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B-2016-2494 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO:B-2016-2494 11530 UPLAND WAY CUPERTINO,CA 95014-5104(366 51 005) AMERICAN HOME RENEWAL INC SOUTHSAN FRANCISCO,CA 94080 OWNER'SNAME: BUSCH JOHN RAND WENDY L TRUSTEE DATE ISSUED:08/11/2016 OWNER'S PHONE:408-257 3610 PHONE NO:(650)553-9054 LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class$ Lie.#Z40587 Contractor AMERICAN HOME RENEWAL INC Date 09/30/2017 X BLDG _ELECT _PLUMB _ I hereby affirm that I am licensed under the provisions of Chapter 9(commencing MECH X RESIDENTLAL_COMMERCIAL with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. JOB DESCRIPTION: REPLACE(E)WOOD SIDING WITH NEW HARDIE FIBER CEMENT I hereby affirm under penalty ofperjury one of the following two declarations: SIDING TO FRONT EXTERIOR OF PROPERTY;INSTALL NEW s. I have and will maintain a certificate of consent to self-insure for Worker's HARDIE FIBER SIDING ON RIGHT WALL OF ADDITION(TOTAL 700 Compensation,as provided for by Section 3700 of the Labor Code,for the S.F.) 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. Sq.Ft Floor Area: Valuation:$16500.00 APPLICANT CERTIFICATION 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 APN Number: Occupancy Type: and state laws relating to building construction,and hereby authorize 366 51 005 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 PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said City in consequence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. 180 DAYS FROM LAST CALLED INSPECTION. Signature 'ff D 1 Issued by:PAUL O'SULLIVAN Date:08/11/2016 OWl DARATION _ I hereby affirm that I am exempt fro the Contractor's License Law for one of the RE-ROOFS: following two reasons: All roofs shall be inspected prior to any roofing material being installed.If a roof is 1. 1,as owner of the property,or my employees with wages as their sole installed without first obtaining an inspection,I agree to remove all new materials for compensation,will do the work,and the structure is not intended or offered for inspection. sale(Sec.7044,Business&Professions Code) 2. I,as owner of the property,am exclusively contracting with licensed Signature of Applicant: contractors to construct the project(Sec.7044,Business&Professions Code). Date:08/11/2016 I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 1. 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. HAZARDOUS MATERIALS DISCLOSURE 2. I have and will maintain Worker's Compensation Insurance,as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the Section 3700 of the Labor Code,for the performance of the work for which this California Health&Safety Code,Sections 25505,25533,and 25534. I will permit is issued. maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the 3. 1 certify that in the performance of the work for which this permit is issued,I Health&Safety Code,Section 25532(a)should I store or handle hazardous shall not employ any person in any manner so as to become subject to the material. Additionally,should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I Worker's Compensation laws of California. If,after making this certificate of will-maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and exemption,I become subject to the Worker's Compensation provisions of the the Health&Safety Code,Sections 25505,25533,and 25534. Labor Code,I must forthwith comply with such provisions or this permit shall j be deemed revoked.. Owner or authorized agent: APPLICANT CERTIFICATION Date:08/11/2016 certify that I have read this application and state that the above information is is I I hereby affirm that there is i construction lending agency for the performance correct.I agree to comply with all city and county ordinances and state laws of work's for which this permit relating to building construction,and hereby authorize representatives of this city t is issued(Sec.3097,Civ C J to enter upon the above mentioned property for inspection purposes. (We)agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments,costs,and expenses which may accrue against said City in Lender's Address consequence of the granting of this permit. Additionally,the applicant understands ARCHITECT'S DECLARATION and will comply with all non-point source regulations per the Cupertino Municipal I understand my plans shall be used as public records. Code,Section 9.18. Licensed Signature Date 08/11/2016 Professional CONSTRUCTION PERMIT APPLICATIONBX16-04q� COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 (408)777-3228•FAX(408i)/777-3333•buildingflcupertino.org CUPERTINO ❑NEW CONSTRUCTION ❑ ADDITION ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT PROJECT ADDRESS , APN# 1 L✓v zJ � y OwNERNAME `✓ PHONE 6� E-MAIL STREETADDRESS CITY,STATE,ZIP q FAX CONTACT NAME EILEEN BAUGHMAN PHONE 707-527-7727 E-MAIL eileen@permitservices.com STREET ADDRESS CITY,STATE,ZIP FAX OWNER ❑ OWNER-BUILDER ❑OWNER AGENT ❑ CONTRACTOR 9 CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER '❑ DEVELOPER ❑TENANT CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS.LIC# NataIv Gutierrez 740587 B C17 COMPANY NAME E-MAIL FAX AMERICAN HOME RENEWAL_ 650-553-9053 STREET ADDRESS CITY,STATE,ZIP PHONE 31 Q SHAW ROAD STE A SOUTH'SAN FRANCISCO CA 94080 650-553-9054 _. ARCHITECTIENGINEER NAME LICENSE NUMBER BUS.LIC# COMPANYNAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE DESCRIPTION OF WORK f `�� f / EXISTINGUSE - -PROPOSE_DUSE - `CONSTR-TYPE - #STORIES - - - - - 2_ USE TYPE OCc. SQ.FT. VALUATION($) -EXISTG -. - NEWFLOOR DEMO TOTAL - AREA. AREA AREA NETAREA BATHROOM_ _ KITCHEN. - - OTHER. REMODELAREA REMODELAREA REMODELAREA - PORCH AREA - DECK AREA TOTAL DECK/PORCH AREA I GARAGEAREA_-- -DETACH - ❑ATTACH #DWELLING UNITS: - IS A SECOND UNIT ❑YES SECOND STORY []YES - - - BEINGADDED? E.NO ADDITION? ,NO PRE-APPLICATION YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES T AL VALUATION: PLANNINGAPPL# r1NO PLANNING APPROVAL LETTER EICHLERHOME? PLZNo By my signature below,I certify to each of the following: I am the property owner or authorize agent to act on the property owner's behalf I have read-this application and the information I have provided is correct. I 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. I a presentatives of Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: Date: � �1ff4? SUPPLEME51TAL INFORMATION 1 New SFD or Multifamily dwellings: or demolition permit forR rcgn� allrllGPA existing building(s). Demolition permit is required prior to issuance of building permit for new building. © erss PI � ANtE, r _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure I�l7rxc form if any Hazardous Materials are being used as part of this project. iy _Copy of Planning Approval Letter or Meeting with Planning prior to 1tZAt) fvI� TI�icT submittal of Building Permit application. BldgApp 201 Ldoc revised 06121111 i v e EVALUATIONICC lz�� SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report: ESR-2290- Reissued March,2016. This report is subject to renewal March 2018., wwytf.icc-es.drg 0 (800)423-6587, ( (562),6,99-6543 A Subsidiary of the International Code Council° DIVISION 06 Ol)00—WOOD.PLASTICS AND p oduc �o I h If Se R. + A.i� and IRC COMPOSITES' S'ecfi0h, R '�1 pr�dues � used n exterior Section:0616 00"-Sheathingwalls required to be of Type 1, 11, ,III"or IV construction (IBC). DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION3.0 DESCRIPTION n Section:07 46 46—Fiber-Cement Siding 3.1 enefai The exterior sidings are �singie=faced; cellulose fiber- REPORT HOLDER: reinforced cement _(fiber-cement)_ products. Exterior sidings are identified as- HardieSiingleT"" (New' JAMES HARDIE BUILDING PRODUCTS,INC. HardieShingle')panels, HardiePlankTM (Cemplane, 10901 ELM AVENUE PrevailTM, and,RFC lap siding; Artisan® Lap Siding, and FONTANA,-CALIFORNIA 92337 HardieShingleT -(New-HardieShingle)individual shingles.. (800)942-7343 -The products comply-with ASTM C1186 as Grade 11, www.iamesharde.com. Type A; have a°flame-spread index of 0 and a"smoke- developed developed index of 5" when tested in accordance with ASTM 684,'-and "are`classified as noncombustible when EVALUATION SUBJECT: tested in accordance with ASTM E136. Thermal conductance(K)and resistance(R)values for the products HARDIESHINGLETM(NEW HARDIESHINGLE°)PANELS,' areas shown in Table 20f this report, based-on testing in HARDIEPLANK-LAP SIDING ARTISAN®-LAP SIDING, _ accordance with ASTM 0177. AND HARDIESHINGLET°"(NEW HARDIESHINGLEe) INDIVIDUAL SHINGLES, The. attributes of'`the fiber cement sidings have•been verified as conforming to the provisions of(i) ICC 700-2012 1.0-EVALUATION SCOPE Sections 602.1.6 and 11:602.1:6- for termite-resistant materials; and'(ii)]CC'700=2008 Section 602.8 for:termite- 1.1 Compliance with the following codes; resistant materials. Note that decisions on'compliance for ■ 2012,2009 and 2006 International Building Codee(IBC) those areas rest with the User of'this report. The user is ■ 2012, 2009 and, 2006 International Residential Code, advised of the ;project-specific.provisions that may be (I RQ), contingent upon meeting specific conditions, and -the verification of those Conditions is,outside the scope,of this ■ 2013 Abu Dhabi international Building Code(ADIBG)t , report. These codes or standards often .provide t-rhe ADiBC is based on the 2009 IBC.2009 IBC code sections referenced supplemental information as guidance. in this report are the same sections in the ADIBC. 3.2 Siding: Properties evaluated: Ha'rdieShingle' TM (New HarclieShingle') panels', ■ Weather protection ', HardiePlankTM (CemplanO, PrevailTM and RFC) lap ■ Structural siding, Artisan® Lap,Siding, and` HardieShingle7m (New ■ Types I, Il, Iif, and IV(noncombustible)construction HardieShingle®) individual'. shingles, are supplied either unprimed or "primed for subsequent application of a ■ Fire-resistance-rated construction compatible primer and/or,exterior-grade top coat. Nominal product dimensions are noted in,Table 1. ■ Therma('resistance-� �, .- �_ �". _ p , 12 Evaluation to the following green standards: The products are available in a variety of finish textures. 2012 and .2008 ICG 700 National Green" Building HardieShingl6tm panels are offered`in three configurations: half-round, staggered=edge, and square=edge. New Standard?"(ICC 700-2012 and ICC�700-2008) �, HardieShingie individual shingles are offered in two Attributes verified: configurations:staggered-edge and"square-edge. See Section 31 3.3- Fasteners: _ 2.0 USES Fastener a size•s acin and installation.method must _ = typ -, spacing James Hardie fiber-cement panels, plank lap siding, and be as shown in the tables of this report. Fasteners must be cladding shingles are-used as exterior wall covering. The made from corrosion-resistant steel ZCC-ESEvaIuation 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 of the subject of the report or a recommendation for its use.There is no wah anty by ICC Evahiation Service,LLC;express or in2plied as *0 4mr to anyftnding or other matter in this report,or as to anyproduct covered by the report. Copyright-©2016 ICC Evaluation Service,LLC. All rights reserved. : Page 1 of 26 ESR-22901 Most Widely Accepted and Trusted Page 2 of 25 4.0 DESIGN AND INSTALLATION caulk manufacturer's published gapping requirements and 4.1 Design: caulking application instructions; or (b) covered with an Walks The maximum basic wind speeds for positive or Wsection joint cover; or (c) located over a strip of non negative transverse load resistance of HardieShingleTM perforated flashing complying with ASTM corner Type 1 felt, e Tnn ® or other approved flashing. Trim and corners must be (New HardieShingle ) panels, HardiePlankTM (Cemplank , installed and the siding must be finished in accordance Prevail and RFC®) lap siding, Artisan Lap Siding, and HardieShingleT"' (New HardieShingle®� individual shingles with the manufacturer's application instructions. A /a-inch are presented in Tables 3 through 13. (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or 4.2 Installation: external corners;such gaps must be flashed in accordance 4.2,1 General: Installation must comply with this report, with the applicable code, then caulked. Horizontal joints and a copy of this report must be available at all times on must be flashed with Z-flashing and occur over solid the jobsite during installation. All products may be cut to blocking or wood structural panel sheathing. shape on-site by the score-and-snap method using a 4.2.4 Artisan Lap Siding: When installation is on wood score-and-snap knife, a hand guillotine or a handsaw or metal framing members, with or without wood structural utilizing a carbide blade. A clear distance of 6 inches panel sheathing, the lap siding must be fastened through (152 mm)must be maintained between the siding and the the top edge of single planks (blind nailed) in accordance earth. Unless otherwise noted in this report, the products with the provisions of Table 4 of this report. A water- must be installed in accordance with 2012 IBC Section resistive barrier must be applied over wood or metal 1405.16; 2012 IRC Section R703.10; 2009 IBC Sections framing or wood structural panel sheathing in accordance 1405.16; 2009 IRC Section R703.10; 2006 IBC Sections with the applicable code. Lap siding installed over walls 1405.15 and 1405.16; or 2006 IRC Section R703.10, as constructed of concrete masonry units complying with applicable. ASTM C90 must be applied in accordance with Tables 5 4.2,2 HardieShingleTm (New HardieShingle®) Panels: through 10. The lap siding requires the use of a starter, strip to set the first course on the proper angle and to When installation is on wood or metal framing members, create a drip edge. with or without wood structural panel sheathing, a water- resistive aterresistive barrier must be applied over the wood or metal Vertical joints must be made off-stud by means of the framing members or wood structural panel sheathing in tongue and groove joint. Tongue and groove joints may be accordance with the applicable code. The panels must be located centrally between studs but no closer than 4 inches fastened in accordance with the provisions of Table 4 of (102 mm) from the edge of a stud. Nails must not be this report. placed within 2 inches (51 mm) of the tongue and groove �. at the end of the planks. Vertical joints must be staggered A 1s-inch (3.2 mm) gap must be left at locations where on subsequent courses. The plank must then be fastened the siding butts against door and window trim and at to the framing with corrosion-resistant fasteners. internal or external corners;such gaps must,be flashed in accordance with the applicable code, then caulked. Vertical joints between planks must be lightly butted and Vertical joints must occur over framing members and must must be located over a strip of non-perforated flashing be sealed with caulking or covered with battens. Horizontal complying with ASTM D226, Type I felt, or other approved joints must be flashed with metal Z-flashing and occur over flashing. Trim and corners must be installed and the.siding solid'blocking or wood structural panel sheathing. must be finished in accordance,with the manufacturer's application instructions. A /s-inch (3.2 mm)'gap must be 4,2,3 HardiePlankTm (Cemplank®,PrevailTm,and RPC®) left at the locations where the siding butts against door and Lap Siding:When installation is on wood or metal framing window trim and at internal or external corners; such gaps members,with or without wood structural panel sheathing, must be flashed in accordance with the applicable code, the lap siding must be fastened either through the then caulked. Horizontal joints must be flashed with overlapping planks(face nailed)or through the top edge of Z-flashing and must occur over solidblocking or wood single planks (blind nailed) in accordance with the structural panel sheathing. provisions of Table 4 of this report.A water-resistive barrier 4.2.5 HardleShingleTA9 (New Hardle Shingle®) must be applied over wood or metal framing members or wood structural panel sheathing in accordance with the Individual Shingles: When installed on wood structural applicable code. Lap siding installed over walls constructed panel sheathing, the cladding shingles are fastened in of concrete masonry units complying with ASTM C90 must accordance with the provisions of either Table 11, 12, or be applied in accordance with Tables 5 through 10. The 13 of this report. Awater-resistive barrier in accordance lap siding requires the use of a starter strip to set the first with the applicable code must be applied over the wood- course on the proper angle and to create a drip edge. based sheathing substrate to which the shingles are attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip "off-stud splice device" is installed or where the planks to set the first course on the proper angle and to create a are'installed'to wood structural panel sheathing complying drip edge. The nominally 11/4-inch-wide-byj/,inch-thick with the applicable code, and must be staggered on starter strip and a minimum 814-inch-wide (210 mm) subsequent courses. Where the "off-stud splice device" is HardiePlankTm (Cemplank®, PrevailTM, and RFC' lap installed, the splice device's bottom lip must be placed siding starter course are installed over the water-resistive over the adjacent solid course of.planks. The plank must barrier with the bottom of the starter strip and starter then be fastened to the framing with corrosion-resistant course even with the bottom of the bottom plate. Shingles fasteners. The abutting plank must be positioned and fare spaced a:maximum of /4 inch (6.4 mm) apart, leaving. fastened into place ensuring that the lower edges of the two planks align. The metal device must be located a minimum side lap of 11/2 inches (36 mm) between the joints of successive courses. Fasteners must be spaced a centrally over the vertical joint. minimum of 3/4 inch (19 mm) and a maximum of 1 inch Vertical joints between planks must be lightly butted or (25.4 mm) from shingle edges and must be positioned to gapped and must be protected by one of the following be covered a nominal, 1 /4 inches by the succeeding methods: (a) sealed with caulking in accordance with the shingle course; for 12-inch-wide (305 mm) shingles, the °ESR 2290 I Most Widely Accepted and Trusted Page 3 of 25 third nail(see Table 14) must be installed mid-span of the HardieShingle®)individual shingles described in this report shingle. Nails must secure shingles but must not be over- comply with, or are suitable alternatives to what is driven.Trim and corners must be installed and the shingles specified in,those codes listed in Section 1.0 of this report, must be finished in accordance with the manufacturer's subject to the following conditions; application instructions. A 118-inch (3:2 mm) gap must be 5.1 James HardieP Building Products, Inc, products listed left at locations where the shingle butts against door and in this report must be installed in accordance with this window trim and at internal or external corners; such gaps report and the manufacturer's published a inswith this must be flashed in accordance with the applicable code, ion Instructions. in the event of a conflict between this then caulked. Horizontal joints must be flashed with Z-flashing, report and the manufacturer's instructions, this report 4.3 Fire-resistance-rated Wall Assembly (HardiePlankTM governs: Lap Siding): 5.2 HardieShingleTM (New HardieShinglee) panels, The asymmetrical, load-bearing, one-hour fire-resistance- HardiePlankTM Cemplane, PrevailTM, and RFC®) lap siding, Artisan Lap Siding, and HardieShingleTM rated wall assembly must consist of nominally 2-by-4 wood (New HardieShingi(?) individual shingles must be studs spaced a maximum of 24 inches (610 'mm) on installed on exterior walls braced in accordance the center, with two top plates and a single bottom plate. One layer of 5/8-inch-thick (15.9), Type X, gypsum wallboard applicable code. complying with ASTM C36 or ASTM C1396, 48 inches 5.3 Design wind speeds applied to James Hardie®sidings (1219 mm) wide, must be applied vertically to the interior described in this report must be determined in face of the studs and secured with minimum 13/4-inch-long accordance with the applicable code and must be less (44 mm) cup-head gypsum wallboard nails, spaced than those shown in the wind speed tables in this 7 inches (178 mm) on center at board edges and report. intermediate framing members. All board joints must be 5.4 The sidings must be installed over a code-complying backed by framing. The 18-inch-thick (15.9 mm), Type X, water-resistive barrier and as noted in this report. gypsum wallboard joints and nail heads must be finished in accordance with ASTM C840 or GA216. The exterior face 5.5 For use in fire-resistance-rated construction, of the wall must be covered with one layer of/2-inch-thick installation must be in accordance with Section 4.3. (12.7 mm), Type X, water-resistant core treated gypsum 5.6 Flashing must be installed at all penetrations and sheathing complying with ASTM C36 or ASTM C1396 terminations in accordance with the applicable code. and one layer of maximum 12-inch-wide (305 mm) HardiePlankTM (Cemplane, PrevailTM, and RFC®) lap 5.7 Under the 2012 IBC, Section 1403.5, installation on siding lapped a minimum of 11/4 inches (32 mm). The exterior walls of buildings of Type 1, II, III, and IV 1/2-inch-thick (12.7 mm), Type X, water-resistant core- construction is limited to buildings that are not greater treated gypsum sheathing must be applied vertically to the than 40 feet in height above grade plane and that exterior side of the framing members with vertical edges feature a combustible water-resistive barrier. staggered 24 inches (610 mm) from the joints on the 5.8 The products are manufactured at the following opposite side.All board joints must be backed by framing. The 112-inch-thick(12.7 mm), Type X, water-resistant core- locations,with quality control inspections by ICC-ES: treated gypsum sheathing must be fastened to the framing • Cleburne,Texas members with 1314-inch-long (44 mm)roofing nails spaced , Peru, Illinois 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. . Plant City, Florida The outer layer of 5/16-inch-thick (7.5 mm), minimum 12-inch-wide (305 mm) HardiePlankTM (Cemplane, • Pulaski,Virginia PrevailTM and RFC®) lap siding must be applied over the Sparks, Nevada 1/2-inch-thick (12.7 mm), Type X, water-resistant core treated gypsum sheathing by attaching 11/2-inch-wide Tacoma,Washington (38 mm) HardiePlankTM(Cempiank®, PrevailTM, and RFC ) Waxahachie,Texas starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankTM Fontana, California (Cemplanko, PrevailTM, and RFC) lap siding applied 6.0' EVIDENCE SUBMITTED horizontally with a minimum nominally 11/4-inch head lap, and fastening with a single 6d corrosion-resistant common Data in accordance with the ICC-ES Acceptance Criteria nail'driven through the lapped planks into each stud. for Fiber Cement Siding Used as Exterior Wall Siding The axial load must be the lesser of the following, (AC90), dated June 2012 (editorially revised November provided structural consideration for axial, flexural and 2013). bearing perpendicular-to-grain stresses is in accordance 7.0 IDENTIFICATION with ANSI/AF&PA NDS-2010 for the 2012 'IBC or IRC Palle (-2005 for the 2009 and 2006 IBC or IRC): Pallets of the JamesHardie® Building Products,. Inc., 1. Maximum 100 percent of full allowable axial HardieShingTMTM (New e HardieTM, and panels , p HardiePlankTM (Cempiank , Prevail RFC ) lap compressive design load permitted for the wood siding, Artisan@ Lap Siding, and 'HardieShingleTM (New species. HardieShingleo individual shingles must carry a label 2. Maximum allowable wood axial stress of 0.78 Fc,which bearing the manufacturer's name and telephone number, must not exceed 0.78 Fc at a slenderness ratio le/d the product name, the name of the inspection agency, of 33. ICC-ES,and the evaluation report number(ESR-2290). 5.0 CONDITIONS OF USE The HardieShingleTM (New HardieShingl(?) panels, HardiePlankTM (Cempiank®, PrevailTM and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleTM (New