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13050213CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10197 COLD HARBOR AVE CONTRACTOR: AMERICAN HOME PERMIT NO: 13050213 RENEWAL INC OWNER'S NAME: KASOF MADELEINE L 13 10 SHAW RD STE A DATE ISSUED: 05/31/2013 OWNER'S PHONE: 4082578934 S SAN FRANCISCO, CA 94080 1 PHONE NO: (650)553 -9054 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIALS License Class_ Lie. 57<7 % REMOVE AND REPLACE ENTRY DOOR, NO SIZE CHANGE - Contractor. /-y Uk - goo4 F RE -SIDING OF SFDWL 2500 SQ FT I hereby affirm that I am licensed under the provisions.of Chapter 9 (commencing with Section 7000) of Division 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. APPLICANT CERTIFICATION 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 Cupertino Munici de, Section 9.18. Signature Date ❑ OWN ER DECLARATION I hereby affirm thbt'f-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) 1, 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. 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 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 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 perthe Cupertino Municipal Code, Section 9.18. Date Sq. Ft Floor Area: I Valuation: $20000 APN Number: 36909021.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITB[tN,1180 DAYS OF PERMIT ISSUANCE OR 180 DA F M LAST CALLED INSPECTION. Issued by: Date: / 3- RE- ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE . I 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 Ma gement District I will maintain compliance with the Cupertino Munici ode, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25 , and 25534. Owner or authorized Date: 31 % I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional CONSTRUCTION PERMIT APPLICATION 0? \47 is COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 1 v 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 /LO CUPERTINO (408) 777-3228 •FAX (408) 777 -3333 • buildinpa-cuoertino.ora ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PERMIT # PROJECT ADDRESS( O APN #34V9 I c4z- v 1 OWNER NAME tY nA "l PHONE . Z5- 2-S E -MAIL STREET ADDRESS D / CITY, STATE, ZIP /� n O/ FAX C--C/ CONTACT NAME PHONE E -MAIL STREET ADDRESS CITY, STATE, ZIP FAX ❑ OWNER ❑ OWNER-BUILDER ❑ OWNER.AGENT ❑ CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME - I r �v LICENSE NUMBER LICENSE TYPE BUS. LIC # �� • ��U2 �'� q COMPANY NAME 1JD AI FAX 'A >� L1�GA W t T21D 4 A-� STREET ADDRESS T ^ CITY,w �r Z`sfr -�J r7� A-alG sc c� g`/ D PHONE 170 C q S 3 f ARCHITECT /ENGINEER NAME LICENSE NUMBER BUS. LIC # COMPANY NAME E -MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK IA)1 ©,J� C. N�f�t� _ /� �1dD r �� /_XN C. I A) 5 1 2 5 00 s rte- 7 /14"�i'� , e J i +0L-Z HCAJS C (Z42 EXISTING USE PROPOSED USE CONSTR. TYPE # STO DSO_ USE TYPE OCC. SQ.FT. VALUATION ($) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: 0 DETACH []ATTACH I # DWELLING UNITS: IS A SECOND UNIT ❑ YES SECOND STORY []YES BEING ADDED? []NO ADDITION? []NO PRE - APPLICATION ❑ YES IF YES, PROVIDE COPY OF IS THE BLDG AN ❑ YES :z RECE TOTAL V LUATION: PLANNING APPL# ❑NO PLANNING APPROVAL LETTER EICHLER HOME? )R:�O Jy1/ J ry , By my signature below, I certify to each of the following: I am the property owner or authorized nt 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 construct o representat' rno to enter the above - identified property for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENTAL INFO UIItED PLAN:�C�JEK TYPE ROUTING SLIP. ' El ovER- z>�- couNrER El BuH BUILDING PLAN _ New SFD or Multifamily dwell' ply for demolition permit for existing building(s). Demolition pe it is required prior to issuance of building 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 11 SANITARY SEWER DISTRICT submittal of Building Permit application: _1_0 ❑ ENVIRONMENTAL HEALTH BldgApp_2011.doc revised 06121111 CITY OF CUPERTINO FF.F. FQTIMATnR — RITII.DING DIVISION ,tech; Plan Check ;1k> -ch. Permit Fee: . Other ;llech. Insp. <ifiech. Insp. fee: Plumb. Plan Check Plumb. Permit F'ee: Other Plumb Insp. Plumb. hasp. Fee: Elec, Plan Check Elec. Permit fee: Other Elec. Insp. Elec. Insp. Fee: NOTE: This estimate does not include fees due to other Departments (Le Planning, Public worirs, sire, aanuary sewer uasrricr, acnoor District, etc). These-fees are based on the prelimina information available and are only an estimate. Contact the Dept for addn'1 info, ADDRESS: 10197 COLD HARBOR AVE DATE: 05/31/2013 REVIEWED BY: MENDEZ JimI APN: BP #: *VALUATION: 1$20,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or: Duplex PME Plan Check: PENTAMATION 1 GENRE USE: Permit Fee: PERMIT TYPE: WORK I REMOVE AND REPLACE ENTRY DOOR NO SIZE CHANGE- RE- SIDING OF SFDWL 2500 SQ FT hrs $0.00 SCOPE PME Unit Fee: ,tech; Plan Check ;1k> -ch. Permit Fee: . Other ;llech. Insp. <ifiech. Insp. fee: Plumb. Plan Check Plumb. Permit F'ee: Other Plumb Insp. Plumb. hasp. Fee: Elec, Plan Check Elec. Permit fee: Other Elec. Insp. Elec. Insp. Fee: NOTE: This estimate does not include fees due to other Departments (Le Planning, Public worirs, sire, aanuary sewer uasrricr, acnoor District, etc). These-fees are based on the prelimina information available and are only an estimate. Contact the Dept for addn'1 info, FEE ITEMS (Fee Resolution 11 -053 E f 711112) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 0 # New Door Opening $266.00 1DOORNONST Non - Structural Suppl. PC Fee: Q Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 2,500 s.f. Siding $1,600.00 1smEoTHER All Other Permit Fee: $0.00 Suppl. Insp. Fee-.0 Reg. ® OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Consmuction :Tax: A.dininistrative Fee: E) Work Without Permit? ® Yes No $0.00 Advanced Planning Fee: $0.00 Select a Non - Residential Building or Structure. . � Travel Documentation Fees: Strong Motion Fee: IBSEISMICR $2.00 Select an Administrative Item Bldjz Stds Commission Fee: IBCBSC $1.00 $3.00.$1,866. $1,869.00 Revised: 04/29/2013 JOB ADDRESS: (9 ? PERMIT # OWNER'S NAME: pF f If SO PHONE # ... C� �` - 2-S '`7 •" 3 GENERAL CONTRACTORA-yy4z4c -A J &MC n�E- rJI� -% BUSINESS LICENSE #` ADDRESS: !p �,,1 %tom Cabinets & Millwork CITY /ZIPCODE: f)�✓ NG Sc� � S ILP :5 !6� *Our municipal code requires all businesses working in the city to have a Cityof Cupertino,business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED. A .CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: gnat a Date Please check applicable subcontractors a comple a following informat on:. SUBCONTRACTOR USINESS 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 / Contractor Signature Date IMES Evaluation Report ESR -1844 Reissued November 1, 2011 This report is subject to renewal in two years. wwwJcc- es.org 1 (800) 423 -6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00 —WOOD, PLASTICS AND COMPOSITES Section: 06 16 00— Sheathing 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.iameshaldie.com EVALUATION SUBJECT: HARDIEPANEL ®SIDING, HARDIFLEX ®SIDING AND HARDITEe BASEBOARD 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code° (IBC) ■ 2006 International Residential Code (IRC) ■ 20061ntemational Energy Conservation Code (IECC) Properties evaluated: • Weather protection • Structural • Noncombustible (Types I, II, III and IV) construction • Fire - resistance -rated construction' ■ Thermal resistance 2.0 USES The James Hardie fiber-cement panels described ins�tO report are used as exterior wall coverings. The panels may be used in fire - resistance -rated construction as set forth in Section 4.3 and may be used on exterior walls of Types I, ll, III, IV and V construction. 3.0 DESCRIPTION 3.1 General: The panels are single - faoed, cellulose fiber – reinforced cement (fiber - cement) products identified as HardiePanel® panel siding, Hardiflex® panel siding and Harditex® Baseboard; and are supplied either unprimed or primed for subsequent application of a compatible primer and /or exterior -grade top coat(s). The panels comply with ASTM C 1186, Grade Il, Type A. They have a nominal density of 83 Ibs /ft3 (133 kg /m3); a flame- spread index of 5 or less and a smoke - developed index of 50 or less when tested in accordance with ASTM E 84; and are classified as noncombustible when tested in accordance with ASTM E 136. Thermal conductance (I) and thermal resistance (R) values for the panels are as shown in Table 2. When tested in accordance with ASTM E 96, products with a thickness of inch (6.4 mm) and 5/16 inch (7.5 mm) have permeance values given in Table 3. 3.2 Materials: 3.2.1 HardiePanel® (Cempanel) Siding: HardiePanel® siding (also known as Cempanelg is available with various surface textures including smooth. Nominal product dimensions are noted in Table 1 of this report. 3.2.2 Hardiflee Siding: Hardiflee siding is available in various textures including smooth. Nominal product dimensions are noted in Table 1 of this report. 3.2.3 Harditex® Baseboard: Harditee Baseboard is used as a starter strip for exterior applications of walls and soffits. Harditex® Baseboard has an untextured finish and is available with either tapered or trough edges on the two long sides for joint treatment or all square edges. Harditex Baseboard is supplied either sealed or unsealed for the subsequent application of a primer or sealer by the end user as a component in a direct-applied exterior coating or finish system. Nominal dimensions are noted in Table 1 of this report. 3.3 Fasteners: Fastener type, size and spacing must be as shown in Table 4. X eN AND INSTALLATION t�! C t of t'y i '^iw The `maximum basic v5'ind- speeds for positive and negative transverse load resistance are presented in Table 4. 4.2 Installation: 4.2.1 General: The manufacturer's published installation instructions and this report must be strictly adhered to and a copy of this report and the instructions must be available on the jobsite during construction. The panels must be installed in accordance with IBC Section 1405.15 and IRC Tables R703.4 and R703.102, and the manufacturer's installation instructions. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be 'trued 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 impliecd as to arty finding or other matter in this report or as to any product covered by the report Copyright 0 2011 N`�rilii� - :Rtl1�8 Page 1 of 5 ESR -1844 1 Most Widely Accepted and Trusted Page 2 of 5 4.2.2 HardiePanel® (Cempanel�) Siding: The panels are applied with the long dimension either parallel or perpendicular to framing. Vertical joints are fastened at abutting sheet edges. Vertical joints must occur over framing members and must be protected by polyvinylchloride (PVC) joint treatment, lumber battens, or sealant. Horizontal joints must be flashed with Z- flashing and blocked with solid framing. Fasteners must be installed with a minimum 3/8 -inch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Where a specified level of wind resistance is required, the panel siding is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing described in Table 4. 4.2.3 Hardiflex® Siding: The panels are applied with the long dimension either parallel or perpendicular to framing and with all panel edges supported by framing. Fasteners must be installed with a minimum 3/8 -inch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Joints must be fastened at abutting sheet edges. Vertical joints must occur over framing members and must be protected by PVC joint treatment, lumber battens, or sealant. Horizontal joints must be flashed with metal Z- flashing and blocked with solid framing. Where a specified level of wind resistance is required, the panel siding is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing as noted in Table 4. 4.2.4 Harditex® Baseboard: The panels are applied with the long dimension either parallel or perpendicular to framing and with all panel edges supported by framing. Vertical and horizontal joints must be sealed with a sealant or bedding compound, including any required joint reinforcing mesh or tape, specified by the coating or finish system manufacturer. Fasteners must be installed with a minimum 3/8 -inch (9.5 mm) edge distance and a minimum 2-inch (51 mm) clearance from corners. Where a specified level of wind resistance is required, the baseboard is attached to framing members, appropriately spaced, with fasteners types, lengths, and spacing as noted in Table 4. 4.3 Fire - resistance -rated Assemblies: 4.3.1 Assembly 1- One -hour Asymmetrical Nonload- bearing: 4.3.1.1 Interior Face: The asymmetrical, nonload- bearing, one -hour fire - resistance -rated wall assembly consists of minimum 35/8- inch -deep (92 mm), No. 20 gage [0.0359 -inch (0.91 mm)] steel "C" studs spaced at a maximum of 24 inches (610 mm) on center, with corresponding top and bottom tracks. One layer of 5/8 -inch- thick (15.9 mm), Type X gypsum board complying with ASTM C 1396, 48 inches (1219 mm) wide, is applied vertically to the interior side of the studs and secured with 11/4- inch -long (32 mm), Type S, gypsum board screws, spaced 8 inches (203 mm) on center at board edges and 12 inches (305 mm) on center at intermediate framing members. All board joints must be backed by framing members. The 5/8- inch -thick (15.9 mm) gypsum board joints and screw heads must be finished in accordance with ASTM C 840. 4.3.1.2 Exterior Face: The exterior side of the studs must be covered with one layer of (12.7 mm), Type X, water - resistant gypsum board complying with ASTM C 1396, followed by one layer of minimum 1/4 -inch- thick (6.4 mm) HardiePanel® (Cempanel "), or Hardiflex® siding or Harditex Baseboard. The Type X gypsum boards must be applied vertically to framing members with vertical edges staggered 24 inches (610 mm). The 1/2 -inch- thick (12.7 mm), Type X gypsum board must be fastened to the framing members with 11/4- inch -long (32 mm), Type S, gypsum board screws spaced 24 inches (610 mm) on center. All gypsum board joints must be backed by framing members. HardiePanel® (Cempanelo), or HardifleW siding and HarditeW Baseboards, must be fastened through the gypsum board to the framing members with minimum 1 /8- inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD self - drilling, corrosion- resistant, ribbed buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. HardiePanel® (Cempanelo), HardifleW siding and HarditeW Baseboard joints require treatment similar to that described in Sections 4.2.2, 4.2.3 and 3.2.3, respectively. 4.3.2 Assembly 2- One -hour Nonload- bearing: The nonload- bearing, one -hour, fire - resistance-rated wall assembly consists of minimum 35/8- inch -deep (92 mm), No. 20 gage [0.0359 inch (0.91 mm)], steel "C" studs spaced at a maximum of 24 inches (610 mm) on center, with corresponding top and bottom tracks. Both sides of the wall must be covered with one layer of 1/2- inch -thick (12.7 mm), Type X gypsum board (interior side) /gypsum sheathing (exterior side) complying with ASTM C 1396, followed by one layer of minimum 114- inch -thick (6.4 mm) HardiePanel® (Cempanel�), or HardifleW siding, or Harditex® Baseboard. The panels must be applied either perpendicular (horizontally) or parallel (vertically) to framing members. All board joints must be backed by framing. Base layer and face layer board joints of both wall sides must be offset by 24 inches (610 mm). The 1/2 -inch- thick (12.7 mm), Type X gypsum board /sheathing must be fastened to the framing members with minimum 1 -inch- long (25.4 mm), Type S, gypsum board screws spaced a maximum of 24 inches (610 mm) on center. The panels must be fastened through the gypsum board to the framing members with minimum 1 /8- inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD self - drilling, corrosion - resistant, ribbed, buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. Panel joints and fasteners require treatment similar to that described in Section 4.2.2, 4.2.3 or 4.2.4, of this report. 5.0 CONDITIONS OF USE The HardiePanel® (Cempanel(� and HardifleW panel sidings, and Harditex® baseboard products, 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 The panels must be installed in accordance with the applicable code, 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 Design wind loads applied to the siding panels must be determined in accordance with the applicable code and must be equal to, or less than, the allowable loads shown in Table 4. 5.3 Use of the products listed in this report as a lateral - force- resisting element of a shear wall that resists wind or seismic forces is beyond the scope of this report. Walls must be braced by other means as required by the applicable code. 5.4 The panels must be installed over a water - resistive barrier in accordance with the applicable code. 5.5 Flashing must be installed at all penetrations and terminations in accordance with the applicable code and the manufacturers instructions. ESR -1844 1 Most Widely Accepted and Trusted Page 3 of 5 5.6 The products are manufactured at the following 6.0 EVIDENCE SUBMITTED locations under a quality control program with Data in accordance with the ICC -ES Acceptance Criteria inspections by Intertek Testing Services, NA, Ltd. for Fiber Cement Siding Used as Exterior Wall Siding (AA -690)' (AC90), dated October 2005 (editorially revised January • Cleburne, Texas 2008). • Plant City, Florida 7.0 IDENTIFICATION • Tacoma, Washington For field identification, James Hardie Building Products, Inc., HardiePanel &mpanel) and Hardiflex panel • Waxahachie, Texas sidings, and Harditex baseboards, must bear a label with the manufacturer's name and telephone number, the • Peru, Illinois product name, the name of the inspection agency ( Intertek • Pulaski, Virginia Testing Services, NA Ltd.), and the evaluation report number (ESR- 1844). • Sparks, Nevada TABLE 1 —STANDARD NOMINAL PANEL DIMENSIONS''Z Product Width Length Thicknesses Actual Thermal (Inches) (feet) (Inches) HardiePanel® siding 48 8, 9 & 10 114 & 5 /16 Hardiflex panel 48 8, 9 & 10 1/4 & 5/16 Hardiexo baseboard 48 8, 9 & 10 1/4 & 5/16 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2 — "K" and "R" VALUES FOR FIBER- CEMENT PRODUCTS Product Thermal Thermal Actual Thermal Actual Thermal Thickness Conductance' Resistance' Conductance Resistance (inch) Kff = Btu /hr -ft? °F R = 1 /K�1r (Kff) (R) 1/4 1.95 0.51 7.80 0.13 5/16 1 2.07 0.48 1 6.62 1 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. 2Actual value for panel thickness shown. TABLE 3— PERMEANCE VALUES FOR FIBER - CEMENT PRODUCTS Product Thickness' Permeance (inch) (perms) '/4 1.75 5 /16 1.54 For SI: 1 inch = 25.4 mm, 1 perm = 57 mg/(s-m'-Pa). ESR-I 844 1 Most Widely Accepted and Trusted Page 4 of 5 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) 2 rAnimurn Froduct Fastener Fastener Frame stud Building fBC& IRC Prcducr� 7hizkness Tyl-- Spac ing Type Zp acing Height 2-Second Gust 'in (in.) (in. (ft) a C D 20 105 Hardiffee Y4 4d common 8 2 x 4 wood' 16 40 95 Hardieftiela 1�4--in long so 85 4d common 8 2 x 4 wood' 24 2D 85 Har6i&Panelt' long 2D 137 116 Hardifle'.e 6d common 6 2 x 4 wood- '16 43 137 IDS HardiePanel� 2-in long 6D 137 1 105 1 Hardiff-ee No. 11 ga_ x 20 128 95 Hardieftiel Y4 I / in. long 6 2 x 4 wood2 16 40 121 95 Harditex galvanized roolling nail Hard iftexe No. 11 ga. x 20 995 HardiePanel"' V* 114-in. long 6 2 x 4 woG& 24 4D 95 Hardite)c� galvanized roofing nail Hardiffee No. 11 ga- x 2Z 137 105 Har&ePanela' Y4 V/ in. long 4 edge 2 x 4 wood' 16 40 137 IDS Hairdite)e galvanized '12 field so 1216 95 roofing nail 0.091-in. 20 112 98 Hardiflexl� shank x " 225- 4 edg e 4D 107 92 85 HardiePanefa 4S in HD x I'A-in. 8 field 2 x 4 wood-' 16 60 101 818 long ring shank nail 43 126 9 Hardiflee HardiePanel* 4d common 1 tong 8 2 x 4 wood' 16 Hardiffee 4d common 20 105 HardiePanoO' its I in Ic aq, 8 2 x 4 wood' 24 41) 95 I'D 178 157 144 HardiePaiel� =As 6d common 4 2 x 4 wood 18 4D 171 146 135 2 in long K 162 14D 130 1 134 119 111 2'0 141 '124 113 HardiePanel* 511E, 6d common 4 2 x 4 wood3 24 40 135 116 11x17 2 in long 60 128 111 103 IDD 106, 94 88 20 144 127 116 Hardiffee Its wrto 6d con an 6 2 4 wood' x 16 40 138 110 TD9 -Panel" Hardie 2 in long 60 130 113 105 1U 108 96 90 23 137 95 Hardiffee 6d common 6 2 x 4 wood-' 24 4D 121 95 Hardie-Panel2" 2 in Ion 60 110 85 Hardif5ee 6d common 6 edge 2 x 4 wood' 16 40 6D 137 126 1115 10D HardePanel", 2 in long '12 field 103 116 95 5,091-in. 20 126 95 Hardfflee �11_ shank x ')?5- 3 edge 40 110 92 HardiePanelt in HD x in. 8 field 2 x 4 wood -16 60 100 as long ring shank rail lAn No. F, x 1- 20 137 105 Hardifieio in. long x 0.37-3-in. Min. No. 20 ga. 40 60 126 116 '105 95 HardiePaneP Y4 .HD ribbed 6 X 351s in. x 1-'h is buglehead in. metal C-stud screw ESR -1844 1 Most Widely Accepted and Trusted Page 5 of 5 TABLE 4— MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph)2 (Continued) For SI: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'IBC /IRC wind speeds are calculated in accordance with IBC Section 1609.1 and are based on the following assumptions: a. Importance factor, I, = 1 b. Product of external pressure and gust effect, GCP, _ -1.4 c. Product of internal pressure and gust effect, GCP;, _ [0.55 (partially enclosed), 0.18 (enclosed)] d. Wind directionality factor, Kd, = 0.85 2Installation must be in accordance with Section 4.2 of this report. 3Values are for species of wood having a specific gravity of 0.42 or greater. °Vlaues are for species of wood having a specific gravity of 0.36 or greater. fArtlr urn Product Fastener Fastener France Stud Buildrrag i � fstU' Product Twckr Type spacing Type ) Height 3-Second Gust Vin) m .) On') () B C D Mn. No. 8 x 1- 28 105 85 Hardiflex� in_ IbM x 0-32.34n- HD 3sla 40 5 $ 3 it F'eiil' � 6 in- 1 2�3 $X ag�'t � . metal C- strut! screw it & F 0-10- 15 168 137 116 in- kniffied 23 168 126 105 F]aliifie shark x 1'r -in_ krfig fi_ 5 4 !6[�1. ]fir_ 2 4D 60 158 147 116 116 105, $7 x edge ilia in x 1 16 HardiePanel* HD #in 8 field in- fastener fastener ( CN100- 01 )NA) EF & F Q.1 t1- 15 152 105 90 in. knurled 20 147 105 85 i is ifte sha * x 1 f in. kafig x 02155-lm 4 edge Mir- _ 20 eta 40 126 11fr 85 8 Hard* 1 E pin 8 field 1 III. x 1 24 fastener _ metal C -Siui# (AK N100- f1150NA For SI: 1 ft = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'IBC /IRC wind speeds are calculated in accordance with IBC Section 1609.1 and are based on the following assumptions: a. Importance factor, I, = 1 b. Product of external pressure and gust effect, GCP, _ -1.4 c. Product of internal pressure and gust effect, GCP;, _ [0.55 (partially enclosed), 0.18 (enclosed)] d. Wind directionality factor, Kd, = 0.85 2Installation must be in accordance with Section 4.2 of this report. 3Values are for species of wood having a specific gravity of 0.42 or greater. °Vlaues are for species of wood having a specific gravity of 0.36 or greater. IMES Evaluation Report ESR -1844 Supplement Reissued November 1, 2011 This report is subject to renewal in two years. www.icc- es.org 1 (800) 423 -6587 1 (562) 699 -0543 A Subsidiary of the international Code Council® DIVISION: 06 00 00 —WOOD. PLASTICS AND COMPOSITES Section: 06 16 00— Sheathing DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION Section: 07 46 46— Fiber - Cement Panels REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942 -7343 www.iameshardie.com chad.diercksPiameshard ie.com EVALUATION SUBJECT: HARDIEPANEL ®SIDING, HARDIFLEX ®SIDING AND HARDITEX® BASEBOARD 1.0 EVALUATION SCOPE Compliance with the following code: 2007 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Hardie Panel® Siding, Hardiflee Siding and Harditex® Baseboard described in master report ESR -1844 may be used where noncombustible or ignition - resistant exterior walls complying with Section 1403.4 of the CBC are required, provided installation is in accordance with the master report and the additional requirements in Sections 1405.15, 1405.16, and 1405.17 of the CBC. 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, provided installation is also in accordance with the master report and the additional requirements of Sections 701A.3 and 704A.3 of the CBC. The products(s) 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 November 1, 2011. 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 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 to anyfinding or other matter in this report; or as to any product covered by the report. - Copyright 0 2011 Page I of 1 v a � m Y -� e KfsbG 10197 Cold Habor Ave 0 o o (D w 0 zr En � Iwo � CD 0 � 0 � D -0 z Z O N �12 Q a°o� ®oN -0 h ' (DW oNn m�mN } -0 0 O (D 0 h a 3 c n 00 O CA m oo c.ac -i jai a QE m ®3 cn cD cn >D 10 m ? -es p r ID � in gip°—' �? --4 m e KfsbG 10197 Cold Habor Ave 0 �C a Lower Level z Z �12 Q rn 05 �� .m n z m�mN rage Door Main Entry Door PO# - KAS130419 ���� eft eJcf-r /,J 5-0rl l ®J 6- .j7Pj/ �a2 - ice% � ��� - �✓ /.,J�,v+ // Gj Ito % - i =fcV�� — f / � Tt-- R- /I ,�C- Window Trim Flashina Detai110197 Cold Harbor Ave. Vinyl Window Foam in Gap Aluminum Window Alum Win Fin Existing Framing 2 +4's �G Caulking Custom Flashing Broken on Jobsite Flex Wrap Window Flashing Membrane HardiWrap Vapor Barrier ( waterproof) Fibercement James Hardie 1 +4 Trim New 5/8 Shearwall Fibercement James Hardie Siding 1 akZ