOM KITCHEN OTHER REMODELAREA RFMODELAREA REMODELAREA PORCH AREA DECK AREA TOTAL DECKTORCH AREA GARAGEAREA: 13DETACH ❑ ATTACH e DMILANG mrs INASECONDNVR ❑YFS D(ARIDBTORY ❑YFS BEINGADOEW ❑NO I ADDITION El No ZLIIB]'IGN: PIIWN'1IHCNvON ❑ VIM PIANNNO II'VI:S, PHOVIOI:COYY OP ,IM1'IYOAPNHOVALILTTr'H PLANT'lilt'S NAME'. �-r RECEIVEDBY: "1' 1p 5 rA TOTA _ WPI., (:]NO .5 CTO By my signature below, 1 certify to each of the following: 1 am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct. 1 have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. 1 authorize representatives of Cupertino to enter the above -identified property for inspection purposes. Signatureof Applicant/Agenc Date: 11 2-Z- I ) SUPPLEMENTAL INFO 10NREQU[RED PLANCHECKTYPE ROUTINGSLIP LJ New SFD or Multifamily dwellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building OVER-THE-COUNTERa1S uaomG PLAN REVIEW permit for new building. '❑ EXPRESS ❑ PLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLIC WORKS form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT Copy of Planning Approval Letter or Meeting with Planning prior to ❑ MAJOR ❑ SANITARY SEWER DISTRICT submittal of Building Permit application. ❑ ENVIRONMENTAL HEALTH BldgApp_2011.doc revised 03116111 11 • • CITY OF CUPERTINO FEE ESTIMATOR — BUILDING DIVISION ImADDRESS: 21683 castleton st. DATE: 11/22/2011 APN: I BP#: REVIEWED BY: bobs. 'VALUATION: $8,500 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex USE: F.aee. m Puma Fee: PENTAMATION 1 GENRES PERMIT TYPE: At WORK install hardie siding 700 s.f. for sfd. SCOPE Plumb. lnsr. Pre: NOTE. This estimate does not Include fees due to other Departments (ie. Planning, Public Works, Fire, Sanitary Sewer District, School District. etc.). These fees are based on the arelindnary information available and are only an estimate. Contact the Deal for addn7 info. FEE ITEMS (Fee Resolution 11-053 E/i 71111 1) Meek 1'4m Check I'hunh, i'lnn Cheek Elea Piau Chc."4 r eah. Yerwil Fere Plumb. Permil 1,ee: F.aee. m Puma Fee: (7llrrr d1r�dM. hap. (Vier Plumb Lrvp. 01her Elee., Lnp. M17 ch Imp. Fee.: Plumb. lnsr. Pre: F,lec. Ince. Fee. NOTE. This estimate does not Include fees due to other Departments (ie. Planning, Public Works, Fire, Sanitary Sewer District, School District. etc.). These fees are based on the arelindnary information available and are only an estimate. Contact the Deal for addn7 info. FEE ITEMS (Fee Resolution 11-053 E/i 71111 1) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 F700s.f $588.00 Siding IS/DEOTHER I All Other Suppl. PC Fee: (j) Reg. Q OT T 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee. -0 Reg. Q OT0,0 1 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 C'onstr u:tion 7ba Administrative Fce. Q 0 Work Without Permit? O Yes (F) No $0.00 Advanced Planning Fee: $0.00 Select Non -Residential Building or Structure � Travel Docmne nfation Fees.. Strome Motion Fee: IESEISMICR $0.85 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 , SUBTOTALS: $1.85 $588.00 TOTALFEE: $589.85 Revised: 10/01/2011 L7J • • ICC -ES Evaluation Report � ' ESR -2290 f Issued March 1, 2011 This report is s b e� jre-examination in one year. www.icc-es.ora 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 PROQtts'�S, INC. 10901 ELM AVENUE a �1L.7� > FONTANA, CALIFORNIA 92337 L' d v �r,� (800)942.7343 NQ www.lameshardia.com � 22 2011 chad.dlereks(cb(ameshardie.coBi ;•� EVALUATION SUBJECT: HARDIESHINGLETM PANELS, HARDIEPLANKTM LAP SIDING, AND HARDIESHINGLETM INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Cod? (2009 IRC) ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) Properties evaluated: ■ Weather protection ■ Structural ■ Types I, Il, 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 HardieShingleTM panels, HardiePlankTM (Cemplank®, SentryTM and RFC*) lap siding, and HardieShingleTM individual shingles. 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: HardieShingleTM panels, HardiePlankTM (Cemplank®, 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. HardieShingleTM 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, HardiePlankTM (Cemplank®, SentryTM 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 jobslte 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 HardleShingleT 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 us representing ,.thetics or any other ahributes not specifically addressed, nor are they to be construed ,s on endorsement of the subject of the report or o recommendation for Its use. There is no vurramy by ICC Evaluorion Service, LLC, express or implied, us to any finding or other matter In this report, or as to any product covered by the report. �•� Copyright 0 2011 Page 1 of 18 i • • • ESR- 2290 1 Most Widely Accepted and Trusted Page 2 of 16 A'/e-inch (3.2 mm) gap must be left at locations where the siding butts against door and window Vim 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 HardiePlank' (Cemplank°, Sentry'"^ 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'/a-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 HardieShingle' 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 proper 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 8'/4 - inch -wide (210 mm) HardiePlankT (Cemplank`, SentryT 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 inch (6.4 mm) apart, leaving a minimum side lap of 11/2 inches (38 mm) between thejoints 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 04 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 '/e -inch (3.2 mm) gap must be left at the manufacturer's application instructions. A '/winch (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 (HarciePlank' 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 6/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 1'/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 '/8 -inch -thick (15.9 mm), Type X, gypsum wallboardjoints 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 (Cemplank°, Sentry T"" and RFC°) lair siding lapped a minimum of 1'/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 '/2 -inch - thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing must be fastened to the framing members with 1'/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 '/16 -inch -thick (7.5 mm), minimum 12 -inch - wide (305 mm) HardiePlankT"^ (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 11/2 -inch -wide (38 mm) HardiePlankT (Cemplank , SentryT and RFC°) starter strips through the gypsum sheathing into the bottom plate and 12 -inch -wide 5305 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): 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 F, at a slenderness ratio lyd of 33. ESR- 2290 Most WidelyAccepted and Trusted Page 3 of 16 5.0 CONDITIONS OF USE The HardieShingleT ® panels, HardiePlank' (Cemplank•, • SentryTM and RFC) lap siding, and HardieShingleT"" 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. CJ 11 5.2 HardieShingleT" panels, HarciePlankT (Cemplank•, SentryTM and RFC`) lap siding, and HardieShingleT"' individual shingles must be installed on exterior walls braced in accordance the applicable code. 5.3 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 report. 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., HardieShingleT"^ panels, HardiePlankTM (Cemplanko, 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) HardlePlank' la siding P 9 4. 5'/,, 6,6'/,, 7'/,, 7'/r, 8, 81/4, 9'/,, 9%& 12 12, 14 feet , Cemplank' lap siding 5'/,, 6, 04. V1,, 71/,,8, 8/,,9/z&12 12 14 feet s/s RFC' lap siding 6'/,, 7'/,, 1114, 9% & 12 12,14 feet 'l,e HardleShingleT panel (square & staggered edge) 48 16 inches , /, HardieShingle- panel (half round) I 48 16, 19lnches 6.62 HardieShingle— Individual shingles I 6, 8, & 12 18 Inches '/, 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' RESISTANCE' (INCH) KEFF=(BTU/HR-FT''F)BNCH R=1/KEFF (KEFF) (R) '/, 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-ft''F = 5.678 W/m'-K. 'Based on 1 inch of panel thickness. 'Actual value for panel thickness shown. IMES Evaluation Report ESR -2290 Supplement Issued March 1, 2011 This report is subject to re-examination in one year. www.icc-es.org 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.iameshardie.com chad.d iercksCd)i a meshardie.com EVALUATION SUBJECT: HARDIESHINGLEna PANELS, HARDIEPLANK� LAP SIDING, AND HARDIESHINGLE� 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 productsrecognizedin this supplement have not been evaluated for compliance with the International Wildland-Urban Interface Cod?. This supplement expires concurrently with the master report issued on March 1, 2011. • 1CGESEvaluation Reports are not to be construed as representtagaesthetics "my otherattrlbulunotspecigcal/yaddrc ed, norarefheym be cons"re as an endorsement ofthe subject of the report or a recommendation fonts use. There Ism warranty bylCCEvaluadon Service, LLC, express oNmalled, as fffl (M to any anding or other matter in this report, oras to anyproduct Yeredbythe report. a- tea„_ Copyright 0 2011 Page 1 of 1 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 U P E RT I N O Fax: 408-777-3333 CONTRACTOR / SUBCONTRACTOR LIST *Our municipal code requires ail businesses working in the city to have a City of Uupernno nosiness ncense. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINE CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors• I I2� �a ra Date Please check applicable subcontractors the following information: JOB ADDRESS: Z e-Af-716Toj PERMIT If 6 BUSINESS NAME OWNER'S NAME: 94 1cr PHONE # f02 •'Z / GENERAL CONTRACTOR: � BUSINESS LICENSE # ADDRESS: E'tt CITY/ZIPCODE: c *Our municipal code requires ail businesses working in the city to have a City of Uupernno nosiness ncense. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINE CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors• I I2� �a ra Date Please check applicable subcontractors the following information: Owner / i1�2-'ail Date SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner / i1�2-'ail Date