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08-0329 (RR)P.O%BOX 1504 7e-495 ,CALLE TAMPICO LA Q�J NTA, CALIFORNIA 92253 Application Number: 08-00000329 Property Address: 53740 EISENHOWER DR APN: 774-131-012-13 -000000- Application description: RE -ROOF' Property Zoning: COVE RESIDENTIAL Application valuation: 13000 Tityl " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: 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 Professionals Code, and my License is in full force and effect. License Class: C39 License No.: 336547 Date0 1 ORContractor: -J VVL ►VL.K.1L 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).: (_ 1 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.). 1 _ 1 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.). 1 _ I 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: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 0 Date: 2/21/08 Owner: ANDREASEN ROBERT F P O BOX 2227 cC YUCCA VALLEY, CA 92284 r E y �oo� ( 1 �Wujq;i-�Contractor: MILLER & SONS ROOFING INC, AL 68760 SUMMIT DRIVE CATHEDRAL CITY, CA 92234 (760)328-6616 Lic. NO.: 336547 ----------------------------------------------— 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 work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 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 STATE FUND Policy Number 0002574-2006 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' compensation provisions of Section 3700 of the Labor I sh//all forthwith comply with those provisions. Date lI Applicantn 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 ($100,0001: 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 Director of Building and Safety 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 relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned proRX Afor inspection;,? ses. Date:` ZI B Signature (Applicant or Agent): e4,- t Application Number 08-00000329 Permit . . . RE -ROOF Additional desc . Permit Fee . . . . 30.00 Plan Check Fee .00 Issue Date• . . . . Valuation . . . . 0 Expiration Date 8/19/08 Qty Unit Charge Per Extension BASE FEE 30.00 ---------------------------------------------------------------------------- Special Notes and Comments RE -ROOF FROM ROCK TO LITE WEIGHT TILE: - VERIFY SLOPE & EAGELITE TILE February 21, 2008 11:16:00 AM pjuarez. Fee summary Charged Paid, Credited ---------- Due. ----------------- Permit Fee Total -------------------- 30.00 ---------- ..00 .00 30.00 Plan Check Total .00 .00 .00 .00 Grand Total 30.00 .00 .00 30.00., LQPERMIT Bin # City of La QUinta . . Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico U Quirita, CA 92253 - (760) 777-7012 Building Permit'Application and Tracking Sheet Permit #, q p Project Address: a`�7� Q ' S1toj4.(,o-,4' Owner's Name: 4-pj Oa j� M A. P. Number: Address: nO 8 Z 2�. Legal Description: City, ST, Zip: L(,�- V 72 Contractor: ' 1 LUQ fi S �� 1`��//'�� .. F Telephone: ( — � _�' � . •� Address: ('� �- '7 (m j �d wt.r+tit T t,6*9 Project Description:. (R�% �/>✓.City, ST, Zip:I� dl�l= l%� �`7�l Stl f. ' 1'�Telephone: 3 (o— 1-2,1' . W tit fi L� 1pi0�v 2&i-14011. State Lic. #: City Lic. #: l n� ��� S *{ ii,t NAIL" C -c) n Arch., Eng., Designer: .� rn Address: City, ST, Zip: Telephone: x Construction Type: Cr 0401P Occupancy: State Lit. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: 1 "?jL "r(,t�y'� �f� Sq. Ft.: Z., /00 # Stories: Units: Telephone# of Contact Person: Estimated Value of Project: (9.OQ S 00 . APPLICANT: DO NOT WRITE BELOW THIS LINE ., # Submittal Req'd Recd TRACKING. PERMIT FEES Plan -Sets Plan Cbeck submitted 'Item Amount Structural Cafes.. Reviewed, ready for corrections Plan Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Energy Cafes. Plans picked up Construction ' Flood plain plan, Plans resubmitted Mechanical Grading. plan 2nd Review, ready for corrections /issue Electrical Subcontactor.List Called Contact Person Plumbing Grant Deed Plans. picked up S.M.I. ILO.A. Approval Plans resubmitted Grading. IN HOUSE:- ''d Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees 71— Total Permit Fees AL MILLER AND SONS ROOFING CO., INC. "BETTER ROOFS FOR BETTER LIVING,, 68-760 SUMMIT DRIVE, CATHEDRAL CITY, CA 92234 PH. (760) 346-1214 FAX. (760) 321-7097 LICENSE # 336547 PROPOSAL AND CONTRACT Owner: Bob Andreaser_ Project: Andreasen Re -roof Address: PO Box 2227 Address: 53-740 Eisenhower City: Yucca Valley, CA 92285 City: La Quinta, CA Phone: Revised 12-20-07 WE PROPOSE TO FURNISH THE FOLLOWING MATERIALS AND PERFORM ALL LABOR TO ROOF THE ABOVE LOCATION. Tile Roof Scope of work: Roofing contractor will remove existing roof to plywood deck and haul away_y. A_nuyrePd,PLl lo-bP renlace'd ne_r._lmifOrm Ibnildinq r.nde will be instilled f!t nn extra charge of $50.00 per sheet. Roofing contractor will install Eaglelite standard color lightweight -roof tile over One (1 ) layer ASTM base sheet nailed to roof deck per manufacturers recommendations. Price includes unpainted edge metal, new roof jacks, three O'hagins vents/dormer vents, roof permits and taxes. Roof Price: $ 12,800.00 Note: for tile to be installed a engineers report must be done prior to installation and extra weight of roof the approved by the engineers report. x Work to start in approximately five to six weeks of receiving signed proposal Exclusions: RE -ROOFING FLAT ROOF, WOOD NAILERS, GUTTERS. Terms: Net cash on completion. ATTENTION Section 7018 of the Contractors License Law provides that starting July 1, 1966, everyone licensed by the Contractor's License Board shall give a copy of the following notice to the payor prior to receiving from the owner of the property or his agent any payment for work which a contractor's license is required NOTICE "Under the mechanics' Lien Law , any subcontractor, laborer,- supplier or other person who helps to improve your property but is not paid for there work or supplies, has a right to enforce a claim against your property. This means that, after a court hearing, your property could be sold by a court officer for the proceeds of the sale used to satisfy the indebtedness. This can happen even if you have paid your own contractor in full, if the subcontractor, laborer, or supplier remained unpaid." AJ IVlilt.?•. Roofinu Cro., irre•-greets to fli-iish its ,ezu!nr Form GIJ:AR2 ANTF,.F fnr-• 7 Years nfler Cnnlnleticn of irc-c-rid: �r.L,. Cni,l guarantee to cover defects in material and workmanship only and not to extend to damage to roofing caused by the elements, other unusual Acts of God and shall not cover any liability for damage to interiors fixtures, decorations, walls, contents of building or other parts of stricture riot to damage of faulty construction. It is also understood and agreed that the above guarantee shall be made and remain only when and if payment is made as agreed in this contract. Al Miller & Sons is not responsible for TV antennas . We are fully covered by Workmen's compensation and public liability insurance. Carriers' names and policy numbers are available on request. Any alterations or deviations from the above specifications involving extra cost of material or labor will only be executed upon written orders for same, and will become an extra charge over sum mentioned in this proposal. All agreements must be made in writing. This offer is valid for one week from the date of estimate and is based on free access to building for direct loading from our truck. Prices are based on current cost of material and labor, increases or decreases will be reflected at time of signing of contract. Al Miller & Sons is not responsible for any damage to sidewalks, curbs or driveways. If there is any conflict between this proposal, and any other contract or specification relating to the above referenced project, the terms of this proposal shall prevail. Respectfully submitted, -/� AL MILLER &SONS ROOFING., INC. Accepted:,, ,�. r. By: Peter Turvey, Estimator Date: �+ {� '��c�o-r / Date: 12/20/07 Alcu I�7�t" ar P.O. Bax 473 • Thousand Palms, CA 42276 -fib Architects Phone (76o) 343-oo48 fax (76o) 343-3637 Ci*•: of T�» r?uirita February 7, 2008 Department.of Building- and Safety !land frr Ppsmit ROOFINGREPORT 53-740 EISEIMOMWk La Quanta, CA a Registered Awtitect,. Lice seri, to praa= in the State of CaUctrrlik I personally inspected the residence for Tile roofing. Existing roofing consists of head dock on built uaunderlay-on, W!'plywood, sheathing supported by manufactured trusses on 24" centers. The roof configuration is a Gable. Tt�e garage..aatd.re�id :rx 3S. ftwUh_a-potzion.of tht entre/ bayingastucco lid. The existing roofing load weighs approximately 5:7 psf. Installed weight of the file is fractioanalLy les& at_5..5. ps£. The residence may be roofed with file not to exceed 5.5psf, installed per ESR -1900 and Eagle Tile specifications. TU. roafw& wilt carry y with the current Cade requirement of "Basic Life ,Safety Criteria, not Specific Property Protection or Preventive Building Damage. This Report assumes the structure and any alterations have been permitted and constructed to industry • • �ixudarus.$c�:nu�eriftrtt�ca`u�f�tiaw�rtigrctiist�ur�+fig'tsc�a�ur��alved�P��tiotcnbseYvs�irtttC�ruuf structure or supporting members during field installation shall be brought to the immediate attention of this krchibect-forreview; on-anxd rommmendatiom Robert S. Alcumbrac, Architect C 103 81 Attached: Tile Spec. ESR -1900. " Robert S. �0 Alcumbrac !o. C-10381 ZEN. 8/31/09 n r ESR -1990 �� E P OR T Issued November 1, 2007 This report is subject to re-examination in one year.. ICC Evaluation Service, Inc. ofte a 5M Woftw 11 1 Road Whwr, Catifwm W3M c (5s2) ffisas43 VlfWW.ICC-drS.Ori1 �� oOffice • 900 Moral& Road, SUiteA, Bir rilrigha599-M, Alabama 35213 ■ (205) 599 - Regional Of= ■ 4051 West F.bmmoor Road, Country Club hQ% Minas 6D478 ■ (708) 799-2305 DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07320—ROOF TILES REPORT HOLDER: EAGLE ROOFING PRODUCTS 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 . www.eagieroofina.com EVALUATION SUBJECT: EAGLE® AND EAGLELfW INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, BEL AIR ESTATE, BEL AIR DOUBLE EAGLE, PONDEROSA, PONDEROSA ESTATE, PONDEROSA DOUBLE EAGLE AND PONDEROSA GOLDEN EAGLE 1.0 EVALUATION SCOPE Compliance with the following codes: > ! -.20,00 International Bu#ding. Code' (IBC) ■. 2006 International Residential Code® (IRC) ■ Legacy Codes (see Section 8.0) Properties evaluated: ■ Fire classification ■ Weather resistance ri Wind -uplift resistance . 2.0 USES The Eagle® and Eaglelite® concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with the exception stated in IBC Section 1505.2 and IRC Section R902.1. 3.0 DESCRIPTION 3.1 Eagle® Tiles: These roof tiles are interlocking extruded concrete roof tiles composed of Type II "and cement, washed sand, and proprietary additives and comply with ASTM C 1942. Mineral coloring oxides are mixed with the portland cement and water forthrough�olororfor surface application following extrusion. All roof tiles are cured to reach required strength before shipment. Tiles are manufactured with 3/4 -inch -wide (19 mm) interlocking sidelaps designed to resist surface water penetration and maintain proper alignment. All tiles have protruding head lugs on the underside, which provide for mechanical attachment over battens, or provide a stable foundation for nail attachment to solid decking. Two nail holes are provided In each tile, except that three nail holes are provided in each tile for the Malibu and Capistrano tiles produced at the Florida plant. Ridge and rake trim units, as illustrated in Figure 1, are produced to match each product. Product designations, dimensions and installed dry weights are indicated in Table 1. Root tile profiles are illustrated in Figure 1. 3.2 Eaglelite Tiles: Eaglelite® tiles are produced in the same size, manner and shapes as the conventional -weight Eagle® tiles described in Section 3. 1, except for substitution of lightweight aggregates and additivesfor sand. Productdesignations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. 4.0 INSTALLATION 4.1 General: Installation of the Eagle' and Eaglelite® concrete roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated July 2006, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRIIWSRCA installation manual), and recognized in ICC -ES ESR -2015P, except as otherwise noted in this report. This report and the TRI/W SRCA installation manual must be available at the jobsite at all times during installation. The minimum roof slope on which the roof tiles are installed must be 21/x12 (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. All cracked and broken roof tiles must be replaced. Underlayment must comply with and be installed in accordance with IBC Section 1507.3.3 or IRC Section 8905.3.3, as applicable. 4.2 Adhesive Set Systems: The 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 Fire Classification: When installed in accordance with this report, -the Eagle and Eaglelite concrete roof tiles are Class A roof coverings in accordance with the exception stated in IBC Section 1505.2 and IRC Section R902.1. 4.4 Wind Resistance: The tiles are limited to the following locations: 4.4.1 IBC: For applications beyond the prescriptive parameters specified in IBC Table 1507.3.7, the tiles and the fastening systems must be designed to withstand the RWORM- are not to be cortrtrued as representing aesdietics or any other attributes not specff=4 addressed, icor are they to be eotutrued at an 'endorsemero of the subject of the report ora recommendation jar its use There is no %urranty by ICC Evaluation Service. Inc -'sprees or implied, as to any finding or other matter in thin report, or as to airy p odun covered by the report. wi�atramrum Copyright 0 2007 Page t of 8 Page 2 of 8 aerodynamic wind uplift moment. The required aerodynamic upfft moment must be' de6l Wined in adcordance with fiat: Section 1609.5.3, or may be determined from Table 2, 3 or 4, for each respective tile profile. The maximum allowable aerodynamic uplift moment must be determined in accordance with Table 5. The roof tiles must be mechanically fastened such that the allowable aerodynamic uplift moment for the roof tiletfastenerldeck combination, noted in Table 5, exceeds the required aerodynamic uplift moment determined in accordance with IBC Section 1609.5.3 or Table 2, 3 or 4, for each respective tile profile. The fastening requirement determined from the use of Table 5 applies over the entire roof. 4A.2 IRC: For applications beyond the proscriptive parameters specified in IRC Section R905.3.7, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment. The required aerodynamic uplift moment must be determined in accordance with Table 2, 3 or 4, for .each respective file profile. The maximum allowable aerodynamic uplift moment must be determined in accordance with Table 5. The roof tiles must be mechanically fastened such that the allowable aerodynamic uplift moment for the .roof tletfastenerldeck combination, noted in Table 5, exceeds the required aerodynamic uplift moment determined by Table 2, 3 or 4, for each respective the profile. The fastening requirement determined from the use of Table '5 applies over the entire roof. 4.5 Reroofing: Eagle° and Eaglelite® tiles may be installed over existing asphalt shingles, provided the requirements set forth in IBC Section 1510 or IRC Section R907, as applicable, are met. Damaged or rusted flashing must be replaced. Existing framing must be adequate for the additional load. Structural data verifying adequacy must be submitted to .the .code official. The existing roof must be inspected in accordance with the requirements of the applicable code. The roof classification is as noted in Section 4.3. When reroofing wood shake roofs, existing shakes must be removed and solid decking and file must be installed, as with new construction. When installation is over existing spaced sheathing boards, underlayment complying with the requirements of the applicable code or an underiayment recognized specifically for this type of use in an ICC -ES evaluation report, installed with or without battens, may be used. One layer of No. 30 felt or approved equivalent underlayment must.be installed on the roof priorto application of tile. Details not covered under this section are identical to those described in Section 4.1. 5.0 CONDITIONS OF USE The Eagle® and Eaglelite® 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 TRUWSRCA installation manual. In case of a conflict between the installation manual and this report, this report governs. 5.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. ESR -1900 5.3 The dies are limited to installation on roofs with a slope of'60 degrees orless trom horizontal. 5A Mechanics! fastening requirements in Table 5 are applicable for areas where this report indicates that the fastening is adequate to resist wind loads as noted in Sections 4.4.1 and 4.4.2. This report evaluates the uplift resistance of the the system only. Other items, such as batten design, batten fastening, sheathing design (other than the minimum thickness required forfastening of the roof tile), fastening of the sheathing to the stricture, etc., are outside the scope of this report and must be required to resist the forces prescribed by the applicable code. 6.0 EVIDENCE SUBMITTED Data in accordance with the IMES Acceptance Criteria for Clay and Concrete Roof Tiles (ACI 80), dated October 2005 (editorially revised January 2007). 7.0 IDENTIFICATION Each Eagle field tile is imprinted with the EAGLE logo (see Figure 2). Tiles produced at the Sumterville, Florida, plant have the EAGLE logo and "FLORIDA" (see Figure 3) imprinted on each field tile. Each Eaglelite file is identified by the product name "Eaglelite" on a tag and a light-colored strip across the headlap area. Each shipping pallet must have a label bearing the Eagle Roofing Products name; the the designation; manufacturing location and address; color, quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR -1900). 8.0 LEGACY CODES The products in this report were evaluated for compliance with the requirements of the 1997 Unifcrm Building Code m (UBC). 8.1 Uses: The Eagle® and EagelitO concrete roof tiles installed over solid or spaced sheathing are noncombustible roof coverings in accordance with Section 1504.2 of the USC. 8.2 Description: See Section 3.0. 8.3 Installation: For new construction, see Section 4.0, except that for wind resistance, the installation must be justified as equivalent to that specified in UBC Tables' 15-D-1 and 15-D-2. For reroofing, the existing roof must be inspected in accordance with UBC Appendix Chapter 15, Section 1515, and installed in accordance with USCAppendix Chapter 15, Section 151T, and Section 4.5 of this report. 8.4 Conditions of Use: See Section 5.0. 8.5 Evidence Submitted: See Section 6.0. 8.6' Identification: See Section 7.0.