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05-1785 (BLCK)1111111111111111 40 P.O. BOX 1504 IE c&ht 4 �VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/11/05 Application Number: 05-00001785 Owner: Property Address: 81223 AGAVE CT SHEA LA QUINTA APN: 764-270-999-35 -300234- C/O JEFF MCQUEEN Application description: WALL/FENCEII 8800 N GAINEY CENTER 350 Property Zoning: MEDIUM HIGH DENSITY RES D �r'� _ _ !SCOTTSDALE, AZ 85258 Application valuation: 6000 Contractor: Applicant: Architect or Engineer: - - _ _ SHEA HOMES, INC. 81260 AVENUE 62 �Grw7 LA QUINTA, CA 92253 (760)777 Lic. No.::672 672285 LICENSED CONTRACTOR'S DECLARATION 1 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: 13 Licen 672285 ate: "/ ontractor: 4 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$5001.: (_ 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 1, 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 _ 1 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 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. 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 NTL UNION INS Policy Number 6436568 I certify that, in the performance of the work for which this permit is issued, 1 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 370 of the Labor Codce, Iall to rthwith c mply with those provisions. pair..0? icant: V 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 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. 1 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 autho a presentatives of this c unt to e�tnter upon the above-mentioned property for inspec ' n purposes. 85te: 4 ' ature (Applicant or Agent): 40 Application Number . . . . . 05-00001785 Permit WALL/FENCE PERMIT Additional desc . . Permit Fee . . . . 81.00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 6000 Expiration Date 11/07/05 Qty Unit Charge Per Extension BASE FEE 45.00 4.00 9.0000 THOU BLDG ---------------------------------------------------------------------------- 2,001-25,000 36.00 Special Notes and Comments 240 L.F. 6' GARDEN WALL,ORCO SYSTEM Fee summary Charged ----------------- Paid Credited Due -------------------- Permit Fee Total 81.00 ---------- .00 ---------- .00 81.00 Plan Check Total .00 .00 .00 .00 Grand Total 81.00 .00 .00 81.00 LQPERMIT I IIIIIIIIIIIIIIIIIIIIIIIII 41 JCM Inspections IE 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS COMPRESSION STRENGTH TEST RESULTS Client: Shea La Quinta, LLC Date: 11/28/05 Project: Trilogy @ La Quinta - Shea Homes Project No: 02-1109 81-260 Avenue 62 La Quinta, CA 92274 Set ID Structure Age of Test Compression Strength JCM ID Location Date Cast Cylinder ID (days) (psi) Set A Phase 12B - Lot # 4034 Slab on Grade 8-18-05 Concrete 273-586 Casita Required psi: 4000 4' ^2 s0 ArG *(t1003 7 3700 L n 2 Zs3 1004 28 5290 l� 1005 28 5340 CERTIFIED: Page 1 of 1 JCM Inspections supplies the service of compression strength test results only. Per ASTMC39 JCM Inspections T "I 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: Q 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 Bassenian Lagoni Borm & Assoc,lnc/Suncoast Post Tension LP Size and Type of Tendons: 1/2" Diameter Seven Strand Stress -Relieved Tendons,1 Weather: -It tnn•� 4 Jack Machine Calibration: Received Sheet from Sun Coast -Gage Pressure in psi to Machine Load in kips Unresolved Items: S Ll ro psi to 33.04 kips/33,000 lbs © None ❑ See Below Calibration Date: Machine # - -r-w q 9,-3 _ Q: Phase JA & Lot# 14 Product Plan O ,A30 ,. r%V Q__n �(a� Description of Work Inspected: Actual Elongation (in) Specified Complies within 7% +/- of specified elongation. Lot # Location Tendons Elongation (in) Reference 11 h/SN2. n3 Yees> No ILI 7 1 r4 ❑ 12, ❑ ❑ ❑ ❑ ❑ 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 Certificationo: 0842216-89 Contractor's Representative: 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 M an 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 E] 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): �-„ acz- Supplier: Superior Time Sampled: 9 Mix Design:. D83625P Time in Mixer (min.): Specified Strength (PSI): 4000 Water Added @ Jobsite (gals.): a Q Addmixture: POZZ 322N Concrete Temperature (F): A`h Truck #: —q- V Ticket #: _a � c Ambient Air Temperature (F): q Field ID Marking: SectAA - 4 cylinders Weather: Unresolved Items: ❑ None ❑ See Below Location of Sample: ❑ No Samples Taken Description of Work Inspected: PhaseLot# f3 t- Product Plan 1 i [� � xy 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 on _ ! 3 — C. i , ., U lrir t-'1 I ( (i �. � �� to � 1 4. (� IY t V�) \ � � /�,�.. (� AA •.l .P w. ,.� .,. 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. 7�^� art —Q 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. 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 C. Millin ICC Certificatio(nnNo: 842216-80 Contractor's Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent 1 Copy 3^Governing-Agency Pageof / r DEC 13,2005 10:50 BCI*TESTING,ril 000-000-00000 Page 3 Ca10ERTS Certified Rating December, 13 2005 This Compliance rating is for the home located at: 81230 Agave Court I a Quinta CA, 92253 Certificate Number: CC3-1798353466 Date Inspected: I December, 5 2005 Ca10ERTS Rater: William Henson Duct Desi n Com fiance: CC2004076 i HERS Analyst: N/A •• Builder/Developer: Shea Homes, Inc. Project: Trilogy @ La Quinta ' Phase: Phase 12B Plan Name: 4520 Lot Number: 034 Specifics about this home: General Information uildinq Envelope Conditioned Floor Area: 1650 Square Feet Conditioned Volume: U Cubic Feet Front Orientation: N/A N b ce um er o tones. 1 Hearing and Cooling Systems Heating Equipment: Furnace: 0.8 Cooling Equipment: AC; 12 HVAC Air Distribution Duct Location: Attic Duct Leakage Target: 6.0 Duct Insulation R -Value: 6 Air Infiltration Slower Door Target; 96 Water Heatino .S stem Pro osed TY I Size I Fuel I EF Distribution Water Heatin S stem Actual TY I Size f Fuel EF Distribution Testhin Results in S stem HVAC S stem Area sted Dud Leaka e: Yes- Passedsted TXV: l Yes- Passedsted Duct Desi n Com fiance: N Asted Duct in Conditioned S ace: N/A Tested Reduced Duct Surface Area: N/A Tested Infiltration Reduction Credit: N/A Surface Area Pro used Actual R Value U Factor R Value U Factor Windows OTESTED PAGE .i OF :r =APPROVED AS PART OF SAMPLE GROUP FIRM: �iC.l i ES T ilV.:, ADORES 7"1.760 COUNTRY CLUB DRIVE. SUITE I PALM DESSERT, Ca 92211 PHONE: 760.772.2966 CE NO SIGNATURE /DATE The energy efficiency rating of this home is determined using California Home FnPrgy Rating Systnrn (C -HERS) Pules. The rating considers heating, cooling and water heating and assumes average weather, thermostat settings, and quantities of hot water for u typical household. Actual energy uSe will vary acr:ording to Occupant behavior, This Rating Completion Surnmary is provided only after the features listed have been verified and approved by the CaICFRTS Certified Rater shown abov9. If you have a concern or complaint regarding this report of the services used In obtaining It, you may Contact: CaICER15 - Custorrrer Service P.O. Box 6600, rolsom, CA 95763. Proposed Actual Orientation Area U I U SHGC Value SHGC I Value OTESTED PAGE .i OF :r =APPROVED AS PART OF SAMPLE GROUP FIRM: �iC.l i ES T ilV.:, ADORES 7"1.760 COUNTRY CLUB DRIVE. SUITE I PALM DESSERT, Ca 92211 PHONE: 760.772.2966 CE NO SIGNATURE /DATE The energy efficiency rating of this home is determined using California Home FnPrgy Rating Systnrn (C -HERS) Pules. The rating considers heating, cooling and water heating and assumes average weather, thermostat settings, and quantities of hot water for u typical household. Actual energy uSe will vary acr:ording to Occupant behavior, This Rating Completion Surnmary is provided only after the features listed have been verified and approved by the CaICFRTS Certified Rater shown abov9. If you have a concern or complaint regarding this report of the services used In obtaining It, you may Contact: CaICER15 - Custorrrer Service P.O. Box 6600, rolsom, CA 95763. DEC 13,2005 10:50 BCI*TESTING,ril 000-000-00000 Page 4 CaICERTS Certified Rating December, 13 2005 This Compliance rating is for the home located at: 81230 Agave Court La Quinta CA, 92253 Certificate Number: CC3,1798353467 Date Inspected: December, 5 2005 CaICERTS Rater: William Henson 0 Cubic Feet CC2004076 HERS Analyst: N/A t: Builder/Developer: Shea llorttes, Inc. AC Project: Trilogy @ La Quinta d Phase: Phase 12B Plan Name: Casita 7 Lot Number: 034 Specifics about this home: General Information Leaka e: Conditioned Floor Area: 400 Square Feet Conditioned Volume: 0 Cubic Feet Front Orientation: N/A Number of Stories: I Heating and Cooling Systems Heating Equipment: Furnace: 0.8 Cooling Equipment: AC: 12 HVAC: Air Distribution Duct Location: Attic Duct Leakage Target: 6.0 Duct Insulation R -Value: 6 Air Infiltration Blower Door Target: 48 Water Heating System Pro osed TY I Size I Fuel I EF Distribution Water Heating System Actual TY I Size I Fuel I EF Distribution Testinn Results HVAC S stem Area Leaka e: Yes - Passed r Yes- Passed Desi n Com liance: N/A in Conditioned S ace: N/A ced Duct Surface Area: N/A ested Infiltration Reduction Credit: N/A Auildinn FnvPlnno Surface Area Proposed Actual R Value U Factor R Value U Factor Windows FX TESTED :PaC;F I OF T1 =APPROVED AS PART OF SAMPLE GROUP FIRM: BU TESTING ADDRES 77-760 COUNTRY CLUB DRIVE. SUITE I PALM DESEERT. CA. 92211 PHONE: 760-772-2954 CERTIFYING SIGNATURE DATE The energy efficiency rutirry of this fwrne is determined using California Home Energy Rating System (C -HERS) rules. The rating con5idrr5 heating, cooling and water heating anrd assurnes 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 CaICFRT5 Certified Rater 5hown above. If you have a roncern or complaint regarding this report of the services used in obtaining it, you may contact: CaICERTS - Customer Service P.U. Sox 6600, Folsom, CA 957b3, Pro Rosed Actual Orientation AreaSHGC U U Value SHGC Value FX TESTED :PaC;F I OF T1 =APPROVED AS PART OF SAMPLE GROUP FIRM: BU TESTING ADDRES 77-760 COUNTRY CLUB DRIVE. SUITE I PALM DESEERT. CA. 92211 PHONE: 760-772-2954 CERTIFYING SIGNATURE DATE The energy efficiency rutirry of this fwrne is determined using California Home Energy Rating System (C -HERS) rules. The rating con5idrr5 heating, cooling and water heating anrd assurnes 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 CaICFRT5 Certified Rater 5hown above. If you have a roncern or complaint regarding this report of the services used in obtaining it, you may contact: CaICERTS - Customer Service P.U. Sox 6600, Folsom, CA 957b3, L 12% 1-Z3 0e. CA `IZ253 STRUCTURAL JOB SITE OBSERVATION FINDINGS Project Name:Lctj�1 Observer: /�,►��r ;�/�a —� i ✓/ �V �,�Z� UtBldg: # Plan Type: i'r undg-don— ramr / R Framing Alt Foundation / Alt Framing /Foundation Option / BORM. STRUCTURAL ENGINEERS Project #:°/� Elevation: 8 Provide AB per detail per plan. B. Provide nut & washer tightened connection @ sill plate connection to, foundation. C. HD and PID anchorage to foundafioin 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.. Framing . F. Provide shim, post of nsolid 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. . I Provide A-35 connection (or Hl connector at roof level) with spacing per plan.V: Unable to see, contactor to verify. L.' Provide blocking and/or straps per details 18/SD3 or 19/SD3. M. Provide top plate splice at'breaks in uppermost top plate with nails or strap per detail per plan. O. Provide additional studs at trusses per detail and/or verify the stud grade; P:. Provide minimum 3X per shearwall schedule. Q: Provide connection or shear transfer per detail per plan. R. Provide (verify, nail) connector hardware/hanger. 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.. 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, strapdown or at the edge of shear wall. 1: Field Superintendent (third copy): Date: Time: Framing Foreman (sero}) Date: Time: Field Engineer( copf y): Date: / S� Time: ' PAGE OF