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SFD (05-5455)61170 Living Stone Dr 05-5455 BUILDING & SA 05-00005455 611707 -LIVING STONE DR 764-270-999-51 -300234- DWELLING - SINGLE FAMILY DETACHED MEDIUM HIGH DENSITY RES 202829 . 4rchitector EngineCC>er: G tr C N oO Chi U W. O --------------------------------------- - - - - -- - 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. LicenA s: B //\\ License No.: 672285 /Dafe1 V tractor. �— 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 1$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.am exempt under Sec. , B.&P.C. for this reason, " Date: Owner: CONSTRUCTION LENDING.AGENCY- 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 )EPARTMENT RMIT C Owner: it SHEA LA QUINTA J C/O JEFF MCQUEEN a 8800 N GAINEY CENTER 350 ®� SCOTTSDALE, AZ -8S258 U. Contractor:. SHEA HOMES, INC. 81260 AVENUE 62 LA QUINTA„ CA 92253 (760)777-6005. Lic. No.: 672285 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/15/05 ------------------ 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. N 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 AMERICAN HOME Policy Number 1247619 _ 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 Abiject to -the workers' compensation laws of California, an agree that, if I should e�;ome subs V to the workers' compensation provisions of Section y��3 Oof the Labor I sh II forthw com ly with those provisions. / ` C r ate: A licant` 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 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 isnot pommenced .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 t a the above info, tion is correct. I agree to comply with all city and county ordinances and st aws relat b itdin9 const, ion, and hereby authorize representatives /of1l t isA�gnature on above -menti ed pr p y for i o oses. ' D•�te: (Applicant or e I i. ,,tc�► . Application Number . . . . . 05-00005455 Structure Information Construction Type .. TYPE V - NON RATED Occupancy Type DWELLG/LODGING/CONG,<=10 •Flood Zone . . . . NON-AO FLOOD ZONE - Other struct info CODE EDITION 2001 CBC FIRE SPRINKLERS NO GARAGE SQ FTG 478.00 PATIO SQ FTG 178.00" NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 23.65.00 t - Permit . . . BUILDING PERMIT Additional desc Permit 'Fee 1000.00 Plan Check Fee 650.00 - Issue Date. Valuation . . . . 202829 Expiration Date 6/13/06 Qty Unit.Charge Per Extension BASE..FEE 639.50 10.3.00 3.5000 THOU, BLDG-100,001-500,000 360.50 Permit MECHANICAL Additional desc . Permit Fee 68.00 P1an.Check Fee".. 17.00 Issue Date . . Valuation . . . . 0 Expiration Date .. 6/13/06 Qty Unit Charge Per. Extension BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 6.5000 EA MECH VENT,FAN 19.50 1.00 6.5000 EA MECH EXHAUST. HOOD 6.50 Permit 'ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . 107.34 Plan Check Fee 26.84 " Issue Date Valuation . . . 0 Expiration Date 6/13/06 Qty Unit Charge Per - Extension ` BASE FEE .15.00 ' 2365.00 .0350 •ELEC NEW RES - 1 OR 2. FAMILY 82..78 478.00 .0200 ELEC, GARAGE OR NON-RESIDENTIAL 9.56 . LQPERMIT .. _ . W Application Number, . . . 05-00005455 Permit PLUMBING Additional desc . Permit Fee . . . . 141.00 Plan Check Fee 35.25 Issue Date, Valuation 0 Expiratiori.Date 6/13/06 Qty Unit Charge Per Extension" BASE FEE 15.•00 12.00 .6.0000 EA PLB FIXTURE '72:00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 '1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 ." 1.00. 3-.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 6.00 .7500 EA PLB GAS PIPE >=5 4:50 1.00 15.0000 EA PLB GAS METER 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee 15.00 Plan Check Fee .00 Issue Date . . Valuation 0 . Expiration Date 6/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments SFD - LOT 51, PLAN 5515A/191 SF. EXERCISE•ROOM/ 26 SF BOX BAYS Q BOTH MBR & NOOK. PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL, SPA OR DRIVEWAY-APPROACH ---------------------------------------------------------------------------- Other Fees . . ". . . ART IN PUBLIC PLACES-RES 20.00 DIF COMMUNITY CENTERS-RES .74.00 •DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 65.00 DIF FIRE PROTECTION-RES 140.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC -'RES 22:00 DIF PARKS/REC - RES 892.00 . DIF STREET MAINT FAC-RES 67.00 DIF TRANSPORTATION -"RES 1666.00 Fee summary Charged Paid Credited Due LQPERMIT Application Number . . . . 05 -000.05455 - Permit Fee Total' 1331.34 .00' .00 .1331.34 Plan Check.Total 729.09 .00 .00 729.09 Other Fee Total 3781.00 .00 .00, 3781.00 Grand Total 5841.43 .00 .00 5841.43 LQPERMIT. �- JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 _ INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS REINFORCED CONCRETE INSPECTION REPORT Dates: Noted Below Project Name: Project No: Trilogy @ La Quinta - Shea Homes 02-1109 Project Address: City: 81-260 Avenue 62 La Quinta, CA ❑✓ IBC ❑ Title 24 Other: Client: Sub -Contractor: Shea La Quinta, LLC DCCCC General Contractor: Architect: Structural Engineer: Shea Homes for Active Adults Bassenian Lagoni Borm & Associates, Inc./ Suncoast Post Tensi Slump (inches): Cl— �c�/ Supplier: Superior Time Sampled: g'. S`Q Mix Design: D83625P Time in Mixer (min.): y Specified Strength (PSI): 4000 Water Added @ Jobsite (gals.): n Addmixture: POZZ 322N t Concrete Temperature (F): Truck #: hia Ticket #: �s , Ambient Air Temperature (F): L` Field ID Marking: Set A - 4 cylinders Weather: Unresolved Items: � None ❑ See Below Location of Sample: c. b ,.� G r n Am — �) o 0 tC ❑ No Samples Taken Description of Work Inspected: Phase Lot# 0 5 ( Product Plan S -!g % rJ" /3 41 1 1) Received mill certifications for rebar and tendons placed. 2) Typical exterior Footings including Garage Footings/Door (11,12,13/SD-1), Tie Beams (20/SD-1), Typical Interior Footings/Rib including step (15,18/SD-1), Seven Strand Tendons (4,10,12,13,16/SD-1), Simpson Strong Walls (24/SD-1), Anchor Bolts and Holdowns (6,7,8/SD-1), Pad Footings and additional rebar placed as per these details and as noted. onRa 0 t ',f, Pre i OO £r 6 Q .. Also, typical details 2, 3/SD-1 and Notes on SN -1 apply. Checked rebar for grade, size, placement, coverage and splices. Rebar and tendons were securely tied and supported off the earth. Accepted for concrete placement. O 1) The placement of concrete for areas noted above except Garage Interior Footing and Slab on Grade. Total cubic yards placed: approx J 01 A mechanical vibrator was used to consolidate the concrete. Approved #4 rebar slab dowels were placed @ 18" o.c. ' 2) Molded 4 cylinders for compression tests with breaks at 7 days (1), 28 days (2) and one for holding purposes. - I L4 1) The placement of concrete for Garage Interior Footings and Slab on Grade Total cubic yards placed: approx 3 Verified correct mix design. I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICC Certification No 0842216-80 n l It C.. ' Contractor's RepresentativI ` � � t \ �.�-- Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page —1 of 1 J,CMiInspections 39725'Garand Lane Suite F k_ Palm Desert, CA 92211 _ I N S P E C T I O N S Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date'1_c(� s Project Name: Project No: Trilogy @ La Quinta - Shea Homes 02-1109 Project Address: City: IBC 81-260 Avenue 62 La Quinta, CA Title 24 Client: Sub -Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes for Active Adults Bassenian Lagoni Borm & Associates, Inc./ Suncoast Post Tensi Weather: Size and Type of Tendons: 1/2" Diameter Seven Strand Stress -Relieved Tendons U Y1 n Unresolved -I s: Jack Machine Calibration: Received Sheet from Sun Coast -Gage Pressure in psi to Machine Load in kips None psi to 33.04 kips/33,000 lbs ❑ See Below Calibration Date: Machine lv, Y'J6 Phase Lot# Product Plan I U �s SS IS 1� C 11"7 0 Description of Work Inspected: Actual Elongation (in) Specified Complies within 7% +/- of specified elongation. Lot # Location Tendons Elongation (in) Reference 11 h/SN2. n Yeesf� No or \ ❑ rnnn --IC enC� S E� ❑ E�F ❑ .... El ` 21 El ol— � n . ..n .. � .-. C n n o.� , s ❑ �uj� El r v� RVn��,,.R� M o-- El.a rsT n.t n W� r, W\Y�� �nuN--Ref7 r 1 �4 1 ©� ❑ rN F r \ ®/ ❑ nn 1-2s 19 El I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Ja k C. Millin ICC Certification6: 0842216-89 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 1 o)j 'MAY -24,2006 13:41 ,BCI*TESTING,ri1 000-000-00000 Page 3 - CF -4R CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING May, 24 2006 This CF -4111 Issued by CalCERTS9 is for the home located at: 61170 Living Stone Drive Passed Installation of Thermostatic I Expansion Valve TXV La Quinta CA, 9225.3 Certificate Number: CC3-179836.3689 KU / Date Inspected: May, 22.. 2006 CaICERTS Rater: William Henson CC2004076 ` HERS Analyst: Chinh Nguyen 15 Builder/Developer: Shea Homes, Inc. Project: Trilogy 2005 Standards Phase: 13C Plan Name: 5515 STD Lot Number: 051. Specifics about this home: General information , Conditioned Floor Area: 2311 Square Feet Conditioned Volume: 23110 Cubic Feet Testing & Verification Results Front Orientation: Cardinal Number of Stories: 1 i Heating and Cooling Systems Heating Equipment: Furnace: 0.8 Cooling Equipment: ACSplit: 13.0 HVAC Air Distribution Main System HVAC System Duct Sealing Passed Installation of Thermostatic I Expansion Valve TXV passed High Fnergy Efficient Ratio EER Passed Duct Location: Attic M Tested Duct Leakage Target: 0 Duct Insulation R -Value: 6.0 El Approved Ae Part Of Sample Group Airintiltration BCI Testing Blower Door Target: 0 Water Heating System Proposed TY Size Fuel EF Distribution 1 50 Gas 0.62 Standard Water Heating System Actual ' TY Size Fuel EF Distribution 1 50 Gas 0.62 Standard 77-780 Country Club Drive Suite I Palm Desert, CA. 92211 760 -77?. -2f! ,A 5 ZL Ce ityrnt, 1-:;natt6a Date The energy efficiency rating of this home is determined using California Home Energy Rating System (C -HERS) rules. The rating considers heating, cooling and water heating and assumes average weather, thermostat settings, and quantities of hot water for a typical household. Actual energy use will vary according to occupant behavlor. This Rating Completion Summary is provided only after.the features fisted have been verified and approved by the CaICERTS Certified Rater shown above. if you have a concern or complaint regarding this report of the services used in obtaining it, you may contact: CalCERTS - Customer Service 11 Natoma St Suite 1.40, Folsom, CA 95630. y 06/08/2006` 09:33 17603471841 PARGON SCHMID PAGE 07 k, INSULATION CERTIFICATE This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Tide 24, State of California, in the building at 61-170 LIVING STONE DR., LOT 4051, PHASE 13C, LA QUINTA, CA CEILINGS' TYPE: BLOW MANUFACTURER: Cocoon THICKNESS: R-38 WALLS: ' TYPE: BATTS MAUNFACTURER: Borate THICKNESS: W-13 GENERAL CONTRACTOR: SHEA HOMES LICENSE # BY: TITLE: PARAGON CHMID BUILDING PRODUCTS A MASCO Company LICENSE # 221517 BY: TITLE: ACCOUNT REPRESENTIVE - DATE- y y • A / r • a , BOR.M STRUCTURAL ENGINEERS STRUCTURAL:°JOB'SITE OBSERVATION FINDINGS Project Name: l%L'y1,.o G �s9 o� N Project #: n Observer:2:..4 /moi Vii✓ LotBldg._#Plan Type:: Elevation: ouii atlon , loo ram ng Roof Framing AIG Foundation / Alt Framing /Foundation Option %Framing Option Foundation —, ----- ..._ /z Provide AB per detail ner plan. Provide nut & washer tightened connection @ sill plate connection to foundation. HD and HD anchorage to foundation have not been installed as indicated on foundation plans. Refer to repair procedures from BAL D. Provide concrete patching or repair procedures at damaged concrete for completion of slab or foundation application per plans. E. F' ming F Provide shim, post or.solid blocking for bearing condition @ framing member. G. Provide sole plate connection to framing below as called for in shear wall schedule. H Provide beam, floor joist, roof truss or header as indicated on plans. I. Provide (verify, complete) nailing and length of strap as indicated on plan. J. Provide A-35 connection (or Hl connector at roof level) with spacing per plan. K Unable to see, contactor to verify. L. Provide blockingand/or straps per details,18/SD3 or 1,9/8D3: /Provide top, plate splice at breaks in uppermost top plate with nails or strap per detail per plan. N.. . O. Provide additional studs at trusses per detail and/or, verify the stud grade. P. Provide minimum 3X per shear wall schedule. Provide connection or shear transfer per detail per. plan. R Provide (verify, nail) connector hardware/hanger. S. Provide completion of nailing of shear material to framing at boundaries,and at adjacent panel edges as called for in shear wall schedule. T. Provide shear material (at ceiling'lid) per plan as construction sequence allows. Install diagonal brace to top plate per plan detail 2/SD3 & 14/SD3. V. Provide bracing blocks with. boundary nailing at the floor sheathing of 48" o.c. for parallel framed floor joists per detail 2/SD4. W. Provide blocked diaphram per plan. X. Provide truss hangers, at truss to girder truss or at beam to truss connection as per manufacturer's specifications. Provide full depth blocking with boundary nailing per detailat drag line. Z. Provide edge nailing at post with holdown, strapdownor at the edge of shear. wall.' 1 i� Field Superintendent (third copy): Date: / Time: Framing Foreman (second copy): Date: Time: Field Engineer (first copDate:' Time: PAGE OF