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07-3248 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003248 Property Address: 47795 DUNE PALMS RD APN: 600-020-030- - - Application description: DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 363.289 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjurythat I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professionals Code, and my License is in full force°and effect. Lice Class: B License No.: 396120 Date: 71. Contractor. R 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 ISec. 7031.5, Businessand 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 thealleged exemption. Any violation of Section 7031.5 by any applicant permit subjects the applicant to a.civil penalty of not more thanfive, hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages:as their sole compensation, will dothework; 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 notbuild or improve for the purpose of sale.). f _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct,the project (Sec. 70", 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 hereby affirm under penalty of perjury that there,isa construction lending agency for the performance of the work for which this permivis'issued (Sec. 3097, Civ. C.). Lender's Name: I 1h Lender's�Address: 71 LQPEP-MIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 .Date- 1/25/0.8 Owner: COACHELLA VALLEY HOUSING COALI 45701 MONROE ST 1-G INDIO, CA 92201 Contractor: BROWN CONSTRUCTION, INC:. PO BOX 980700 r p WEST SARAMENTO, CA 9579, 25 �OQp (916)373-930,0 rfi�► Lic. No.: 396120 _.....re --------------------------- _ WORKER'S COMPENSi 'DEC ffi I hereby arm.underpenalty of perjury -one of the following declara ns: _ Lhave.and will maintain a certificate of consent to self-insurefor workers' compensation,as provided for by Section 3700 of the,. Labor Code, for the performance of the work for which this permit is issued. l� I,haveand will maintain workers' compensation insurance, as -required by Section 3700 of the Labor T Code,.for the performance of the work for which this permit is1ssued. My workers' compensation 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, l shall not employ any person in any manner so as to become subjectto the workers' compensation laws of California; and agree that, if I should become subject to the workers' compensation provisions. of Section 3700 of forthwith comply with those provisions. atei,� icantiW� WARNING: FAILURE TO SECURE WORKERS' COMPENSATIONCOVERAGE.IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UPTOONE 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 tate conditions and restrictions set forth on this application. T. 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, agentsandemployees 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 permitto cancellation, I certify that I have read this application and state that the above information is correct. I -agree to complywitall city and county ordinances andstate laws relating to buildin constructi�andeby authorize representatives of�tfiis county t timer upo the above-mentio rty for i - -tio%. Dateri � ignature (Applicant. or Agen • — Application Number . . . . . 07-00003248 -----= Structure Information 6,725SF [TYPE:B]/V-NR/RES=1/6-DU ----- Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 15.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG .00 PATIO SQ FTG 349.00 NUMBER OF UNITS 6.00 Permit . . . Additional desc . .. Permit Fee . . . . Issue Date Expiration Date . BUILDING PERMIT 1.563.50 Plan Check .Fee 254.07 Valuation. 363289 7/23/08 Qty Unit Charge Per Extension BASE FEE 639.50 264.00 3.5000 THOU BLDG 100,001-500,000 924.00 Permit . . . MECHANICAL Additional desc . Permit Fee. . . . . 194.50 Plan Check Fee 12-15 Issue Date Valuation . 0 Expiration Date 7/23/08 _ Qty Unit Charge Per Extension BASE FEE 15.00 6.00 4.5000 EA MECH VENT INST/ DUCT ALT 27.00 5.00 9.0000 EA MECH B/C <=3HP/100K BTU 45.00 1.00 16.5000 EA MECH B/C >3-15HP/>100K-:500KBTU 16.50 8.00 6.5000 EA MECH VENT FAN 52.00 6.00 6.5000 EA MECH EXHAUST HOOD 39.00 Permit. . ELEC-NEW.RESIDENTIAL Additional desc . Permit Fee . . . . 205.32 Plan Check Fee 12.83 Issue Date Valuation . . . . 0 Expiration Date 7/23,/08 Qty Unit Charge Per Extension BASE FEE 15.00 6280:00 .0.300 ELEC NEW RES - MULTI FAMILY 188.40 96.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 1.92 LQPERM[T Application Number . . . . Permit . . . . . . PLUMBING Additional desc . Permit Fee . . . . 393.00 Issue Date . . . . Expiration Date . . 7/23/08 07-00003248 Plan Check Pee . . 24.56 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 32.00 6.0000 EA PLB FIXTURE 192.00 1.0.0 15.0000 EA PLB BUILDING SEWER 15.00 6.00 7.5000 EA PLB WATER HEATER/VENT 45.00 6.00 3.0000 EA PLB WATER INST/ALT/REP 18.00 1..00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00 6.010 15.0000 EA PLB GAS METER 90.00 Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 - - --- --------------------------------------------------------- Special Notes and Comments 6,725SF [TYPE:B]/V-NR/RES-1/6-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERES [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. **REDUCED FEE** [BUILDING: 7200 - TYPE.: B]" December. 28, 2007 4:18:38 PM AORTEGA Other_ Fees . . . . . . ACCESSIBILITY PLAN REVIEW 25.40 ART IN PUBLIC PLACES -RES 408.22. DIF COMMUNITY CENTERS -RES 438.00 DIF CIVIC CENTER - RES 1374.00 ENERGY REVIEW FEE 25.40 DIF FIRE PROTECTION -RES 192.00 DIF LIBRARIES - RES 2088.00 DIF PARK MAINT FAC - RES 126.00 DIF PARKS/REC - RES 5256.00 STRONG MOTION (SMI) - RES 36.32 LQPERMIT. Application Number . . . . . 07-000.03248 Other Fees . . . . . . . DIF STREET MAINT FAC' -RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary Charged Paid Permit Fee Total 2371.32 .00 Plan Check Total 303.61 .00 Other Fee Total 16965.34 .00 Grand Total 19640.27 .00 LQPERMrr Credited Due .00 2371.32 .00 303.61 .60 16965.34 .00 19640.27 CITY OF LA QUINTA ,.� BUILDING & SAFETY DEPARTMENT .y0� (760) 777-7012 LU/ INSPECTION REQUEST LINE (760) 777-7153 Owner `V HOUSING COALITION Contractor BROWN CONSTRUCTION Permit.Number 07-3248 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 6,725SF [TYPE:BI/Y-NR/RES-1/6-UNITS - 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. "REDUCED FEE" [BUILDING: 7200 - TYPE: BI TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE 51A Rite; U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRET SLAB DO NOT POUR CONCRETE UN IL A OVE SIGN ROOF NAIL / PRE -ROOF ®- . p -� OKAY TO WRAP ® - .® FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) EXTERIOR LATH GAS TEST _ C9 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 POWER ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. FINAL / JOB COMPLETED `a D i ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department Fire Protection Planning Section 1b Riverside Office: 2300 Market St.. Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 9221 1-4131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release DatiLd� I To: Ih� l d / L) �J Fax: TracVParcel Map #: ►f t-(��-13 P- D�f 5 Perm it/Lot #: Job Site Address: !�7gcJ D NQ Pdlr1,S L_a . r 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 Riverside County Fir Protection Planning office for further assistance. A utho 'zing S'gnature For Release swi Print Name Form C — Revised 8/27/2009 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual System a thfo insured from: Factory Mutual Engineering and Research, 1 151 Boston -Providence Turnpike. P.O. Box 9102, Norwood MA 02062 av PRO CRT)TTRF• 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 reauirementc nr Tnrnl nrdinn—r PROPERTY NAME: La Quinta Dune Palms Neighborhood JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES X NO EQUIPMENT USED IS APPROVED (1F NO, STATE DEVIATIONS BELOW) YES X I 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? I'ES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON YES X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building B 7200 MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-II 2008 I/2" 48 1600 SPRINKLERS Pendent TY-FRB 2008 I/2" 5 200" i PIPE S FITTINGS PIPE CONFORMS TO NFPA # 13 STANDARD YES X NO FITTINGS CONFORM TO NFPA #13 STANDARD iES X NO ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE VALVE OR TYPE MAKE MODEL MIN. SEC. FLOW INDICATOR WATERFLOW SWITCH POTTER VSR-F 0 60 DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST 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, EKPLAIN: OPERATION PNEUMATIC• ELECTRIC I HYDRAULIC PIPING SUPERVISED I YES NO DETECTING MEDIA YES NO SUPERVISED? DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? I'ES NO _ PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO, EXPLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE. OPERATE RELEASE YES NO ITS 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 NO Lxj DRAIN READING OF GAGE LOCATED NEAR VATZR SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PSI UNDERGROUND 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? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS DI 0.9. LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO INCOMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, 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? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERNTCE 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 TRACTO ed) TITLE DATE zl�xl to -a - ADDITIONAL EXPLAN ON A D ES: A 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 Bo rt Horc DRivL. -^, RAN( FIO MIRA UC c, CAL If ORNI.A L 9, 270 _7A(1_;?(1_Q,l'11 a-7(,(1_;';_77fiQ; F.%v cm- \i N,,Ig4('()uci,i1INIC.Ivr I 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, Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth NPL LAND S� 5 \ CHARLES R. 0 HARRIS o Q * Exp: 12/31/07 11�xNo. 4989 1 z OP CA 34200 BOB Hare DRIVE -- RANC110 n1iitAtiF CA] ITORVIA - 92270 7A()-;')()_q�ll 7(,O_',);_7�,(-); F,Nv w;%uwMS, A`riiIN] r,t ii i'()%a June 11, 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 7100 and 7200 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 7100 and 7200 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 7100 54.10 54.09 -0.01 Building 7200 52.90 52,89 -0.01 If you have any questions, please contact our office. Very truly yours, Ile) a, - Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth j LAND So9� CHARLES U HARRIS O No.4989 IDA Exp.12r31109 CF C AO -o 34200 BOB HoPE DRtvE RANCHO MIRAGE 0 CALIFORNIA NO 92270 760-320-9811 m 760-323-7991) FAX M wW%v.,%'ISAC oNStrLTI GI\'.C.C:orv1 "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: 7200 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, George H. Grayner, S. E. Grayner Engineering U ��QPO�ESS/p 04, � 4 QGE H. 0 9-30-09 Za sTq�CN�P`' 9 lF OF C 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 uot4 J DATE: CONTRACTOR: rk TIME: PROJECT NO.: NETWORK NO.: INSPECTOR: CSP NO.: CONTRACTOR: I ,J / JOB LOCATION: L1 -7 7 PASS FAIL TRENCH: ❑ ❑ PRIMARY ❑ ❑ SECONDARY ❑ SERVICE CONDUIT: ❑ ❑ PRIMARY ❑ ❑ SECONDARY SERVICE MANDREL: ❑ ❑ PRIMARY ❑ ❑ SECONDARY ❑ ❑ SERVICE '-1 PASS FAIL VAULT: ❑ 0 0 GROUNDS: ❑ 0 0 ❑ STANDARD ❑ SECTOR ❑ SWITCH ❑ PAD ❑ SECTOR ❑ VAULT PAD: ❑ ❑ PULLBOX: ❑ ❑ OTHER: 0 0 PHOTO/s AVAILABLE: ❑ YES ❑ NO j % NOTES: I l _ 1p L, A i r, Imperial Irrigation District — Power Construction Management _ IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 \TETING, I N . TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00472 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 l If PL NC FIX PAGE 1 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE V. DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECTADDRESS ERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 7200 B MATERIAL LASS FI TION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 1/23/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 7200. *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 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 requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 ©rdance with the requirements of the OSHPD approved documents. The work inspected ith the OSHPD approved documents. No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, reby certify that I have Inspected the above reported work In accordance with the 1/23/2009 L'reSquimmentsof DSA approved documents. Sampling and testing were conducted In ce with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNANRE DATE with the DSA approved documents.No: Inspector Initials: N/A 'signature authorizes the above work scsa7205 REvaos .RN CALIFORNNI TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00455 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.: F C -1 PL ��r Y r� oer_o 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING n PROJECTTITLE: PHASE#: MA /OSHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECTADDRESS PERMIT NO.: PLAN FILE No.: 47-795 DUNE PALMS ROAD 07-3248:�A LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 7200 B ROOF TILE IN PROGRESS LIATERIAIL N: FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/14/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 7200. GENERAL ROOF TILE INSTALLATION PROGRESS) (IN LOOKS GOOD. TILE ARE SECURED WITH ONE 5116" 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. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. 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 WOODARD Inspector Initials: M.W. OSHPD 1 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 es with the OS14PD approved documents. N a= No:= Inspector initials: /A ��requlrements 1N CTORS SIGNATURE REGISTRATION N0, REGISTRA DSA I hereby certify that 1 have inspected the above reported work In accordance with the1/14/2009 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 Iles with the DSA approved documents. Yes: No: = Inspector Initials: N/A signature authorizes the above work SCS&T 205 REV 7AI6 "HERN CA FORMA l TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00364 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.: F-C T)T PL NC Frrn--� PAM: I nu FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE © ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE#: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 7200 B MATERIALCLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1,511 LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 12/01/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. * ATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN r 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 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 requirements of OSHPD approved documents. Sampling and testing were conducted in�- a--ordance with the requirements of the OSHPO approved documents. The work inspected r/ ICC #5077516-10 ies with the OSHPD approved documents. _� No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, - DSA I hereby certify that 1 have inspected the above reported work in accordance with the re requirements of DSA approved documents. Sampling and testing were conducted In 12/Ul/2008 accordance with the requirements of the DSA approved documents. The work Inspected W)ERINfBJDBITS SIGNATURE DATE Corn lies with the DSA approved documents. N/A ,as Inspector Initials: yjg"gg a0#i01/2e9 the above welt SCSAT205REV 2W r� FERN C4IJFORN TE6 —INC- SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00343 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.: I c% I Y] PL N� FII X —1 oer-r: I — FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. aoLnNc ©SHEAR NAIL PROJECT TITLE: PHASE#: DSA /OSHPOFILE NO.: DMAPP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECTADDRESS PERMIT NO.: PLAN FILE 47-795 DUNE PALMS ROAD 07-3248 ;LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 7200B MATER IFICA . 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 11/18/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST AND SECOND FLOOR OF BUILDING 7100 COMPLETED ASSEMBLY ON INTERIOR WALLS. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER 5/S1.5B 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 2/S 1.5B. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER 2/S1.513 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE. CSC 1 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 1 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:O Inspector Initials: N/A INVECTORS SIGNArURE REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work in accordance with the 11 /18/2008 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 Hes with �e DSA approved documents. Yes: No: Q Inspector Initials: N/A 'signature aafhorizes the above work SCSBT 205 REV 2108 -RN 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:- "aIX MW: 00349 0822004P I 1 91 PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE is DSAlOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECTADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHfTECT: ENGINEER: Infl6v GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 7200 B NIATERIALCLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/20/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER 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. **NOTE- GRID LINES A-16 AND 17- TWO 6"X6" POSTS MENTIONED IN MY REPORT FROM 11/5/2008 WERE REPAIRED PER RFI #485 TO PREVENT WATER INTRUSION. CBC I 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 1n 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 as with the OSHPD approved documents. .= No:O Inspector Initials: N/A ICC #5077516-10 INSPECTORS SIG ATURE REGISTRATION N0, DSA I hereby certify that I have Inspected the above reported work in accordance with the 11 /20/2008 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 com les with the DSA approved documents. Yes' No: Q Inspector Initials N/A signature authorizes the above work SCS&T 205 REV 7/O6 `RN "NG. INC. N rESTING, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Mw. 00316 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUTFE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I C I YI PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE M MA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECTADDRESS PERMIT NO.: :LA 47-795 DUNE PALMS ROAD 07-3248 QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 7200 B MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/5/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER 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". VX18"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. **NOTE- GRID LINES A-16 AND 17- TWO 6"XV POSTS PENETRATE POP OUT AND NEED TO HAVE PROPER FLASHING TO PREVENT WATER INTRUSION. 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 WOODA.RD 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 es with the OSHPD approved documents. NSA No:� Inspector Initials: INSPECTORSSIGNATURE - REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 11/5/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE 04TE com lies with the DSA approved documents. = Inspector Initials: N/A srgneture authw¢es the above work Yes: No: scst:T205ttEV 2U SOIL & TESTING, INC, SOUTHERN CALIFORNIA SOIL & TESTINC, INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.: P.O. NO.: I C I PL 1 1 NC FIX I I FIX I PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY El WELDING ❑ FIREPROOFING 0 Q. C. CONCRETE El ROOFING WATERPROOFING [j P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO.: k DSA APR NO.: PROJECT ADDRESS A PERMIT NO.: PLAN FILE NO,: f ARCHITECT: ENGINEER: f GENERAL CONTRACTOR: SUB CONTRACTOR: A LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: L DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: J �2) 6 -A �,A-) N 's �7 A L A) e, -tAh U eby certify that I have inspected the above reported work. Unless noted otherwise, thlk inspected is to the best of my knowledge in compliance with the approved plans, :ifications and applicable sections of the governing building laws, ,ector 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 REV zrob I SOIL & TESTING, INC, Z SOUTHERN CALIFORNIA SOIL & TESTING INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 * Phone (619) 280-432 1 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 9 Phone (760) 775-5983 Fax (760) 775-8362 I C I " I I 'PL I I NC FIX SCS&T FILE NO P.O. NO.- PAGE_ OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY [1 WELDING El FIREPROOFING F1 Q. C. CONCRETE ROOFING WATERPROOFING ❑ P.T. CONCRETE / STRESS El EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE-: PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: r t PLAN FILE NO.: ARCHITECT: N' ENGINEER: IVA GENERAL CONTRACTOR: SUB CONTRACTOR: z LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: �'J DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: V j V :4 j V Al L.V A yl'. Al/ zl� Ly T� 4 7, .r P.E. REVIEW: UBJ eby 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, Sifications and applicable sections of the governing building laws. Initials INSPECTORS SIGNATURE' REGISTRATION NO. ,,6ctor I hereby certify that I have inspected the above reported work in accordance with the [DSA requirements of DSA approved documents. Sampling and testing were conducted in :� s accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE DATE complies with the DSA approved documents. .,*SUPERINTENDENTS *signature authorizes the above work Yes: No: _ Inspector Initials: _­SLCS&&T 10.5 Rev 2106 SOIL & TESTING, ICT-7 C SOUTHERN CALIFORNIA SOIL & TESTINCINC. � 7,� 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 111 Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 9 Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.. I PL I I NC I I FIX I I P.O. NO.` PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY El WELDING El FIREPROOFING... ... A Q. C. CONCRETE ROOFING WATERPROOFING El P.T. CONCRETE/ STRESS El EPDXY ANCHORS El H.S. BOLTING PROJECT TITLE PHASE #: DSA FILE NO.: DSA APP NO.:, PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: GENERAL CONTRACTOR: SUB-QONffA TOR: r LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: Aj Pj L'r C' L'I --3�.,C%'y J L.i C'f C 4 -A �jj Q A Ir wkj Al -vr Z:; i) c d0LA,)A) I k z-' ilk, -D iM P.E. REVIEW: UBt reby certify that I have Inspected the above reported work. Unless noted otherwise, lbe_NL_ inspected is to the best of my knowledge in compliance with the approved plans, ifications and applicable sections of the governing building laws. pector Initials INSPECTORS SIGNATURE REGISTRATION NO. DSA 1 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 REL "06 SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING INC. 0 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 .i. SCS&T FILE NO.• 5 o _ P.O. II C - PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE d ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: t ` PHASE #: DSA FILE NO.: i DSA APP. NO.: 1 PROJECT ADDRESS PERMIT NO.: fy PLAN FILE NO.: ARCHITECT: ENGINEER: ev GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: - _ j ! l;'t: :+. it% /i it � ('•.!'ltjr�9+4...- w;.J l i.i �„ i {F� t rt �' :� . b� DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: a „ r➢ i ij`i ` jj \ftn 4'" ` ��a�� ¢ Y F :ALA :+1" (:fit r' � `'� t � i .l1• i.. {-. ... ?� !`I•-7' ._ ) U�../ i � - r' r �_z=�J rs �;• s. , :t•3 ?\ y i.-.t 1.'� 1 ��I� i Y: , 1. 3 I �i- .� i.. -r' f._ :__l t4� . >t '�.1' i >....� -'; I • E'k . 4-•� P.E. REVIEW: UB ,by certify that I have inspected the above reported work, Unless noted otherwise, is to the best of my knowledge in compliance with the approved plans, ..)spected �- r ifications and applicable sections of the governing building laws. - ,,-• r` .-i3pector Initials i - INSPECTQRS SIGNATURE_ -� REGISTRATION NO. DSA 1 hereby certify that I have inspected the above reported work in accordance with theequirements of DSA approved documents. Sampling and testing were conducted inaccordance with the requirements of the DSA approved documents. The work inspected [`,Yes: `SUPERINTENDENTS SIGNATURE .' DATE omplies with the DSA approved documents.`signature authorizes the above work No: Inspector Initials: Scs&T 205 REV 2106 SOIL & TESTING, Z o SOUTHERN CALIFORNIA SOIL & TESTING INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 9 Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.� X83 PL NC FIX PAGE OF I FI FIELD INSPECTION REPORT FOR: [I REINFORCED CONCRETE [I REINFORCED MASONRY El WELDING ❑ FIREPROOFING F1 Q. C. CONCRETE ❑ ROOFING /WATERPROOFING El P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING El PROJECT TITLE: PHASE #: DSA FILE NO.: At DSA APR NO.: # �A PROJECT ADDRESS g A PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: Av DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: A .4 k r j C [\J VI A C P.E. REVIEW: eby certify that I have inspected the above reported work. Unless noted otherwise,4 rUB inspected is to the best of my knowledge In compliance With the approved plans, \cificafions and applicable sections of the governing building laws. jpector Initials INSPECTORS SIGNATURE REGISTRATION NO. I hereby certify that I have inspected the above reported work in accordance with the IDSA 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 2106 2N CAUFORNIA ESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00231 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.: I C I A I PL NC FFIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS 0 EPDXYANCHORS ❑ KS, BOLTING.® SHEAR NAIL PROJECT TRLE: PHASE #: DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECT ADDRESS PERNIT NO.: .. 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHITECT. ENGINEE1t INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACT R: BROWN TONE FRAMING LOCATION OF WORK INSPECTED. BUILDING 7200B II 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/15/2008 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 7200 (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1,513-5 SCHEDULE. I 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. SDS SCREWS WERE IN PLACE PER SCHEDULE,PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINE- 12 A F NAIL #6 SHEAR WALL. *BLOCK ALL HOLES THROUGH SHEAR WALLS FROM FALL PROTECTION AND EDGE NAIL. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC I 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, and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. I OSHPD I hereby certify that I have inspected the above reported work in accordance with the reouirements of OSHPD approved documents. Sampling and testing were conducted in -lance ICC #5077516-10 with the requirements of the OSHPD approved documents. The work Inspected as with the OSHPD approved documents. No:= Inspector Initials: N/A INCTOR5 Sx9NATt1RE ' REGISTRATON N0, OSA 1 hereby certify that 1 have inspected the above reported work in accordance with the 9/15/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINIMDENTS SIGNATURE D47E oom lies with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above work Yes: No: SCS&T2M REV ZW G — CALIFORNIA STING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00219 6280 RIVERDALE STREET, SAYS DIEGO CA 92120 " Pbonc (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 PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE 0 ROOFING / WATERPROOFING PT CDNCRETEISTRESS 0 EPDXYANCHORS El JA SHEAR NAIL HSBOLTING PROJECTTIRE: PHASEt DSAIOSHPDFILENO.: - DSA APP. NO.: DUNE PALMS BLDG 7200 N/A N/A PROJECTADD PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARMITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WOW INSPECTED: BUILDING 7200 B CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-3/4" ALL THREAD, COUPLERS AND BLACKJACKS, BEARING PLATES, 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 9/10/2008 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 4100 A 1 (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND 1(_'SMIC HOLDOWN SYSTEM FINISHED ASSEMBLY. GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.513-5 SCHEDULE. I OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1 /2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.513-2. A35'S'ARE IN PLACE TOP AND BOTTOM OF THE KING STUD AS PER S1.513-2.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACOORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STITCH NAILED AND BLOCKING. SLACK JACK DEVICES AND BEARING PLATES WERE IN PLACE AS PER EARTHBOUND DRAWINGS. *NOTE- EARTHBOUND NOT TO BE ACTIVATED UNTIL ROOF TILE IS LOADED. **PUNCH LIST** *GRID LINE 12.5-13 NAIL OFF #6 SHEAR WALL PER S1.5B-5. *GRED LINE G 4-6 MISSING #6 SHEAR WALL. *GRID LINE K 6-8 ADD NAILS AT SHEARWALL #5. *GRID LINE 6 L TO K.9 ADD NAILS AT #3 SHEARWALL. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC 1 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' WOODA.RD Inspector Initials: M.W. OSHPD T 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 "% � ICC #5077516-10 lance with the requirements of the OSHPD approved documents. The work inspected as with the OSHPO approved documents. ' �s'= No:= Inspector Initials: N/A IN PE�NATURE REGISTRATION NO, 0SA i hereby certify that I have Inspected the above Teported work In accordance with the - 9/10/2008 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 Iles with the DSA approved documents. O Inspector Initials: N/A *signalwe aLdhorkes Me above work Yes:=No: SCS&TzaS REV 2M Certificat6Occupancy of V j� INcaronn'rsv� G� OF 9ti5 Building & SafetyDepartment 'T� .7 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 # 7200) Use classification: APARTMENTS Occupancy Group: R-1 Type of Construction: V-NR Owner of Building: COACHELLA VALLEY HOUSING COALI l -,4, 6:!!�2 __ Building Official POST IN A CONSPI Building Permit No.: 07-3248 Land Use Zone: CR Address: 45-701 MONROE ST 1-G City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009