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07-3223 (MFD5)E `t P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: CXf__1 07-00003223 47795 DUNE PALMS RD 600 -020 -030 - DWELLING - 5 OR MORE REGIONAL COMMERCIAL 3654'93 BUILDING& SAFETY DEPARTMENT BUILDING PERMIT Owner: COACHELLA VALLEY 45701 MONROE ST FAMILY INDIO, CA99-901 � lull VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 HOUSING COALI 1-G Contractt7- 5 Z008 Architect or Engineer: BROWN RUC N? NC. PO BOX WEST S EN 1QI Ng T �1 (9.16) 3 u rt Lic. No.: 396120 Date: 1/25/0.8 -------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of, perjury that I am licensed under provisions of Chapter (commencing with I hereby affirm under penalty of perjury one!of'the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have. and will maimaima certificate of consent to self-insureJor-workers' compensation, as provided License Class: BLicense No.: 396120 _ _ for by Section 3700 of the Labor Code; for the performance of the work for which this permit is G.. issued. ate: �1.� ontractor: _ Tvn- %�- I have:and will maintain workers' compensation insurance, as:required by Section. 3700 oftheLabor Ytt Code, fortheperformance of the work for which this permit is:issued. My workers' compensation 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, Businessland 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 heror-she is exempt therefrom and the basis for the alleged exemption- Any violation of Section 7031.5 by any applicant for a permitsubjects.the applicant to a civil penalty of not more than five: hundred dollars (5,500).: 1 _d 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 yearof 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, a's 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 notapplytoan owner of property who builds or improvesthereon, and who contracts for the projects with a contractods) licensed pursuantto the Contractors' State LicenseLaw.). (_) 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 ISec. 3097, Civ. C.). Lender's Name: Lender's Address: PIK LQPERMIT insurance carrier and'policy number are: Carrier AMER :INC Policy Number 3424477 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,41 should becomesubject to the workers" compensation provisionsof Section X3`700 of the.La Cipd�hallhwith comply with those rovlsions. ate: t ^e Ap ertt:•J WARNING: FAILU4 TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL; AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES' AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLAR€r($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 fora permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose.behalf this, application is made, each personat whose request and for whose benefit work is performed:under or pursuantto,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 Ouinta, 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; resuli.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 thisapplication and state that the above information is correct. I agree to comply with all city and county ordinancesand,state laws relating.to buildin construction, �andherebv�authorize representatives of wuntty. o enter upon a above-mentione�tp r or in ctio Date; O ignature (Applicant or Agent): Application Number . . . . . 07-0000322.3 ------ Structure Information 6,833SF [B-2]/V-NR/RES-1, F-1/5-DU+1+1 ----- Other struct info.. . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 13.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG 152.00 PATIO SQ FTG 452.00 NUMBER OF UNITS 5.00 2ND FLOOR SQUARE FOOTAGE 1865.00 ----------------------------------------------------------------------------- Permit . . . BUILDI=NG PERMIT Additional desc . .. Permit Fee 1570.50 Issue Date . . . . Expiration. Date . . 7/23/08 Plan Check Fee . . 1020.83 Valuation . . . . 365493 Qty Unit Charge Per Extension BASE FEE 639.50 266.00 3.5000 THOU BLDG 100,001-500,000 931.0'0 Permit . . . MECHANICAL Additional desc . Permit Fee 202.00 Issue Date . . . . Expiration Date . . 7/23/08 Plan Check Fee . . 50.50 Valuation . . . . 0 Qty Unit. Charge Per Extension BASE FEE 15.00 6.00 4.50'00 EA MECH VENT INST/ DUCT ALT 27.00 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 2.00 -16.500.0 EA MECH B/C >3-15HP/>100K-S00KBTU 33.00 9.00 6.5000 EA MECH VENT FAN 58-50 5.00 6..5000 EA MECH EXHAUST HOOD 32.50 Permit . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . Qty Unit Charge 5322.00 .0300 1.0.58.0 0 .020.0 LQPERMIT 1-95.82 Plan Check Fee 48.96 Valuation . . . . 0 7/23/08 Per Extension BASE FEE 15.0.0 ELEC NEW RES - MULTI FAMILY 159.66 ELEC GARAGE OR NON-RESIDENTIAL 21.16 Application Number . . . . . 07-00003223 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 530.25 Issue Date . . . . Expiration Date . . 7/23/08 Plan Check Fee . . 132.56 Valuation . . 0 Qty Unit Charge Per 15.00 ------------------------------------ I ------ ----------------------------------- ---------------- -- Special Notes and Comments Special Extension 6.,833SF [TYPE:B-2.]/V-NR/RES-1, F -1/5° -DU +1 MAINTENANCE/LAUNDRY - ALLOWABLE AREA BASE FEE 15.00 52.00 6.000.0 EA PLB FIXTURE 312.0,0 1.00 15.000,0 EA PLB BUILDING SEWER 15.00 6.00 7.50.00 EA PLB WATER HEATER/VENT 45.00 1.00 12.0000 EA PLB INTERCEPTOR 12.00 6.00 3.0000 EA PLB WATER INST/ALT/REP 18.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 19.00 .7500 EA PLB GAS PIPE >=5 14.25 6.00 ----------------------------------------------------------------------------- 15.0600 EA PLB GAS METER 90.00 Permit . . Additional desc . Permit .Fee . . . Issue Date . . . Expiration Date . GRADING PERMIT 15.00 7/23/08 Plan Check Fee .00 Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 ------------------------------------ I ------ ----------------------------------- ---------------- -- Special Notes and Comments Special 6.,833SF [TYPE:B-2.]/V-NR/RES-1, F -1/5° -DU +1 MAINTENANCE/LAUNDRY - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [2STORIES/24,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004 CEC, _2005 ENERGY CODE. [BUILDING: 6200 - TYPE.: B-2] December 28, 2007 10:23:42: AM AORTEGA -----------------_-- Other Fees . . . . . . . ACCESSIBILITY PLAN REVIEW 10.2.08 ART IN PUBLIC PLACES -RES 413.73 ART IN PUBLIC PLACES -COM 1807.46 DIF COMMUNITY CENTERS -RES 365.00 DIF CIVIC CENTER - RES 1145.00 DIF CIVIC CENTER - COMM 86.07 ENERGY REVIEW FEE 102.08 DIF FIRE PROTECTION -RES 160.00 LQPERMIT Application Number . . . . . 07-0000.3223 ------------------ Other Fees . . . . . . . . . --- DIF FIRE PROTECTION -COMM - 28.9.9 DIF LIBRARIES - RES 1740.00 DIF PARK MAINT FAC - RES 105.00 DIF PARKS/REC - RES 4380.00 STRONG MOTION (SMI) - RES 36.54 DIF STREET MAINT FAC -RES 195.00 DIF STREET MAINT FAC -COMM 20.83 DIF TRANSPORTATION - RES 5635.00 DIF TRANSPORTATION - COMM 1561.94 Fee summary Charged Paid Credited Due -- - Permit Fee Total Permit -------- 2513.57 ------- - ---------- .00 .00 - - 2513.57 Plan Check Total 1252.85 .00 .00 125.2.85 Other -Fee Total 17884.72 .00 '.00 17884.72 Grand Total 21651.14 .00 .00 21651.14 LQPERMIT !---CITY OF LA QUINTA -- B61LDING & SAFETY DEPARTMENT j (760) 777-7012 �-; INSPECTION REQUEST LINE u ; (760) 777-7153 c JOB IN CONSPICUOUS PLACE MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 6,833SF [TYPE:B-21/V-NR/RES-1, F-1/5-DU +l MAINTENANCE, LAUNDRY - 2001 CBC, CPC, CMC, 2004 CEC 2005 ENERGY CODE. [BUILDING: 6200 - TYPE: B- h -� TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF d7 OKAY TO WRAP B - FRAMING COMBINATION ROUGH ELECTRIC •® ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) EXTERIOR LATH GAS TEST 0 SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G GAS U/G ELECTRICAL PRE -PLASTER (ALARMS / BARRIERS) FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE - - ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT °! COMMUNITY DEVELOPMENT DEPT. 24 D1 �`71 FINAL / JOB COMPLETED 1- r0 ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Mumeta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Momahas Rd., # 201 Palm Desert, CA 922 11-4131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: U r To: Fax: Tract/Parcel Map #: �� rJ - 61" o Permit/Lot #: -tt7 6 2 Job Site Address: 5 u n 2 pd /m S �. a. Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Ri�rerside County Fire Protection Planning office for further assistance. �I A h rizing S nature For Release ,n S Print Name Form C — Revised 8/27/2009 OPERATION PNEUMATIC ELECTRIC I HYDRAULIC /� PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED? ITS NO DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO PREACTION VALVES IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? IF NO, EXPLAIN: YES NO MAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION LOSS ALARM? DOES EACH CIRCUIT OPERATE VALVE RELEASE? MAXIMUM TIME TO OPERATE RELEASE ITS NO YES NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST DESCRIPTION PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1 /2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? YES NO EQUIPMENT OPERATES PROPERLY? YES RNO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PEPE: 2�U PSI TESTUNDERGROUND TEST PIPE OPEN WIDE 200 PSI MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN, FLUSHED BY INSTALLER OF UNDERGROUND YES NO SPRINKLER PIPING? B X TESTING NUMBER USED LOCATIONS NUMBER REMOVED .SKETS A'i'ELDED PIPING? X ITS NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? 17ES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE SIGNATURES FOR INSTAL NTRA TITLE DATE mf ADDITIONAL EXPLA O AND ES: CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Alutual System available to insured from: Factory Mutual Engineering and Research, 1151 Boston -Providence Turnpike. P.O. Box 9102. Norwood MA 0- PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: La Quinta Dune Palms Neighborhood JOB# 07205 DATE: July 21 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca PLANS ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside Count} Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 INSTALLATION CONFORMS TO ACCEPTED PLANS y, S X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) YES X NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON I'ES X TNo PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEAZ SUPPLIES BUILDINGS Building B-2 6200 SPRINKLERS MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING 160 _ 2000 Concealed LF-H 2008 I/2" 41 Pendent TY-FRB 2008 I/2" 2 Pendent TY-FRB 2008 I/2" 12 1550 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X FITTINGS CONFORM TO NFPA #13 STANDARD I'ES X+N�O ALARM VALVE OR FLOW INDICATOR ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE TYPE MAKE MODEL MIN. SEC. WATERFLOW SWITCH POTTER J VSR-F 0 60 DRY PIPE OPERATING TEST DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARM OPER- ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: December 24, 2007 Ms. Amy Yu, Engineering Assistant II City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Pad Certification - Parcel 4 of Parcel Map No. 33588, SDP 206-857 JN 1786 - CVHC Dune Palms Neighborhood Dear Amy: This letter is to verify that the locations and elevations of the building pads for the lots listed below for Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Building # Plan Field Difference 2200 A 60.9 60.9 +0.0 2100 A 60.3 60.3 +0.0 2300 A 59.4 59.4 +0.0 2400 C 59.2 59.2 +0.0 3100 C 59.7 59.7 +0.0 3300 K 59.1 59.1 +0.0 3200 C 58.3 58.3 +0.0 4100 A 57.1 57.1 +0.0 4200 A 55.8 55.8 +0.0 5100 B 53.7 53.7 +0.0 5200 B 52.7 52.7 +0.0 6100 B 52.8 52.8 +0.0 6200 B 52.0 52.0 +0.0 7100 B 53.4 53.4 +0.0 34')00 Bolt; Here DalvL o R,AN( HU MIRA Ue hJ CAL[ H)RNIA �-- 92? 70 '7(10_fl_tNI I a 7(,O- ;_"7""Q" V A Y E. WNVa a- i\,4`AC')XI 1�IIIIINIC.I\I ' C-CM C Ms. Amy Yu, Engineering Assistant II Page Two December 24, 2007 Building # Plan Field Difference 7200 B 52.2 52.1 -0.1 8100 C 53.8 53.8 +0.0 8200 C 54.0 54.0 +0.0 8300 C 54.9 54.9 +0.0 8400 C 55.5 55.5 +0.0 0100 D 54.8 54.8 +0.0 1100 B 55.3 55.3 +0.0 1200 C 55.8 55.8 +0.0 If you have any questions, please contact our office. Very truly yours, a� Z/ Ate' Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth \&L LAND SG� G CHARLES R. -� � HARRIS O CL DO y Exp: 12i31 /07 �j. No. 4989 \� OF C AL�F�/ 34200 Lc,e Ilctl'L Dpl,,'E RAN ('I10 M1I,AG, F CA I ITORNIA 1 921270 7r 0—'N')I)-A I I Fnt . u\i!\\! ('()\a May 28, 2008 Ms. Angelica Zarco City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Form Certification — CVHC Dune Palms Neighborhood Parcel 4 of Parcel Map No.33588, Buildings 6100, 6200 East Side, 6200 West Side JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 6100, 6200 East Side, and 6200 West Side of Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Lot # Plan Field Difference Building 6100 53.50 53.52 +0.02 Building 6200 East Side 54.20 54.20 +0.00 Building 6200 West Side 52.70 52.71 +0.01 If you have any questions, please contact our office. Very truly yours, (xi..' ( Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth LAND s�'\ N CHARLIE R. �� U HARRIS p No.4gRq t1 (J,Exp.12/31/09 `Q \\ OF C Al-��C// 34200 BOB Hop[-. Nivr a RANCITO N'TI AGE-: a CALIFORNIA M 92270 7r()_A?0_()RI I w 7((1._17;_73 Q-1 r,�' V. lonv �' A!It lA('nNgi 1TINC,TN(' (-ONA ~AGRUNER ENGINEERING STRUCTURAL ENGINEERING City of La Quinta Building Department c/o Interactive Design Corp. 199 S. Civic Center Drive Palm Springs, CA 92262 RE: Dune Palms Neighborhood 47-795 Dune Palms Road La Quinta, CA 92253 Building Number: 6200 Building Official: October 9, 2008 As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, 447614KAY� George H. Grayner, S. E. Grayner Engineering oQRpFESS/p H. � 9 m m -09 � �9 TA 'CT�IRP TFOF 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 Imperial Irrigation District K - 7442 Power Department — Underground/Service Inspection CLIENT: C /\Q a V d� J DATE: CONTRACTOR: r TIME: ° PROJECT NO.: ij NETWORK NO.: INSPECTOR: CSP NO.: CONTRACTOR: P JOB LOCATION: U -7 % PASS FAIL TRENCH: ❑ ❑ PRIMARY ❑ ❑ SECONDARY ❑ SERVICE CONDUIT: ❑ ❑ PRIMARY ❑ ❑ SECONDARY SERVICE MANDREL: ❑ ❑ PRIMARY ❑ ❑ SECONDARY ❑ ❑ SERVICE PASS VAULT: ❑ 0 0 GROUNDS: ❑ 0 FAIL ❑ STANDARD ❑ SECTOR ❑ SWITCH ❑ PAD ❑ SECTOR ❑ VAULT PAD: ❑ ❑ PULLBOX: ❑ ❑ OTHER: 0 0 PHOTO/s AVAILABLE: ❑ YES ❑ NO NOTES: �rP 1, Imperial Irrigation District — Power Construction Management IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 C SRN CALIFORNIA TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax 619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: P.O. NO.: F V F PL NC F Fix MW: 00461 0822004P Pnr,F 1 nr= 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rl PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.:FLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 6200 B-2 MATERIAL CLASSI o : FONTANA VULCASEAL #30 ASTM D-226 TYPE II ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 1/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 6200. K `GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. ]MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in rdance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 es with the OSHPD approved documents. No:Q Inspector Initials: N/A ECTORS SIGNATURE REGISTRATION NO, ' DSA I hereby certify that I have inspected the above reported work in accordance with the 1/16/2009 requirements of DSA approved documents. Sampling and testing were Conducted In accordance with the requirements of the DSA approved documents. The work Inspected SUPERINTENDENTS SIGNATURE DATE Corn Iies with the DSA approved documents. I.- No: = Inspector Initials: N/A *sfgnafure authorizes the above work SCS6T 205 REV 7/O6 -RN CALIFORNIA TESTING, IN- SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00442 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I � I V PL NC FI�T7 PAGF 1 nc FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING I -I PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.: FLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 6200 B-2 ROOF TILE PROGRESS MATERIAL C TION: FONTANA VULCASEAL #30 ASTM D-226 TYPE 11, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/8/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8100. i`GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODAR.D Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in dance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 as with the OSHPD approved documents. No:= Inspector N/A INSPECTORS SIGNATURE REGISTRATION N0, Initials: 'DSA I hereby certify that I have inspected the above reported work in accordance with the 1/8/2009 requirements of DSA approved documents. Sampling and testing were Conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE lies with the DSA approved documents. CIO. - Yes: No: = Inspector Initials: N/A *signature authorizes the above work sCS6T 205 REV 2106 So Y GAUFORNIA -'I, . MW: 00339 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280 4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 0822004P SCS&T FILE NO: P.O. NO.: C p� NC FAX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: WATOPROOF RCED CONCRETEP T. CONCRETE REINFOSTREsRCED MA� EPDXYANCHORS WELD❑ H.S. BOLTING FIREPROOFING C� C.CONCRETE ® ROOFING! ❑ PHASE*; pgptpgt{PDFILENO.: 777=� PROJECTTITLE: BLDG 6200 N/A N/A DUNE PALMS 47-795 DUNE PALMS ROAD BUILDING 6200 B-2 07-3249 LA GRAYNER CALIFORNIA PLASTERING CLASSIFKATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG,15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: TIME ARRIVED: TIME DEPARTED: 11/17/2008 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. ,TH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6%8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printydl P.E. RMEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: M.W. l' / OSHPD I hereby certify that I have inspected the above reported work in accordance with the OSHPD approved documents. Sampling and testing were conducted in / ' requirements of ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work Inspected ^implies with the OSHPD approved documents. N/A CMRSSIGNATURE REGISTRATION NO, = No;= Inspector Initials: ,A I hereby certify that I have inspected the above reported work In accordance with the 11/17/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected Ilies with the DSA approved documents. N/A Yes: No:O Inspector Initials: `signature authorizes the above work scsarzosREvaros RN CA FORNIA 1.45-0. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00306 6280 RIVERDALE STREET, SAN DIEGO CA 92120 = Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: FIC� ] PL NC I FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTITLE: PHASE#: DSA RMPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 6200 B-2 TE C 1 N: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 10/31/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * GMC 60 MIN BUILDING PAPER, TWO LAYERS HAS 3"4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the /7 / .✓ renuirements of OSHPD approved documents. Sampling and testing were conducted in / � •dance with the requirements of the OSHPD approved documents. The work Inspected ICC #5077516-10 lies with the OSHPD approved documents. s: " No:= Inspector Initials: N/A INREGISTRATION N0, DSA I hereby certify that I have inspected the above reported work in accordance with the 10/31/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. N/A 'signehna authorae9 the above work Yes:�No:= Inspector Initials: ScssT 205 REV 71oS Z SOIL & TESTING, mc. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 10 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.: I 0 P.O. NO.: C PL FNC I FIX PAGE OF 'FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE ❑ REINFORCED MASONRY F1 WELDING El FIREPROOFING Q. C. CONCRETE [1 ROOFING/ WATERPROOFING F1 P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO.: r DSA APR NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: !'v GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: Aj DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: r-j (1� IV s-7 A A T V C- A 4,A/ % C Z z- "t A/ f. P.E. REVIEW: UB�t reby certify that I have inspected the above reported work. Unless noted otherwise, ti thd%,, inspected is to the best of my knowledge in compliance with the approved plans, cifications and applicoble_sections of the governing building laws. ,vector Initials INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. *signature authorizes the above work Yes: No: Inspector Initials: SCS&T 205 R L= - 2106J SOIL & TESTING, INC F� fa SOUTHERN CALIFORNIA SOIL & TESTINGy INC. 3 6 3 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 o Phone (619) 280-4321 Fax (619) 280-4717 C 83-740 CITRUS AVENUE, SUITE INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 i SCS&T FILE NO.- T A P.O. NO.- C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: F1 REINFORCED CONCRETE ❑ REINFORCED MASONRY F1 WELDING ❑ FIREPROOFING Q. C. CONCRETE El ROOFING WATERPROOFING El P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PRASE #: DSA FILE NO.: 1 i DSA APR No. PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: A GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: 1A 6, MATERIAL CLASSIFICATION: , j•j DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: Al S CAA7 c I !mil( I V* P.E. REVIEW: U u reby certify that I have inspected the above reported work. Unless noted otherwise, inspected is to the best of my knowledge In compliance with the approved plans, rificatlons and applicable sections of the governing building laws. —.Oector Initials INSPECTORS SIGNATURE REGISTRATION NO. DSA hereby certify that I have I nspected the above reported work in accordance with the I requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. *signature authorizes the above work Yes:_ No: _ Inspector Initials: SCS&T 205 REV 2/06 Q SOIL & TESTING, — a SOUTHERN CALIFORNIA SOIL & TESTING INC. SIM 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 Cy 83-740 CITRUS AVENUE, SUITE INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.- ATT P.O. NO.- C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: E] REINFORCED CONCRETE El REINFORCED MASONRY El WELDING ❑ FIREPROOFING F1 Q. C. CONCRETE PROOFING WAMUROCIFING El P.T. CONCRETE / STRESS El EPDXY ANCHORS D H.S. BOLTING PROJECT TITLE: t PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS, PERMIT NO.:, PLAN FILE NO.: J1, ARCHITECT: J ENGINEER: rr, GENERAL CONTRACTOR: h I SUB CONFRACTOR.. LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: jj (Q DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: A .1 �Af ­2 12�.-I L-V D, Q /W P.E. REVIEW: JU UB reby certify that I have inspected the above reported work. Unless noted otherwise, jth inspected is to the best of my knowledge In compliance with the approved plans, �cifications; and applicable sections of the governing building laws. Ifispector Initials INSPECTORS SIGNATURE' REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. "signature authorizes the above work Yes: No: Inspector Initials: FERN CALIFO Mc. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00227 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C P NC FIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0, C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXY -ANCHORS ® SHEAR NAIL ❑ H.S BOLTWG PROJECT TITLE: PHASE #. DSA IOSHPD FILE NO.: DU APP. NO.: DUNE PALMS I BLDG 6200 N/A N/A PROJECT ADDRESS PERMR NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 6200 B2 MATERIALLA IIA 0: 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP,A35'S/LTP4'S DATE: 9/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND FLOOR OF BUILDING 6200 B2 (IN PROGRESS). NERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.513-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1 /2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL. STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.513-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S 1.513-2 AS WELL.PUNCH LIST ITEMS ARE LISTED BELOW AND ARE MARKED IN ORANGE PAINT. **PUNCH LIST** *GRID LINE 12 B-F - #6 SHEARWALL NOT INSTALLED AS PER 5. S1.513. *GRID LINE 21 A-B -#6 SHEARWALL ADD NAILS FOR CORRECT SPACING. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have document the above reported work in accordance with the � requirements of OSHPD approved documents. Sampling and testing were conducted in ��i/ •dance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 Her with the OSHPD approved documents. r I No:" Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, es: DSA I hereby certify that i have Inspected the above reported work in accordance with the 9/12/2008 requirements of OSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature atNlorizes the above work SGSBT 205 REV 2/l18 -HERN CALIFORNIA 4 TESTING, INC. SOUTHERN CALIFORNIA SOIL &- TESTING, INC. MW: 00215 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 280-4717 83_740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: �� PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETEISTRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING of SHEAR NAIL PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 6200 B2 TER AL CLASSI TIO EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/9/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FIRST AND SECOND FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1 /2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *EARTHBOUND NOT TO BE ACTIVATED UNTIL ROOF TILE ARE LOADED. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODfiRD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ordance with the requirements of the OSHPD approved documents. The work inspected ICC #507751 & 10 Aes with the OSHIPD approved documents. d . -s:= No:= Inspector Initials: N/A INSfECTORS SIGNATURE REGISTRATION N0, DSA I hereby Certify that I have inspected the above reported work in accordance with the 9/9/2008 of DSA approved documents_ Sampling and testing were conducted In DATE ce with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE 1.�re�quimments with the DSA approved documents. = Inspector Initials: N/A Signature authorizes the above work No: SCS&T 205 REV 2M ram' "I —,I YERN C—IFORN14 L TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. : oozo3 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE No: 0822004P P.O. NO.: I C I X I PL NC 1 FFIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING fl. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS © SHEAR NAIL ❑ KS. BOLTING PROJECT TITLE: PHASE#: DSA /OSHM FILE NO.: --T0.4A API. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN I 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMNG LOCATION OF WORK INSPECTED: BUILDING 6200 B2 MATERIAL CLASSIFICATION: 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 9/04/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDING 6200 B2 (IN PROGRESS). NERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER S1.5B-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5B-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.513-2 AS WELLYUNCH LIST ITEMS ARE LISTED BELOW AND ARE MARKED IN ORANGE PAINT. **PUNCH LIST** *GRID 6 J TO G NAIL PER SHEAR SCHEDULE #3 PER S1.511-5. *GRID J 6 TO 8 NAIL PER SHEAR SCHEDULE #5 PER S1.513-5. *GRID 2 AND 8 LINE H TO L NEED MARK 8 TOP PLATE SPLICE TYPE 2 AS PER S I.513-7, FOUR 3/4" BOLTS EACH SIDE. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. - OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHconducted approved documents. Sampling and testing were nducted in ���/// � -)rdance with the requirements of the OSHPD approved documents. The work inspected � ICC #50775i6-i 0 Ilies with the OSHPD approved documents. :� No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA 1 hereby certify that t have inspected the above reported work In accordance with the 9/04/2U08 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE cam lies with the DSA approved documents. Yes: No: 0 Inspector Initials: N/A signature authorizes the above work SC58T 205 REV ?lUfi r- lIrRN C-IFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00209 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: I IC -T-X'l F PL I NC F FIX Parr nc FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING (1 C. CONCRETE ROOFING I WATERPROOFING ❑ PT CONCRETE/STRESS EPDXYANCHORS DIAPHRAM NL ❑ H-S.13�TING n PROJECT TITLE: PHASE#: MAIOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3223 LA QUINTA ARCHITECT: ENGINEER-- INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 6200 B2 MATERIAL CLASSIFICk'nolt, 19/32" STR 1 APA RATED O.S.B. 1 OD FASTENERS(ROOF SHEATHING), 15/32- STR 1 O.S.B. 8D AND 1 OD FASTENERS, 15/32" O.S.B. STR 1 (SHEAR WALLS) 1 OD COMMON NAILS DATE: 9/5/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 6200 B2. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN 1 OD @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES `7s,7OODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in ,rdance with the requirements of the OSHPD approved documents. The work inspected ICC 45077516-10 lies with the OSHPO approved documents. := No:= Inspector Initials: N/A I PECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work In accordance with the 9/5/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDEMS SIGNATURE DATE complies with the DSA approved documents. Yes: No: = Inspector Initials: N/A *signature authorizes the above work SC 8T 205 REV 2106 Certificate of Occupancy T,vf 4 XP 4" Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 47-795 DUNE PALMS ROAD (BUILDING # 6200) Use classification: APARTMENTS Building Permit No.: 07-3223 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G Building Official City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009 POST IN A CONSPICUOUS PLACE