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05-5453 (SFD)P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO Tat FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDISALT QE ARTMENT INSPECTIONS (760) 777-7153 r BPC=I IPM PB IT j� _ _ 0 0p - Date: 12/15/05 [7 0 Application Number: 5-00005453 �V Owner: Property Address: 81331 ULRICH DR to Z SHEA LA QUINTA APN: 764-270-999-53 -300234- Q U C/O JEFF MCQUEEN Application description:. DWELLING - SINGLE FAMILY DETACHED LL 8800 N GAINEY CENTER 350 Property Zoning: MEDIUM HIGH DENSITY RES v SCOTTSDALE, AZ 85258 Application valuation: 239845 Contractor: Applicant: rchitect or Engineer: SHEA HOMES, INC. p^ S t^ /' o�S 81260 AVENUE 62 i� l� LA QUINTA, CA 92253 (760)777=6005 I LiC. NO.: 672285 -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury at I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busin s and Professionals Code, and my License is in full force and effect. License_ C ss: Bel IL ense No.: 672285 /Date, ractor: 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).: (_) 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 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.). 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: pip �(%� LQPERMIT –----------------- 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 AMERICAN HOME Policy Number 1247619 _ I certify that, in the performance of the wor for which this permit is issued, I shall not employ any person in any manner so as to become s ject to the workers' compensation laws of California, and.agree that, if I staulcome subje to the workers' compensation provisions of Section fiA _ 37* of the Labor ,. all fort comply with those provisions. 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 1$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 stLed tha a above information is correct. I agree to comply with all city and county ordinances and state laws relato b onstructio and hereby authorize representatives of ttLisis ty to en r upon the above-mentiopr o inspectio urposes. Fr6re (Applicant or At • Application Number . . . . . 05-00005453 ------ Structure Information SFD PLAN 6420B W/CASITA, MBR&NOOKBOX BAY ----- Construction Type . . . . TYPE V - NON RATED Occupancy Type . . . . . DWELLG/LODGING/LONG <=10 Other struct info . . . . . CODE EDITION 2001 # BEDROOMS 3.00 FIRE SPRINKLERS NO GARAGE SQ FTG 615.00 PATIO SQ FTG 323.00 NUMBER OF UNITS 1.00 -------------------------- 1ST FLOOR SQUARE FOOTAGE ------------------------------------- 2781.00 ------------- Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1129:50 Plan Check Fee 734.18 Issue Date . . . . Valuation 23984.5 Expiration Date 6/13/06 Qty Unit Charge Per Extension BASE FEE 639.50 140.00 3.5000 -----=---------------------------------------------------------------------- THOU BLDG 100,001-500,000 490.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 83.50 Plan Check Fee 20.88 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 2.00 9.0000 EA MECH B/C <=3HP/1OOK BTU 18.00 4.00 6.5000 EA MECH VENT FAN 26.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit ELEC-NEW RESIDENTIAL Additional desc . Permit Fee 124.64 Plan Check Fee 31.16 Issue Date Valuation . . . . 0 Expiration Date 6/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 2781.00 .0350 ELEC NEW RES - 1 OR 2.FAMILY 97.34 615.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 12.30 LQPERA11T Application Number 05-00005453 --------------------------------------------------==------------------------ Permit .' . . . PLUMBING Additional desc . Permit Fee . . . . 177.00 Plan Check -Fee 44.25 Issue Date Valuation . . . . 0 Expiration Date . 6/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 18.00 6.0000'EA PLB FIXTURE 108.00 .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 - Plan 6420A Lot 53 w/casita (255 sqft), Box Bay@ MBR (26 sqft) & Bay Q Nook(23 sqft), 2781 S.F. Permit does not include block wall, pool or driveway approach. ----------------------------------------------------------------------------- Other Fees . . . . . ART IN PUBLIC PLACES -RES- 99.61 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 73.42 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 STRONG MOTION (SMI) - RES 23.98 DIF STREET•MAINT FAC -RES 67:00 DIF TRANSPORTATION - RES 1666.00 Fee summary Charged Paid Credited Due LQPERMIT Application Number Permit Fee Total Plan Check Total Other Fee Total Grand Total_ LQPERMIT . . . . 05-00005453 1529.64 .00 830.47 .00 3893.01 .00 6253.12 .00 .00 1529.64 .00 830.47 .00 3893.01 .00 6253.12 *SPEC JCM Inspections 39725 Garand Lane Suite F PalmDesert, CA 92211 I N TION S a . Phone: 760-345-5554 - Fax: 760-772-3895 I N S P E C T I O N S',;; COMPRESSION STRENGTH TEST RESULTS Client: Shea La Quinta, LLC Date: 5/24/06 Project: Trilogy @ La Quinta - Shea Homes Project No: 02-1109 60-800 Trilogy Parkway La Quinta, CA 92253 Set ID Structure Age of Test Compression Strength JCM ID Location Date Cast Cylinder ID (days) (psi) Set A Phase 13C - Lot # 4053 Slab on Grade 2-9-06 Concrete 273-670 Casita - - Required psi: 4000 ~��- 2702 7 3030 2703 28 4570 2704 28 454 CERTIFIED: C, a nspections supplies the service of compression strength test results only. Per ASTMC39 Page 1 of 11 - JCM Inspections am:, 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): Supplier: Superior Time Sampled: (� +SG r+^� Mix Design: D83625P Time in Mixer (min.): �!"'� Specified Strength (PSI): 4000 Water Added @ Jobsite (gals.): i7 Addmixture: POZZ 322N Concrete Temperature (F): Truck #: ���Ticket#: Ambient Air Temperature (F): Field ID Marking: Set A - 4 cylinders Weather: Unresolved Items: None ❑ See Below Location of Sample: 7s, G� M Gr r n �Q. ^ CIO S*�c� ❑ No Samples Taken Description of Work Inspected: Phase 13 C Lot# qc)a Product 3 Plan CD o'0 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 rebarplacedas per these and as noted on � E,a N � n k,'1dlnl 111t, (Al r + 6 �'\ nk \A (details ct* Also, typical details 2, 3/SD-1 and Notes on SNA 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. 1) The placement of concrete for areas noted above except Garage Interior Footing and Slab on Grade. Total cubic yards placed: approx 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. ^ 10 -C> G 1) The placement of concrete for Garage Interior Footings and Slab on Grade Total cubic yards placed: approx , 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 Millin ICC Certification �-6:,0842216-80 C.,?_�_ Contractor's Representative:,' t. ..� �.1', Copy 1 JCM Inspections �- Copy 2 Project Superintendent Copy 3 Governing Agency ( Page / of JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date:_ 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 Jack Machine Calibration: Received Sheet from Sun Coast -Gage Pressure in psi to Machine Load in kips Unresolved Ite s: 5300 psi to 33.04 kips/33,000 lbs None ❑ See Below Calibration Date: Machine # *n % 1.- t_7,. -p( -o Phase L_ -J C Lot# t4 D _C;_?i Product3 Plan ( y,;I,0 ti," $ j , U, i 16C , Description of Work Inspected: Actual Elongation (in) Specified Complies within 7% +/- of specified elongation. Lot # Location Tendons Elongation (in) Reference 11 h/SN2. 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 o: 0842216-89 O ntractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page /of Yes No 1:9'^ ❑ '- pm r- IX ! Ca- ❑ Com- ❑ �. Jnr , �. ❑-' El ,�\}. TAA r I 3 3� ©� ❑ X5. X-1 r ❑ ❑ n ®� ❑ r-1 _ 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 o: 0842216-89 O ntractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page /of Eg� El 1:9'^ ❑ 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 o: 0842216-89 O ntractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page /of ,.2006 13:41 BCI*TESTING,ri1 000-000-00000 Page 2 ¢ CF -4R CERTIFICATE OF FIELD VERIFICATION DIAGNOSTIC TESTING (� of Iff May, 24 2006 This CF -4R Issued by CalCERTS® is for the home located at: r71 Taeted 81331 Ulrich Drive La Quinta CA, 92253 Certificate Number: CC3-1798363691 Approved M Put Of SmPleup Date Inspected: Ca10ERTS Rater: HERS Analyst: Builder/ Developer: Project: Phase: Plan Name: Lot Number: May, 22 2006 William Henson CC2004076 Chinh Nguyen Shea Homes, Inc. Trilogy 2005 Standards 13C �n 6420 Cas'ita 053 Specifics about this home: General Information Conditioned Floor Area: 2471 Square Feet Conditioned Volume: 24770 Cubic Feet Front Orientation: Cardinal Number of Stories: 1 Heating and Cooling Systems Heating Equipment: Furnace: 0.8 Cooling Equipment: ACSplit: 13.0 Heating Equipment: Furnace: 0.8 Cooling Equipment: A/C: 13 Heating Equipment: Furnace: 0.68 Cooling Equipment; A/C: 13 HVAC Air Distribution Duct Location: Attic Duct Leakage Target: 0 Duct Insulation R -Value: 6.0 Air Infiltration Blower Door Target: U Water Heatino S stein Proposed TY Size Fuel EF Distribution 1 50 Gas 0.62 Standard SCI Te"11- M119 77-764 Count z (fab Dem. 0aifoo I Palm Deeert,. CA. -A211 Signature Testino & Verification Results Main System HVAC System Duct Sealing Passe Installation of Thermostatic I Expansion Valve 1XV passed Hioh Energy Efficiency Ratio EER Passed New System HVAC System Duct Sealing Passed Installation of Thermostatic I Expansion Valve TXV Passed High Energy Efficiency Ratio EER Passed New System HVAC System Duct Sealin Passed Installation of Thermostatic I Expansion Valve TXV passed High Energy Efficiency Ratio EER Passed Water Heating System Actual TY Site Fuel I EF Distribution 1 50 Gas 0.6"2. Standard 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 behavior. This Rating Completion Summary is provided only after the features listed have been verified and approved by the CaICERTS Certified Rater shown above. If you have a concern or complaint regarding this report of the SeiviCe5 used in obtaining it, you may contact: CaICERTS Customer Service 11 Natoma St Suite 140, Folsom, CA 95630. 06/08/2006 09:33 17603471841 PARGON SCHMID PAGE 05 INSULATION CERTIFICATE This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 24, State of California, in the building at 81-331 ULRICH DR., LOT 4053, 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 SCHMID BUILDING PRODUCTS A MASCO Company LICENSE # 221517 BY: TITLE: ACCOUNT REPRESENTIVE DATE: d.6 �.3 BORM STRUCTURAL ENGINEERS STRUCTURAL JOB SITE OBSERVATION FINDINGS Project Name: .0 G —rA . Project #: 41 s v Observer: �C 2_ Al t.> LotBtdg. # --6 Plan Type: Elevation;. Foundadon�l�FloorFramin-' oofFramiHR- /,Alt. Foundation / Alt. Framinz /Foundation Option /Framing Option A. Provide AB per detailper plan. Provide nut & washer tightened connection @ sill plate connection to foundation. C. HD and HD anchorage to foundation have not been installed as indicated on foundation plans. Refer to repair procedures from BAI. D. Provide concrete patching or repair procedures at damaged concrete for completion of slab or foundation application per plans. E. Framing 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 H1 connector at roof level) with spacing per plan. Unable to see, contactor to verify. 1 L. Provide blocking and/or straps per details. 18/SD3 or 19/SD3. 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. v P. Provide minimum 3X per shear wall schedule. Provide connection or shear transfer per detail per plan. 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. '%,� Provide shear material (at ceiling lid) per plan as construction sequence allows. U. Install diagonal brace to top plate per plan detail 2/SD3 & 14/SD3. V. Provide bracing blocks with boundary nailing at the floor sheathing at 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 Y. Provide full depth blocking with boundary nailing per detail at drag line. Z. Provide edge nailing at post with holdown, 1. Field Superintendent (third copy): Framing Foreman (second cop ,)_ Field Engineer (first copy): �.4 at the edge of shear wall. Date: Time: Date- Time: Date: 3 Time: PAGE OF