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BRER2015-0035
, 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T!A,ut D VOICE (760) 777-7125 FAX (760) 777-7011 )IMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 4/29/2015 Application Number: BRER2015-0035 Owner: Property Address: 54145 AVENIDA DIAZ LINDA SUMNER APN: 774194019 54145 AVENIDA DIAZ Application Description: SUMNER/REROOF BORAL ROOFIND CONCRETE TILES SAXONY[0942-0005] LA QUINTA, CA 92253o U Property Zoning: Application Valuation: $12,000.00 z Applicant: RICK HART ROOFING Contractor: 119 RICK HART ROOFING efl 38744 EXA ELY ROAD 38744 EXA ELY ROAD rn HEMET, CA 92544 HEMET, CA 92544C a =D, Q tst (951)767-1139 M Llc. No.: 833020 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Cl as : C39 License No.: 833020 Date: T a Contractor: LL OA OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031-5„Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: U 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_J I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY .I hereby affirm under penalty of perjury.that there is a construction lending agency for the performance of the -work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: r WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the ork for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sect on 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: _ 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 workers' compensation laws of California, and agree that, if I should become subject to the workers' co ensation provisions of Section 3 f-4hetab r Code, I shall forthwith comply wi hos provisions. Date: &&��Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of la Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 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 rela ing to building construction, d hereby authorize representatives of this city to ent err bove• mentio;UN. r inspection purposes. Date: Signature (Applicant or Agent): ” STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS CEC-CFIR-ALT-01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT 01-E Prescriptive Residential Alterations (Page 1 of 4) Project Name: k-k-rcl� r%A-Fb. P- -'2—VetT Date Prepared: A. ENERAL INFORMATION 02 A=\ 04 Project Name: �� f.nf�JL''L 02 Date Prepared: 03 Project Location: S 1 n 1,010, t 04 Building Fronto ieritation`(deg or cardinal): 05 P)"e CA City: 06 Number of NiefredX[ i elling Units: V"A\ 07 Zip Code: 08 Fuel Type: �"':' 09 Climate Zone: SO Total,C,oriditioned Floor7lrea'(ft2):� O 11 Building Type FR 12 SIa115,A`re`a`(ft2) 4%�'t'i Y 13 1 Project Scope: _ I' �.W B..BUILDING INSULATION DETAILS (Section 150.2(b)1) 01 02 03 04 05 06 ' 'V- "67 08,- q 09 10 11 Tag/ID Assembly Type Frame Type Frame Depth (inches) Proposed ' Frame t 'Continuous Reference Spacing Cavity insulation y ` (inches) R-value,l R-valuye� ( ;�U;faetor TabI,Q, Cell Required Comments U Factor siProposed Minimum Required Method of Roof CRC P or d�D Deck -x, ��nitial Solar Aged Solar Thermal SRI Aged Solar Thermal SRI ompliance Pitch Exception , NumXber. r product Type Insulation Reflectance Reflectance. Emittance (Optional) Reflectance Emittance (Optional) C. RO F REPLACEMENT (Prescriptive Alteration, Seetion150.2(b)1H) �,'� O1 02 03 04 rte:. 05#4 06 � �07� o8 09 10 11 12 13 R -value ue siProposed Minimum Required Method of Roof CRC P or d�D Deck -x, ��nitial Solar Aged Solar Thermal SRI Aged Solar Thermal SRI ompliance Pitch Exception , NumXber. r product Type Insulation Reflectance Reflectance. Emittance (Optional) Reflectance Emittance (Optional) LIT, Ir M INN\ 1411 o o NOTES �` \a�' • Roof area covered by b ldingjntegrated photovoltalrpaneIs and solar thermal panels are exempt from the above Cool Roof requirements. • Liquid field applied coatings, must comply with n tallntion criteria from section 110.8(i)4. Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2013 Residential Compliance June 2014 STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS CEC-CF1 R -ALT -01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-01-E Prescriptive Residential Alterations (Page 4 of 4) Project -Name: S c�mr� e r, Date Prepared: 2.2 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete.- Docu tation Authflame: Documentation Author Signature:` Com any: Signature Date: '_" _ yyy�bb � S. WS +li Address: CEA/ HERS Certificationd 'tifica L90f applicable): City/State ip: Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information Certificate Compliance is true provided on this of and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsitii t . for the building a ig. or system design identified on this Certificate of Compliance (responsible designer). 3. That the energy features and performance specifications, materials, components, and manufactu ed &v'c6 srfor the building design or system design identified on this Certificate of �IvCompliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of•Regulations. 4. The building design features or system design features identified on this Certificate of Complianceiare consistent°with thl a information provided on other applicable compliance documents, ' .v, k4. wA'1N ws, "u'tl'dmg worksheets; calculations, plans and specifications submitted to theme enforcement agercyfo approval with this permit application. 5. 1 will ensure that a registered copy of this Certificate of Com 1 ce shall be mad ilatile with the buildi g pe'rmlt(s) issued for the, uilding, and made available to the enforcement agency 1.for all applicable inspections. I understand that a registered of this Certificate�'o�f C mpliance is.; — 're_106d to be included with th documentation the builder to the building Ry provides ' owner at occupancy. Responsible Desi et- Na�mee: Responsible Designer Signatur Company/') (j / A Date Signed: 14 Addrssess:(i r (A License: City/State/Zip: Phone: For assistance or -questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 ICC -ES Evaluation Report ESR -1 647* Issued July 2013 This report is subject to renewal August 1, 2015. 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 3216—Concrete Roof Tiles REPORT HOLDER: ORAL ROOFINIR 575 IRVINE CE DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 www.boraina.com iay.cruz(a-bora l.com CONCRETE ROOF TILE ATLANTIS, BARCELONA 900, ARCELONA-IMPACT, CAPRI, CEDARLITE I CEDARLITE 600, CLASSIC 100, ESPANA / BARCELONA, ESPANA 600, HOMESTEAD SHAKE, HOMESTEAD – SLATE, MADERA, MADE" 700, MISSION S I BARCELONA, ROMA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY-SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, SAXONY-SPLIT SHAKE, SAXONY SPLIT SLATE, SAXONY-IMPACT, SAXONY 900 - IMPACT, SPANISH "S", SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900 -IMPACT 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012 and 20091nternational Building Code® (IBC) ■ 2012 and 2009 International Residential Code® (IRC) ■ Other Codes (See Section 8.0) Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind -uplift resistance 2.0 USES The Boral Roofing concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with Section 1505.2 of the IBC and Section R902.1 of the IRC. 3.0 DESCRIPTION 3.1 Interlocking Concrete Roof Tiles: These roof tiles are extruded interlock concrete roof tiles that comply with ASTM C1492 and having interlocking ribs on the longitudinal edges of the tiles to restrict lateral movement and provide a water stop. All roof tiles are designed with anchor lugs except for the Cedarlite and Madera profiles. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed integrally with the tile mix to produce a through -colored product. All roof tiles are cured to reach required strength before shipment. Product designations, dimensions and installed dry weights are indicated in Table 1 of this report. Roof tile profiles are illustrated in Figure 1. 3.2 Concrete Roof Tiles: Spanish "S" roof tiles are extruded concrete roof tiles that comply with ASTM C1492. The roof tile is manufactured in the same manner as the roof tiles described in Section 3.1, except the tile is non -interlocking. The roof tile is designed without anchor lugs. The product designation, dimensions and installed dry weight are indicated in Table 1. See Figure 1 for an illustration of the tile. I 4.0 INSTALLATION 4.1 General Installation of the Boral Roofing roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), and recognized in ESR -2015P, except as otherwise noted in this report. In case of a conflict between the installation manual and this report, this report governs. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. The roof tiles must be installed on a minimum roof slope of 21/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the eave in order to ensure uniform contact between the tiles and proper fit and appearance. All cracked and broken roof tiles must be replaced. 4.2 Adhesive Set Systems: The Boral Roofing roof tiles may be installed with roof tile adhesives that are recognized in a current ICC -ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive manufacturer's ICC -ES evaluation report. 4.3 Mortar Set Systems: Except for the Villa 600, Barcelona 600, Saxony 600, Cedarlite/Cedarlite 600 and Madera tiles, the Boral Roofing *Revised April 2014 /CC -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 /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.® z� Copyright © 2014 Page 1 of 10 ESR -1647 I Most Widely Accepted and Trusted Page 2 of 10 roof tiles may be installed with mortars that are recognized in a current ICC -ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these mortar set systems must be in accordance with the mortar manufacturer's ICC -ES evaluation report. 4.4 Wind Resistance: 4.4.1 Cedarlite / Cedarlite 600, Madera and Madera 700: 4.4.1.1 2012 IBC: Installation of these tiles is limited to the prescriptive parameters of Table 1507.3.7 for ultimate design wind speeds (V,,,t) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less. As an alternative, on minimum'/16-inch-thick (11.1 mm) oriented strand board or minimum 15/32 -inch -thick (11.9 mm) plywood, a single corrosion -resistant, buglehead wood screw, in the center fastener hole, may be used in lieu,of the two nails required for roof slopes of 3:12 and over. The screw must be of sufficient length to penetrate through the deck a minimum of 3/4 inch (19.1 mm). The buglehead screw must have a shank diameter of 0.138 inch (3.5 mm) and a head diameter of 0.328 inch (8.3 mm). The tile may be installed with battens. Battens installed must be nominally 1 -inch -by -3 -inch wood. Each tile must be fastened to the batten with a single corrosion -resistant, buglehead wood screw in the center fastener hole. The screw must penetrate the batten a minimum of 3/4 inch (19.1 mm) but must not penetrate the underlayment. The top edge of the tile is aligned with the top of the batten. 4.4.1.2 2012 IRC and 2009 IBC and IRC: Installation of these tiles is limited to the prescriptive parameters of Table 1507.3.7 of the IBC and Section R905.3.7 of the IRC, as applicable, for basic wind speeds (3 -second gust) of 100 mph (161 km/h) or less and mean roof heights of 60 feet (18 288 mm) or less for the IBC and 40 feet (12 192 mm) or less for the IRC. See Section 4.4.1.1 for fastening of sheathing with single screw in lieu of two nails for roof slopes of 3:12 and over. Also, see Section 4.4.1.1 for tile installation on battens. 4.4.2 All Other Tiles Except Cedarlite / Cedarlite 600, Madera and Madera 700: 4.4.2.1 2012 IBC: For ultimate design wind speeds (V„it) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Figure 1 of ESR -2015P, Design Considerations for High Wind Applications Under the 2012 IBC and IRC (ASCE 7-10). 4.4.2.2 2012 IRC: For basic wind speeds (3 -second gust) of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12 192 mm) or less, tiles must be installed in accordance with the prescriptive parameters of Section R905.3.7 of the IRC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Figure 1 of ESR -2015P, Design Considerations for High Wind Applications Under the 2012 IBC and IRC (ASCE 7-10). 4.4.2.3 2009 IBC and IRC: For basic wind speeds (3 -second gust) of 100 mph (161 km/h) or less and mean roof heights of 60 feet (18 288 mm) or less for the IBC or 40 feet (12 192 mm) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment in accordance with the section on Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual. The generic required aerodynamic uplift moment, determined in accordance with Tables 5A through 6D of the TRI/WSRCA installation manual, must be multiplied by the tile factor ratio in Table 2 to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 7A of the TRI/WSRCA installation manual, must be equal to or greater than the required aerodynamic uplift moment for the specific roof tile being installed. 4.5 Fire Classification: When installed in accordance with this report, the Boral Roofing concrete roof tiles are Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR -1709. 5.0 CONDITIONS OF USE The Boral Roofing extruded concrete roof tiles 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 roof tiles must be installed in accordance with this report, the applicable code and the TRI/WSRCA installation manual. In case of a conflict between the installation manual and this report, this report must govern. 5.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. 5.3 The Boral Roofing concrete roof tiles are produced at the manufacturing facilities specified in Table 1 under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated February 2012. 7.0 IDENTIFICATION The underside of each field tile, except for Cedarlite / Cedarlite 600, Madera 700 and Madera tiles, is imprinted with the MonierLifetile or Boral Roofing logo (Figure 2) or the name MonierLifetile, Boral, Boral Lifetile or Vostile. Cedarlite / Cedarlite 600, Madera 700 and Madera tiles have an "M" imprinted on the top side of each tile. Each shipping pallet must have a label bearing the Boral Roofing name; the tile designation; manufacturing location and address; color; SAP number; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR -1647). 8.0 OTHER CODES In addition to the codes referenced in Section 1.0, the products in this report were evaluated for compliance with the requirements of the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 International Residential Code® (IBC) The Boral Roofing concrete roof tiles installed over solid or spaced sheathing are considered Class A in accordance with the exception to 2006 IBC Section 1505.2 and 2006 IRC Section R902.1. All other conditions of recognition are as described in Sections 2.0 through 7.0. ESR -1617 1 Most Widely Accepted and Trusted Page 3 of 10 TABLE 1 -TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION INSTALLED DRY WEIGHT' (psf) DIMENSIONS (in.) LENGTH WIDTH MANUFACTURING FACILITY Atlantis - Slate 10.4 161/8 10'/8 Pompano Atlantis - Textured 10.4 161/8 101/8 Pompano Barcelona 900 9.5 17 13 Lake Wales Barcelona 900 9.3 17 13 Lathrop Barcelona - Impact 10.3 16'/2 13 Katy Capri 10.1 17 123/8 Lake Wales Cedarlite / Cedarlite 600 5.9 13'/2 13 Gilroy Espana / Barcelona 9.0 17 123/8 Henderson Espana / Barcelona 8.5 17 123/8 Lake Wales Espana / Barcelona 9.0 17 123/8 Lathrop Espana / Barcelona 9.0 17 123/8 Rialto Espana 600 / Barcelona 600 5.9 17 123/8, Rialto Saxony 900 - Hartford Slate 9.1 17 13 Stockton Madera 9.5 13'/2 13 Gilroy Madera 700 7.2 131/2 13 Gilroy Mission S / Barcelona 10.3 161/2 13 Phoenix Saxony 900 - Split Old English Thatch 9.8 17 13- Stockton Saxony - Country Shake 10.3 16'/2 13 Katy Saxony - Country Shake 10.3 17 123/8 Rialto Saxony - Country Slate 10.3 16'/2 13 Katy Saxony - Country Slate 10.3 17 123/8 Rialto Saxony - Country Split Shake 10.3 16'/2 13 Katy Saxony - English Thatch 10.3 161/2 13 Katy Saxony - English Thatch 10.3 17 123/8 Rialto Saxony - English Thatch 10.4 17 123/8 Lake Wales Saxony - Shake 10.3 16'/2 13 Katy Saxony - Shake 9.5 161/2 13 Phoenix Saxony - Shake 10.3 17 123/8 Rialto Saxony - Shake 10.4 17 123/, Lake Wales Saxony - Shake 9.6 17 13 Denver Saxony 900 - Shake 9.1 17 13 Lathrop Saxony 900 - Shake 9.1 17 13 Stockton Saxony - Slate 9.5 16'/2 13 Phoenix Saxony - Slate 10.3 102 13 Katy Saxony - Slate 10.3 17 123/8 Rialto Saxony - Slate 10.4 , 17 123/8 Lake Wales Saxony 900 - Slate 9.1 17 13 Lathrop Saxony 900 - Slate 9.1 17 13 Stockton Saxony 900 - Country Slate 9.1 17 13 Stockton Saxony - Slate 9.6 17 13 Denver Saxony - Country Slave 9.6 17 13 Denver Saxony - Split Old English Thatch 9.6 17 13 Denver Saxony - Split Shake 10.3 1 17 123/8 Rialto Saxony - Split Shake 10.4 17 123/8 Lake Wales Saxony - Split Slate 10.3 17 . 123/8 Rialto For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. ESR -1647 1 Most Widely Accepted and Trusted Page 4 of 10 TABLE 1 -TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES (Continued) TILE DESIGNATION INSTALLED DRY WEIGHT (psf) DIMENSIONS2 (in.) LENGTH WIDTH MANUFACTURING FACILITY Saxony - Split Slat 0.4 17 123/8 Lake Wales Saxony 600 - Shake 5.7 V&Pi 17 13 Stockton Saxony 600 - Slat 7 17 13 Stockton Saxony 600 - Split Shake 5.7 17 13 Stockton Saxony 700 - Shake 7.2 17 13 Stockton Saxony 700 - Slate 7.2 17 13 Stockton Saxony 700 - Split Shake 7.2 17 13 Stockton Saxony 700 - Shake 7.1 17 13 Rialto Saxony 700 - Slate 7.1 17 13 Rialto Saxony 700 - Split Shake 7.1 17 13 Rialto Saxony 900 - Shake 9.1 17 13 Henderson Saxony 900 - Slate 9.1 17 13 Henderson Saxony 900 - Country Slate 9.1 17 13 Henderson Saxony 900 - Shake 9.5 17 13 Lake Wales Saxony 900 - Slate 9.5 17 13 Lake Wales ' Saxony 900 - Split Shake 9.5 17 13 Lake Wales Saxony 900 - Country Slate 9.5 17 13 Lake Wales Spanish "S" 9.5 18 103/8 Pompano Tejas Espana / Barcelona 9.0 102 13 Katy Vanguard Roll 8.4 102 13 Pompano Villa 9.6 102 13 Phoenix Villa 900 9.0 17 13 Rialto Villa 900 9.0 17 13 Denver Villa 600 5.8 17 13 Rialto Villa 600 6.0 17 13 Stockton Villa 900 9.3 17 13 Stockton Villa 9.0 16'/2 13 Katy Villa 900 9.2 17 13 Lake Wales Spanish "S" Nuevo 9.9 17 93/4 Lake Wales Saxony 600 5.9 17 13 Rialto Saxony 900 9.3 17 13 Rialto Saxony - Impact 10.5 161/2 13 Katy Saxony - Impact 10.5 17 13 Denver Saxony 900 - Impact 10.4 17 13 Stockton Villa 900 - Impact 10.1 17 13 Denver Classic 100 9.5 16'/2 13 Tacoma Homestead - Shake 9.8 16'/2 13 Tacoma Homestead - Slate 9.8 16'/2 13 Tacoma Roma 9.3 16'/2 13 Tacoma Saxony- Shake 10.5 161/2 13 Tacoma Saxony - Slate 10.5 16'/2 13 Tacoma Saxony - Country Slate 10.5 16'/2 13 Tacoma Saxony - Split Shake 10.5 16'/2 13 Tacoma Saxony - Split Slate 10.5 16'/2 13 Tacoma Villa 1 9.0 1 16'/2 13 Tacoma For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. 'Installed dry weight is based on a 3 -inch headlap. 2AII dimensions are nominal. ESR -1647 1 Most Widely Accepted and Trusted Page 5 of 10 TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS TILE DESIGNATION TILE W)TOR TILE FACTOR RATIO' Capri 1.407 (Base Tile Factor) 1.000 , Mission S / Barcelona SaxonyZ Split Old English Thatch Tejas Espana Vanguard Roll Villa Classic 100 Homestead - Shake Homestead - Slate Roma Saxony - Impact Atlantis Slate / Atlantis Textured 1.013 0.720 Spanish "S" 1.265 0.899 Spanish "S" Nuevo 1.144 0.813 Espana / Barcelona _ 1.525 _ 1.084 Espana 600 / Barcelona 600 Barcelona 900 Barcelona - Impact Saxony 600 Saxony 700 Saxony 900 Saxony 900 Hartford Slate Saxony 900 Split Old English Thatch Villa 600 Villa 900 Villa 900 – Impact Saxony 900 – Impact 'Tile factor ratio = the factor / Base tile factor of 1.407 ft3. manual for additional details. 2Saxony includes the following profiles: Saxony – Shake, English Thatch and Split Old English Thatch. See Section 4.4.2 of this report and Appendix B of the TRI/WSRCA installation Slate, Split Shake, Split Slate, Country Shake, Country Slate, Country Split Shake, -ESR -1647 Most Widely Accepted and Trusted Page 6 of 10 Atlantis—Slate Atlantis—Textured NaIIhnIP A Nailhole B Capri Nail Hole A B C Espana / Barcelona Barcelona 900 Espana 600 I Barcelona 600 Barcelona - Impact Saxony 900 – Hartford Slate Nall holes A B FIGURE 1—TILE ILLUSTRATIONS SSR -1647 1 Most Widely Accepted and Trusted Page 7 of 10 Nail Hole Mission S - Barcelona Saxony – Country Shake Saxony—Country Slate Saxony 900—Country Slate Madera Madera 700 Cedarlite/Cedarlite 600 Nail Nail N Saxony Slate Saxony 900 Saxony 600 Saxonv700 Saxony—Imnact May have 2 or 3 nail holes depending on manufacturing knations Saxony - English Thatch FIGURE 17 --TILE ILLUSTRATIONS (Continued) ESR -1647 1 Most Widely Accepted and Trusted Page 8 of 10 Nail Saxony 900—Split Old English Thatch Saxony—Split Old English Thatch Saxony—Split Shake y have 2 or 9 nal Mea ,.Wk a an ma lwao ur" exon Nail Holes A Nall Saxony— Shake Saxony 900 Saxony 600 Saxony 700 Saxony—Impact Saxony 900—Impact Saxony — Split Slate FIGURE 1—TILE ILLUSTRATIONS (Continued); eu� �ectutg ESR -1647 I Most Widely Accepted and Trusted Page 9 of 10 Nail N Na Spanish S Vanguard Roil Tejas Espana — Barcelona Villa Villa 600 Villa 900 Villa 900—Impact Nail hole may be located on the pan depending on manufacturing location. Spanish "S" Nuevo FIGURE 1—TILE ILLUSTRATIONS (Continued), ESR -1647 1 Most Widely Accepted and Trusted Page 10 of 10 CMask 110 Homestead—Slate Homestead -Shake Roma Saxony—Country Slate FIGURE 1—TILE ILLUSTRATIONS (Continued) FIGURE 2—MONIERLIFETILE LOGO OR BORAL ROOFING LOGO ICC -ES Evaluation Report ESR -1647 CBC and CRC Supplement* Reissued July 2013 This report is subject to renewal August 1, 2015. 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 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618-2930 (949) 756-1605 www.boraina.com iay.cruz(a boral.com EVALUATION SUBJECT: CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA—IMPACT, CAPRI, CEDARLITE / CEDARLITE 600, CLASSIC 100, ESPANA / BARCELONA, ESPANA 600, HOMESTEAD SHAKE, HOMESTEAD—SLATE, MADERA, MADERA 700, MISSION S / BARCELONA, ROMA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY—SHAKE, SAXONY—SLATE, SAXONY—COUNTRY SLATE, SAXONY—SPLIT SHAKE, SAXONY—SPLIT SLATE, SAXONY— IMPACT, SAXONY 900—IMPACT, SPANISH "S", SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900—IMPACT 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2010 California Building Code ■ 2010 California Residential Code Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind -uplift resistance 2.0 California Building Code (CBC) The Boral Roofing concrete roof tiles described in the master report ESR -1647 may be used where a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CBC Section 1505.1.3 is required, provided installation is in accordance with the master report and the additional requirements of Sections 1507.3.10 and 1511 of the CBC. The roof tiles may be used in the construction of new buildings located in a 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 705A of the CBC. 3.0 California Residential Code (CRC) The Boral Roofing concrete roof tiles described in the master report ESR -1647 may be used where a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3 is required, provided installation is in accordance with the master report and the additional requirements of Section R905.3 of the CRC. The roof tiles may be used in the construction of new buildings located in any Wildland–Urban Interface Fire Area, provided installation is also in accordance with the master report and the additional requirements of Sections R327.1.3.1 and R327.5 of the CRC. 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 July 2013, revised April 2014. 'Revised April 2014 /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed POM 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 any finding or other matter in this report, or as to any product covered by the report. Copyright © 2014 Page 1 of 1 ICC -ES Evaluation Report ESR -1647 FBC Supplement* Reissued July 2013 This report is subject to renewal August 1, 2015. 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 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 www.boralna.com iay.cruznaboral.com EVALUATION SUBJECT: CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA—IMPACT, CAPRI, CEDARLITE / CEDARLITE 600, CLASSIC 100, ESPANA / BARCELONA, ESPANA 600, HOMESTEAD SHAKE, HOMESTEAD -SLATE, MADERA, MADERA 700, MISSION S / BARCELONA, ROMA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY- SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, SAXONY-SPLIT SHAKE,' SAXONY-SPLIT SLATE, SAXONY- IMPACT, SAXONY 900 -IMPACT, SPANISH "S" , SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA,' VILLA 600, VILLA 900 AND VILLA 900 -IMPACT 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2010 Florida Building Code—Building ■ 2010 Florida Building Code—Residential Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind uplift resistance 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Concrete Roof Tiles described in the master report ESR -1647 comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code -Residential, when designed and installed in accordance with the master evaluation report under this additional condition: The Boral Roofing extruded concrete roof tiles must be installed in accordance with the recommendations of the FRSA/TRI 07320 Installation Manual. Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane Zone provisions of the 2010 Florida Building Code -Building, and the 2010 Florida Building Code -Residential has not been evaluated, and is outside the scope of this supplement. For products falling under Florida Rule 96-72, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved_ validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued July 2013, revised April 2014. 'Revised April 2014 /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed MM as an endorsement ofthe subject of the 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. u Copyright © 2014 Page 1 of 1 p uralitem Saxony Shake 600/700 NEW r �, • '- Shake Smokey Ai Till \.._ •`' �__ � . .: may' _ __ Z O fr NEW t< + .g t/ d i riy 1 a� r; „ ,A/ / NEW r �, • '- Shake Smokey Ai Till \.._ •`' �__ � . .: may' _ __ Z O fr DESCRIPTION,,, TY,,:-AMOUNT; �.nPAID: °Pi41D:`DATE. ,`ACCOUNT'..', s:�.+iN:':?Fd • BSAS S81473 FEE . 101-0000-203060 $1.00 $0.00 p5e'i {l E. 4�4,i # ']' e r'-�'`f%S *be '.._x 'f`a r£„'1',�. te; PAID;BY �METfHODY RECEIPTS#' #A t CLTD BY, c AS":i..,S.'..-",..{..riL..L.e✓s..tt..nura.Si...aa.. ,CHECK si ;` Total Paid forBUILDING STANDARDS ADMINISTRATION.BSA $1.00. $0.00 z t ` :DESCRIPTI N �.,uA000UNT .z Mcg r C�TYAMOUNT gi' `: `' , f t PAID PAID DATE N RE-ROOF- FIRST 2,000 SF I 101-0000-42404 0 $49.31 $0.00 "rim METHODErs RECEIPTS#.�eC C •CHEK# N Y �PAID:BY;�",, .. <.rCLTOBY` j A yf . 5 YAl,.y ?.!ah :4., n,; 5,.:, .. S-':'"N�ihS$,i •'. i5'' f}'R;-i. 'N. i AMOUNT_ �k?'l�..'. .Yx.'s -:. '{RAIDw �•:...<-:. PAID DATE: ,z k , ,DESCRIPTIOPIb aACCOUNT ,CITY ;< RE-ROOF -FIRST 2,00>0 SF PC ! 101!-0000-42600. 0 $98.62 $0.00 Se:"u�n, +' Gyy,;yi P +4`d .,A".�'i-i _t. .. i: Ap BY S ..i' k V '3y S '�"_ $.'�Mh g 4iY . S .� ti's,„(.. .1.6!k 'aZ , ,p+ 'i.. RECEIPT '.'M%5...5 Rt v,.:x Y.i ,PAID ",..a,,.s ys ; METHOD � # »,CHECK ?CLfD_ BYx Total Paid ;for RE-ROOF: $147.93 $0.00 • •• Description: SUM NER/REROOF BORAL ROOFIND CONCRETE TILES SAXONY[0942-0005] Type: RE -ROOF Subtype: Status: ON HOLD Applied: 4/23/2015 SKH Approved: 4/23/2015 SKH Parcel No: 774194019 Site Address: 54145 AVENIDA DIAZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 256 Lot: 7 Issued: 4/23/2015 SKH UNIT 24 Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $12,000.00 Occupancy Type: Construction Type: Expired: 10/20/2015 SKH No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: REROOF BORAL ROOFING CONCRETE ROOF TILES SAXONY 600 -SHAKE 5.7 PSF [CRRC: 0942-0005] 2013 CALIFORNIA ENERGY CODE. Printed: Wednesday, April 29, 2015 1:20:27 PM 1 of 2 cpSYSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES: NEEDS TO PAY FOR BUSINESS LICESNE AND PROVIDE "CUT SHEET" FOR REVIEW BY AJ OR JAKE. CUT SHEET NEEDS TO SHOW SPECIFIC PRODUCT TO BE NOTE STEPHANIE KHATAMI 4/23/2015 4/23/2015 INSTALLED AND SHOW THAT THE PRODUCT MEETS THE REQUIREMENTS FOR LIGHT WEIGHT - PAPER COPIES REQUIRED TO ATTACHED TO PERMIT AND PERMANENT FOLDER. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT' RICK HART ROOFING 38744 EXA ELY ROAD HEMET CA 92544 (951)326-7016 CONTRACTOR RICK HART ROOFING 38744 EXA ELY ROAD HEMET CA 92544 (951)326-7016 Printed: Wednesday, April 29, 2015 1:20:27 PM 1 of 2 cpSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BRER201c5-003 1 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE INFORMATIONFINANCIAL PRE -ROOF BLD DESCRIPTION -ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD �BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: RE -ROOF - FIRST 2,000 101-0000-42404 .0 $49.31. $0.00 SF RE -ROOF - FIRST 2,000 101-0000-42600 0 $98.62 $0.00 SF PC Total Paid for RE -ROOF: $147.93 $0.00 TOTALS:0• INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES PRE -ROOF BLD FINAL" BLD PARENT PROJECTS Printed: Wednesday, April 29, 2015 1:20:27 PM 2 of 2 C SYSTEMS gin.# CIS}/ Of %a Quinta BldkOg 8r Safety Diaision P.O. Box 1504,"78-495 Calle Tamplcd la.Qalnta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: `K �� Q.h 0. lei Owner's Name:. A. P. Number. Address: Legal Description: City, ST, Zip: q Contractor: i to �—�n Telephone: . Pmject Description: Address: 7r{ _ / City, ST, Zip: : n �M&1 - � �aS `1 / .k 11— O EA (✓1 �� s Telephone: �S( Aja le %Al ((, / 1B IQIs� State Lia #: g 3 3� a- City Lic C. Arch., Engr.. Designer. 80L,6- ,6 Address: Address: City., ST. Zip: Telephone: Construction Type:. Occupancy: State Lia #: Project type (circle one): New Add'n RepairDemo Name of Contact Person: Sq. FL: ;Dco # Stories: # Univ: Telephone # of Contact Perso LC�V— — Estimated Value of Project: 11,00'6 . NOT WRITE BELOW THIS UNE # Submittal Req'd Rec'd TRACKING PBRb=FEES- Pip Sets Pian (heck submitted Item Amount Structural Calls. Reviewed, ready for corrections Plan Check Deposit. . Truss Cales. Caned Contact Person Ptaa Check lWance Mile Sri t'`.alcs. Plans picked up Construction Flood plain plan Plans resubmitted _ : Mechanical Grading plan 2" Review, ready for correctionemue Electrical Subeontactor List Called Contact Person Plumbing Grant Deed Plans picked up S M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '" Review, ready for correetiouslassae Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees