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07-3245 (MFD5)T4ht 4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT - IN"SPECTIONS (760) 777-7153 BUILDING PERMIT Application Number: 07-00003245 Owner: D Date: /25/08 Property Address: 47795 DUNE PALMS RD COACHELLA VALLEY HOUS C0% 25 2009 APN: 600-020-030- - - 45701 MONROE ST 1-G Application description: DWELLING - 5 OR MORE FAMILY INDIO, CA 92201 Property Zoning: REGIONAL COMMERCIAL CITY OF LA Application valuation: 363289 FINANCE DEPT. Contractor: Applicant: Architect or Engineer: BROWN CONSTRUCTION, INC. PO BOX 980700 WEST SARAMENTO, CA 9579.8 (916).373•-9300 \IA Lip. No.: 396120 LICENSED CONTRACTOR'S DECLARATION WORKER'S, COMPENSATION DECLARATION I herebyaffirm under penalty-of'perjurythat I am licensed under provisions of Chapter 9 (commencing With I hereby.affirm under penalty of perjury one of the following declarations: Section 7000) of Division 8 of the Business.and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Cla _ License No.: 396120 for by Sectio_ n 3700 of the Labor Code, for the performance of the work for which this permit is .' _ � issued: D tractor. �J I have and will maintain workers' compensation insurance,, as required by Section 3700 of tha:Labor Code, for theperformance 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. Business and Professions -Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure;prior to its issuance, also requires the applicant for the permit to file a signed statement that he,or she is licensed pursuant to the provisions of the Contractor's State License, Caw (Chapter 9 (commencing With Section 7000) of Division 3 of the Business and. Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption:. Any violation of Section 7031:5 by any applicant for a permit subjects the.applicanrto a civil penalty of not more than five.hundred dollars ($500).: 1 _) I, as owner of the property, or my employees with wages as theirsole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business,and Professions Code: The Contractors' State License Law doesnotapply to an owner of property who builds or improves thereon, and who does the.work himself or herself:through.his or her own employees, provided that the improvements are not intended.or offered for sale. If, however, the building; or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale:). (_) [,,as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State, License Law does not,apply to an owner of property who builds or improves.thereon, and who contractsJor the projects with a contractor(s) licensed pursuant to the Contractors' ,State License.LawJ. 1 _) I am exempt under Sec. , B.&P.C. for this reason Data: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a,constn. ction lending agency for the performance of the work for which this permit is:issued (Sec: -3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT insurance carrier and policy number are: Carrier AMER INC Policy Number 3424477 I certify that, in the performance of the work for which this permit is issued, I. shall not employ any person in any manner so to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor - e,I"forthwith comply with those provisions. te: 1 'if (cant: y ego h3.4 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN, EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($.100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES. AS PROVIDED FOR,IN SECTION 3706`OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety fora permitsubject to,the conditions and restrictions set forth on this application. 1. Each person upon whose.behalf this application is made, each person at whose request.and,for whose benefit work is performed under or pursuamto anypermit issued as a result of this application, the owner, and the applicant, each agrees to, -and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related .to the work being performed under or following, issuance of this permit. 2. Any permitissued as'a result of this application becomes null and void if work -is not commenced within 186 days from date: of'issuance. of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is,correct. I agree to comply withall city and county ordinances and state laws relating to buil nstruction,..a by authorize representatives of this c unty t enter upon the above -menti pro for'ins -tpfrTpurposes, �,/� n_ �" te:. 51� Si ure,(Applicantor.Agemj: •�� �I� . L �4 Application Number . . . . . 07-00003245 ------ 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 . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1563.50 Plan Check Fee_ 254.07 Issue Date . . . . Valuation . . 363_.28.9 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE -FEE 639.50 264.00 3.5000 THOU BLDG 100.,001-500,00.0 924.00 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 . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date ELEC-NEW RESIDENTIAL 205.32 Plan Check 'Fee . . Valuation . . . . 7/23/08 12.83 0 Qty Unit Charge Per Extension BASE FEE 15.00 6280.00 .0300 ELEC NEW RES - MULTI FAMILY 18'8.40 96.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 1.92 LQPERMrr Application Number . . . . . 07-00003245 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 393.00 Plan Check Fee 24.56 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 32.00 6.0000 EA PLB FIXTURE 192.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 6.00 7.500:0 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 6.00 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 7/23/0.8 Qty Unit Charge Pet 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, 2'005 ENERGY CODE. **REDUCED FEE** [BUILDING: 5100 - 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 . . . . . 07-0000.3245 ---------------------------------------------------------------------------- Other Fees . . . . . . .. . . DIF STREET MAINT FAC -RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary ----------------- Charged ---------- Paid ---------- Credited -------------------- Due Permit Fee Total 2371:.32 .00 .00 2371.32 Plan Check Total 303.61 .00 .00 303.61 Other Fee Total 16965.34 .00 .00 16965.34 Grand Total 19640.27 .00 .00' 19640.27 LQrERMrr � O F �,...� CI LA QUINTA BUILDING &SAFETY DEPARTMENT �. ;,...f (760) 777-7012 INSPECTION REQUEST LINE (760) 777-7153 er.. C V HOUSING COALITI ON Con N $BORCONSTRUC p Permit Number 07-3245 N POST ON JOB IN CI( S) UOUS INSPECTOR MUST SIGNLACE JOB ADDRESS 47-79$ DUNE ALL APPLICABPLACE SPACES 6,725SF [TYPE:B N-N PALMS ROAD 2004 CE R/RES-1/6-UNITS _ C, 2005 ENERGY CODE. **REDUCED FEE*CPC' CMC, [BUILDING: 5100 - TYPE: BI TYPE OF INSPECTION TEMPORARY POWER DATE SETBACKS INSP. U/G PLUMBING / WASTE _ U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CON�SLAB DO NOT POUR CONCRETE UNTIL ABOVE I SGNED ROOF NAIL /PRE -ROOF OKAY TO WRAP ` l �• S.7 FRAMING (COMBINATION) ° ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION INTERIOR G COVER NO WORK UNTIL BD. (DRYWALL) EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT c SEWER FOOTINGS / STEEL MASONRY INSPECTIONS BOND FAnn POOL / SI PRE-GI—m c�r—T., U/G ELEC RT ICgI PRE-PLASTFA IA WATER FEATURE INSPECTIONS S TEMP. USE PERMFINAL ' INSPECTIONS OF — ELECTRICAL ANE� PLUMBING MECHANICAL PUBLIC WORKS DEPARTM COMMUNITY DEVELOPME� FINAL / R rnn.-. ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING �t3� $Wrjr, t4Ntl-ta(G 0Y- 511►1,8 " Riverside County Fire Department Fire Protection Planning Section Riverside Mum a Office: : 2300 eC39493 Los Alamos Rd.,Market St., Ste, 150. 5 a A,I Mumeta, CA 92563 Ph ((951)) 600-6 60 Fax (951)) 6 0 61864 Palm Desert Office: 77-933 Las Montanas Rd_ u 2pl Palm Desert, CA 9221 1-4 131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: r,,�}} Z To: te 110� 6,U U Fax: Tract/Parcel Map #: V%- 0 - Permit/Lot #: Job Site Address: �urte Pd�ms L_ Q. 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 Fire Protection Planning office for further assistance. 11 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 available to insured from: Factory Mutual Eng-ineering- and Research 1151 Boston Providence Turnpike P.O. Box 9102Norwood MAtem 0 06) PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All efects 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 sinnature 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 Cluintn mind P.i_ lv hi u a ...,,,...VVU dun4F U7205 1 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 EQUIPMENT USED IS APPROVED (1F NO, STATE DEVIATIONS BELOW) I'ES X NO 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 YES X I NO PREMISES? IF NO, EXPLAIN: SUPPLIES BUILDINGS Building B 5100 LOCATION OF SYSTEM MAKE TYCO MODEL YEAR OF MANrUFACTURE ORIFICE SIZE TEMPERATURE RATING Concealed LF-11 2008 1/z" 48 1600 SPRINKLERS Pendent TY-FRB 2008 1/2" 5 2000 PIPE & FITTINGS PIPE CONFORMS TO NTFPA #13 STANDARD IDS X NO FITTINGS CONFORM TO NFPA #13 STANDARD ,,Es X I NO ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE VALVE OR FLOW INDICATOR TYPE WATERFLOW SWITCH MAKE POTTER MODEL VSR-F MIN. 0 SEC. 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: t OPERATION PNEUMATIC ELECTRIC IHYDRAULIC PIPING SUPERVISED I YES NO DETECTING MEDIA SUPERVISED? YES NO DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES 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 ITS NO I'ES 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 PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. DESCRIPTION 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 DRAIN READING OF GAGE LOCATED NEAR ATER 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? S NO OTHER EXPLAIN EYE 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 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? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE NVITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE SIGNATURES INST-AALI NTRAC TITLE DATE QR v ADDITIONAL EXPLANA N ES: 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 34200 Bc1Ls HOP I-- Dri� L Itnnc HO N/11 A61] D' CALIH)RNI,A rD 9? ) 70 7r,(1-;-)n_u.l'11 Z­ 7(If -; ;_7XQ 1 F.1\" 0 U;\U\1 NiC41'( iiiIinir,lyr• r•nnt 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 CHARLES R. cc HARRIS o Exp: 12/31 i07 NA No. 4989 ')4200 BOP, Hc�PL Dr,IvE -' RANCHO MIRAGF CAI IFnRNIA D 92270 76(1_;-)O-QRII _: 7(,f)_;7;_7«); PAY , a-wwM<i ACn\irmTrN(;lait (M4 May 16, 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 5100 and 5200 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 5100 and 5200 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 5100 _ 54.40 54.40 +0.00 Building 5200 53.40 53.40 +0.00 If you have any questions, please contact our office. Very truly yours, C& Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth SAND 5�9� CHARLES U HARRIS O —' No.4989 tn� Exp. 12/31 /09 \T 34200 BOB Ham DRIN'L mi RANCHO M.IRAUE U CALIFORNIA M 92270 7l;(1-ii11-9�7 t a 700-i')i-7RQ'i FAX 0 wleiw.M.gA :t1NC1TTTTNrJ\,; ' com ~-A NERENGINEERINGSTRUCTURAL ENGINEERING t September 25, 2008 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: 5100 ` Building Official: (� 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, Ae�%C X-1.,A� George H. Grayner, S. E. Grayner Engineering U QppFESS/p '/ R-1 o � 2 w .1 9 29 m Exp, 9-30-09 07U�P� gTFOF CAO 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 Imperial Irrigation District K - 74 4 Power Department — Underground/Service Inspection CLIENT: �G C I,'lQ Q DATE: CONTRACTOR: r r TIME: PROJECT NO.: t NETWORK NO.: INSPECTOR: CSP NO.: CONTRACTOR: 1 L JOB LOCATION: _T7 t eq 1 PASS FAIL PASS FAIL TRENCH: ❑ ❑ PRIMARY VAULT: ❑ ❑ STANDARD ❑ ❑ SECONDARY ❑ ❑ SECTOR ❑ ❑ SERVICE ❑ ❑ SWITCH CONDUIT: ❑ ❑ PRIMARY GROUNDS: ❑ ❑ PAD ❑ ❑ SECONDARY ❑ ❑ SECTOR ❑]= SERVICE ❑ ❑ VAULT MANDREL: ❑ ❑ PRIMARY ❑ ❑ SECONDARY PAD: ❑ 0 ❑ ❑ SERVICE PULLBOX: ❑ ❑ OTHER: 0 PHOTO/s AVAILABLE: ❑ YES ❑ NO tl NOTES: :�.i I Imperial Irrigation District —Power Construction Management IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 SOUTHERN CALIFORNIA SOIL & 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.: MW. 00603 0822004P C PL NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: []REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECTTrtLE: PHASEM DSA IOSHPD FILE NO.; DSA APP. NO.: DUNE PALMS I BLDG 5100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3245:::::j LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI WATERPROOFING LOCATION OF WORK INSPECTED: BUILDING 5100 B SECOND FLOOR STAIR LANDING MATERIAL CLASSIFICATION: 26 GAUGE L METAL, RIB LATH, 1" CROWN X 5/8" LEG GALVANIZED STAPLES PLI DEK, GU80-1 GRAY BASE, GU80-1 ACRYLIC EMULSION ICBO ES ER-3732/ GS88-1 ACRYLIC TOP COAT DATE: 3/24/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING (TOP COAT) ON THE SECOND FLOOR STAIR LANDING. * DRI INSTALLED THE PLI DEK GU80-1 GRAY BASE SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-1 ACRYLIC EMULSION ICBO ES ER -3732. THE FINAL TOP COAT OF GS88-1 ACRYLIC WAS PAINTED INTO THE ANGLE AND WAS ROLLED ONTO THE DECK AND INTO THE DRAINS FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL WATERPROOFING 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 OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. '07= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, k 1 hereby certify that I have inspected the above reported work in accordance with the 3/24/2009 .luirements of DSA approved documents. Sampling and testing were conducted In DATE accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE CmIles with the DSA approved documents. = Inspector Initials: N/A *Signature auft&es Me above work Yes., No: Scsar205 REV 2U jur"E"NC^LIFORNIA N 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.: I ` FPL NC FFIXT MW: 00425 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 O C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE! STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTIRE PHASEN: MA/OSHPORLENO.: DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN HI& MU.: 47-795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERALCONTRACMR: Sue CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 5100 B MATERIAL CLASSIFICAROW FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC 5/16t18D ROOFING NAILS, DATE: 12/30/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 5100 B. III - *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. MINOR REPAIRS WERE COMPLETED DURRING INSPECTION. *FINAL ROOF TILE ASSEMBLY APEARS TO BE IN ACCORDANCE WITH PROJECT PLANS AND THE TRI ROOFING MANUAL. 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 in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in �11ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected •olies with the OSHPD approved documents. II No:= Inspector Initials: N/A IGNATURE REGISTRATION NO, 3A I hereby certify that I have inspected the above reported work in accordance with the 12/30/2008 requirements of DSA approved documents. Sampling and testing were conducted In *SUPERINTENDENTS DAIS accordance with the requirements of the DSA approved documents. The work Inspected SIGNATURE corn Iles with the DSA approved documents. Q Inspector Initials: N/A stgnatare authorizes the above work Yes: No: W%T 205 REV 2105 THER N TESTING, ING. 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.: I C 1 PL NC I FFIX MW: 00319 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A PROJECT ADDRESS PERMIT NO. : 47-795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 5100 B MATERIAL CLASS 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: 11/6/2008 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. UH 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" 14EADLAPS 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. 61IX 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. CEIC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) -, E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, T 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 accordance with the requirements of the OSHPD approved documents. The work Inspected ICC #5077516-10 Z�/ lies with the OSHPD approved documents. ,kb 11 No:= Inspector Initials: N/A — INSPECTORS SIGNA RE REGISTRATION N0, SA 1 hereby certify that I have inspected the above reported work in accordance with the 11/6/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS accordance with the requirements of the DSA approved documents. The work Inspected SIGNATURE DATE cam lies with the DSA approved documents. Yes:I No: = Inspector Initials: N/A signature authorizes the above work scsarzosaEvvae !! SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING INC. z "2 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 T SCS&T FILE NO.: P.O. NO.- c F -PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: F1 REINFORCED CONCRETE [I REINFORCED MASONRY [I WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING WATERPROOFING [:1 P.T. CONCRETE / STRESS El EPDXY ANCHORS F1 H.S. BOLTING El PROJECT TITLE: PHASE #: DSA FILE NO.: x 1DSA APP. NO.: V.. Ir PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 7 ARCHITECT: V ENGINEER: V y GENERAL CONTRACTOR: jj SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: A C 1,A. AL L DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: j -Y)171 411" L L II P.E. REVIEW: hereby 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, ---- -- .)rk cifications and applicable sections of the governing building laws. —6pector Initials INSPECTORS SIGNATURE., r 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 ZD6 SOIL & TESTING, SOUTHERN CALIFORNIA SOIL & TESTING, INC. q 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 e 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 c 7-i" I PL I r NC FIX PAGE OF FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING.. F1 Q. C. CONCRETE ROOFING /WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS El H.S. BOLTING PROJECT TIRE: "A A. -A PHASE #: DSA FILE NO.: DSA APR NO.: PROJECT ADDRESS, PERMIT NO.: PLAN FILE NO.% 7:4 ARCHITECT: ENGINEER: 0 )A E L GENERAL CONTRACTOR: NJ TRACTOR:_ - LOCATION OF WORK INSPECTED: DI kC V_ t D MATERIAL CLASSIFICATION: A a DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: L A, Aj D AA i-A 0 L Y" 1Z L ""J v C. 7' ------------ A -7- C. P.E. REVIEW: uBq •eby certify that I have inspected the above reported work. Unless noted otherwise, th.L nspected is to the best of my knowledge in compliance with fine approved plans, ?h—cations and applicable sections of the governing building laws. I ..pector 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 . I ! I . - i-I accordance With the requirements of the DSA approved documents. The work inspected -SUPERINTENDENTS SIGNATURE D ATE complies with the DSA approved documents. *signature authorizes the above work Yes:_ No: _ Inspector Initials: SCS&T 205 REV 2106 AaTHERN CIN0. MA N . TETING,INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: oo2s3 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 I Y PL NC FII XT7 PAGE I nF 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 PROJECT TITLE- PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 5100 N/A i N/A PROJECTADDRess PERMIT NO.: „ 47795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 5100 B MATERIAL CLASSIFICATION: HUB 1001I NON SHRINK HIGH STRENGTH GROUT ASTM C-1107 HUB 100 ALL RESIN CLEAR CURE DATE: 10/07/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HIGH STRENGTH GROUTING AT THE BASE PLATES ON THE RED IRON FROM GRID LINES 7 16-18. *GROUT WAS MIXED WITH APROX. 3.5 TO 4 QUARTS OF WATER TO ACHIEVE LIQUID STATE, 3 MINUTES. GROUT WAS PLACED AT THE BASE PLATES OF THE RED IRON APROX. 2" OUTSIDE OF THE PLATES. AFTER THE PLACEMENT OF THE GROUT HUB 100 ALL RESIN CLEAR CURE WAS APPLIED. HIGH STRENGTH GROUTING PROCEDURE APEARS TO BE IN ACORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. 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 —cordance with the requirements of the OSHPD approved documents. The work inspected ;�. ICC #5077516-92 'lies with the OSHPD approved documents. —, No:= Inspector Initials: N/A PECTORS SI TURE REGISTRATION NO, SA I hereby certify that I have Inspected the above reported work in accordance with the 10/07/2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE com Iles with the DSA approved documents. Initials: N/A signal"auttwizesVia above work Yes. o:= Inspector SCS&T 205 REV Me SOIL & TESTING, Z SOUTHERN CALIFORNIA SOIL & TESTING INC. 513,96 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 e Phone (619) 280-4321 Fax (619) 280-4717 Z r'83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 & Phone (760) 775-5983 Fax (760) 775-8362 t"�7 SCS&T FILE NO.� 0 P.O. NO.- C F i. 7w' PL I FNc I I I FIX I PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE El REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING F] Q. C. CONCRETE ❑ ROOFING/ WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING 7 PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APR NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: It ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: 44 DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: t A 4 1-7 P.E.REVIEW: 0 ereby 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, cations and applicable sections of the governing building laws. Inspector Initials 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 complies with the DSA approved documents. Yes:_ No: _ Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO. Fli I j *SUPERINTENDENTS SIGNATURE DATE *signature authorizes the above work I - SCS&T 20L22v.2�/06 11 SOIL & TESTING, W. n I 4 .2 SOUTHERN CALIFORNIA SOIL & TESTING; INC. Z- 5 2 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 •Phone (619) 280-4321 Fax (619) 280-4717 "19 83-740 CITRUS AVENUE, SUITE G INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&TFILE NO. - PO. NO.-ws FPL NC I I F FIX I I PAGE OF FIELD INSPECTION REPORT FOR: E] REINFORCED CONCRETE E] REINFORCED MASONRY ❑ WELDING El FIREPROOFING Q C. CONCRETE El ROOFING/ WATERPROOFING El P.T. CONCRETE / STRESS El EPDXY ANCHORS F1 H.S. BOLTING El PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APR NO.: p A. PROJECT ADDRESS S u A L AA PERMIT NO.: PLAN FILE NO.: /j,7Ak- , ARCHITECT: ENGINEER: GENERAL CONTRACTOR, SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: c A T ?vy DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: L A L Ve -0 42 t i- yj vli. 7 P.E. REVIEW: with the approved ikareby certify that I have inspected the above reported work. Unless noted otherwise, knowledge in ;K inspected is to the best of my compliance plans, ifications and applicable sections of the governing building laws. pector Initials INSPECTORS SIGNATURE REGISTRATION NO. GR 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. *sIgnalure authorizes the above work Yes:- No: Inspector Initials: -ITzos REV 2/06 ,I SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING; INC. .2 P, 1110 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.. S T 0 P.O. NO.: C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: [I REINFORCED CONCRETE [I REINFORCED MASONRY [I WELDING ❑ FIREPROOFING F� Q. C. CONCRETE El ROOFING if WATERPROOFING El P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS [I H.S. BOLTING PROJECT TITLE: PHASE_!I._.. DSA FILE NO.: i DSA APR NO.: PROJECT ADDRESS PERMIT NO.: 14' PLAN FILE NO.: ARCHITECT: ENGINEER: GENERAL CONTRACTOR: TRACTOR: A, Aj LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: AV S E-A 1_Ajt iD0 4 t V A 7A vA A4, V -J! L P.E. REVIEW: )ereby certify that I have inspected the above reported work. Unless noted otherwise, -)rk inspected is to the best of my knowledge in compliance with the approved plans, ifications and applicable. sections of the governing building laws. Initials INSPECTORS SIGNREGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the illll,s6ector 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 THERN CA IFORN41 4 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6290 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: Ml; 00255 0822004P P.O. NO �I � I C /� PL NC FIX PAGE OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 5100 B MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE JI, JCBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE- 9/24/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 5100 B. vENERA7_ ROOF UNDERLAYMENT LOOKS GOOD WITH TWO LAYERS OF #30 FONTANA VULCASEAL INSTALLED WITH 34" HEADLAPS AND 6" SIDELAPS SECURED WITH 7/8" PLASTIC CAP ROOFING NAILS. FELT IS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF V. ALL INSIDE AND OUTSIDE CORNERS HAVE MASIC IN PLACE. PRIMARY FLASHINGS ARE BIBBED WITH FELT AND ARE SEALED AT THE PIPE TO FLASHING INTERSECTION WITH MASTIC. HIP AND RIDGE NAILERS HAVE FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3". TOOK DIGITAL PHOTOS OF TYPCIAL ROOF UNDERLAYMENT INSTALLATION. PUNCH LIST ITEM LISTED BELOW. **PUNCH LIST** *LOW ROOF- THERE IS A 1.5" SOIL VENT PIPE THAT IS TOO CLOSE TO THE VALLEY CENTERLINE ON THE WEST FACING SLOPE. MOVE OUT OF THE VALLEY 24" MIN. SO THE PIPE FLASHINGS AND THE VALLEY METAL DON'T INTERSECT. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL OTHER THAN PUNCH LIST ITEM LISTED. CBC l 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 WOOF 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 ---ordance the ICC #5077516-1 O with requirements of the OSHPD approved documents. The work inspected dies with the OSHPD approved documents. No:= Inspector Initials: NSA INSPECTORS SIGNATURE REGISTRATION NO, _..Q )SsA i hereby certify that i have inspected the above reported work In accordance with the 9/24/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the OSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes: No:O Inspector Initials: NIA 'signature authorizes the above work SCS&T WIS REV 2M (7 j� VErs TING' INC.N C . TESTING, I. I= V4 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6290 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 F-PLT NC FFIXT SCS&T FILE NO: P.O. NO.: MI; 00222 0822004P PAGE I OF 1 FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING QC.CONCRETE Q ROOFING/WATERPROOFING 0 P.LCONCRETEISTWM O EPDXYANCHORS 0 H.S. BOLTINGnjf SHEAR NAIL PROJECT TITLE: PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A PRolEcraoDREss PERNrrNo.: .. 47-795 DUNE PALMS ROAD 07-3245 LA OUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONEFRAMING LOCATION OF WORK INSPECTED: BUILDING 5100B MATERIAL CLASSIFICATIOR 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/I I/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 5100 (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5B-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 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.513-2 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINE 13 B2-C MISSING #6 SHEARWALL PER S1.5B-5 SCHEDULE. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pdntod) 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. NULEC 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 'ordance with the requirements of the OSHPD approved documents. The work inspected ICC #51077516-10 lies with the OSHPD approved documents. -.= No:= Inspector Initials: N/A MSP CTORS SIGNATURE REGISTRATION N0, '-DSAI hereby certify fiat I ftave inspected the above reported work In accordance with the 9/11 /2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE com Iles with the DSA approved documents. N/A Q slgnahae atrthoraes the above stork Yes: No: Inspector Initials: SCs&T205 REV 2ro5 VERN CA MRNIA . TESTING, INC. n SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: P.O. NO.: �, PL NC I FFIX MW: 00201 0822004P PAGE I OF 1 FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 >O.C.CONCRETE 0 ROOFING/WATERPROOFING 0 PT.c=Rm1STRESS Q EPDXYANCHORs 0 H.S.jM-nNG1X1SHEARNAIL PMWTTTTLE: PHASE#: MAIOSNPDFILE NO.; MAAPP.NO.: DUNE PALMS BLDG 5100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN HUh NO.: 47-795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 5100 B MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378., 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DA': 9/03/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE SECOND FLOOR FINISHED ASSEMBLY. (ENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1 /2"--3/4" ALL THREAD WERE COUPLED WITH BRIDGE TREMEN/MRS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. **PUNCH LIST** *GRID LINE B-19, 3/4" ALL THREAD STILL, NEADS 5/8" X 6" BEARING PLATE WITH SLACK JACK. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printadl 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. MII.E.S WOODARD Inspector Initials: M.W. OSHPD 1 hereby CeNfy that I have Inspected the above reported work In accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in -irdance with the requirements of the OSHPD approved documents. The work inspected 1'CC #5077510-10 lies with the OSHPD approved documents.pTO� .= No:= Inspector Initials: N/A SI6NATURF R€61STRATION N0, OSA 1 hereby certify that i have inspected the above feportedwork in accordance with the 9/03/2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS 04TE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn Iles with the DSA approved documents. N/A = -sowturesufhorimsdwabove work Yes:�No: Inspector initials: 5cs`i205REv7ro9 r— 'ERN anI N TESTING, M TESC.. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00193 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.. v l X I PL I NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 (]. C. CONCRETE ROOFING I WATERPROOFING ❑ P.L CONCRETE I STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING © DIAPHRAM NL PROJECT TRLE: PHASE # DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A PROJECTADDREss PERNrr ND.: .. 47-795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 5100 B 19/32" STR 1 APA RATED O.S.B. IOD 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: 8/28/2008 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 5100 B. THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DLAPHRAM NAILING WAS PER PLAN IOD @ 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. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. 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 WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements OSHPD approved documents. Sampling and testing were conducted ' //// " v /.� irdance with the requirements of the OSHPD approved documents. The work inspected �r/.2�r ICC #5077516-10 lies with the OSHPD approved documents. NIA 6tSPECTORS SIGNATURE REGISTRATION NO, .,: No:= Inspector Initials: USA 1 hereby certify that f have inspected the above reported work in accordance with the 8/28/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work Inspected SIGNATURE . corn les with the DSA approved documents. N/A = 'Signature auMorizes the above work Yes: No: Inspector Initials: S(S5T 205 REV 2= ram_. SOUTHERN C—IFORNIA •l a TESTTNG. Mc. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00176 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 T I A1 PL SCSB&T FILE NO: 0822004P P.O. NO.: NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ Hs. BUTING jXj SHEAR NAIL PROEECTTiR.E: PHASE* DSA/OMFILENO.: MA AM. ND-* DUNE PALMS BLDG 5100 N/A N/A ECT ADDRESS PERMIT NO.: IFLAN IFFILL No.,. 47-795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCIMECE ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONMCTOR: SUB CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED., BUILDING 5100 B MATERIALCLASSIFICATIM. 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/2O/2008 71ME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED- *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDING 5100 B (IN PROGRESS). ENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. .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 SI.SA-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5A-2 AS WELL.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *LINE F-20 MISSING ST6224. *LINE E-3 ADD NAILS AT #5 SHEAR WALL. *LINE B-6 O.S.B. PANEL IS UPSIDE DOWN. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (PtWted) P.C. 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 ICC #5077510-10 - cordance with the requirements of the OSHPD approved documents. The work inspected i lies with the OSHPD approved documents. NIA I. No:= Inspector Initials: TORSSIGNATIM REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work In accordance with the 8/20/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS S INATURE DATE con 11es with the DSA approved documents. N/A Yes: No:ED Inspector Initials: signaft" With"" fhe above work WZ&TP05RE 20 'RN CALIFORNIA -8-G. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 : Phone (619) 2804321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 I c 7141 PL NC FIX SCS&T FILE NO: P.O. NO.: MW: 00176 0822004P PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING Gil SHEAR NAIL PROJECT TITLE: PHASE#: DSA /OSHPDFILE NO.; DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3245 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 5100 B MATERIAL CLASSIFICATION: 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/20/2008 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 5100 B (IN PROGRESS). NERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5A-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 S 1.5A-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S 1.5A-2 AS WELLYUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *LINE F-20 MISSING ST6224. *LINE E-3 ADD NAILS AT #5 SHEAR WALL. *LINE B-6 O.S.B. PANEL IS UPSIDE DOWN. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. 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. OSHPO 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 'ordance with the requirements of the OSHPD approved documents. The work inspected hies with the OSHPD approved documents. ,_s:" No:= Inspector Initials: N/A NSPECTORSSIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work In accordance with the 8/20/2008 of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DATE Lrequirements e with the requirements of the DSA approved documents. The work inspected with the DSA approved documents. No:= Inspector Initials: N/A Signature authorizes the above work SCS&T205REV20 THERN CALIFORNIA I\//'�/`E 8 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.: I C I Y1 PL NC MW: 00416 o�r_e 1 1 FIELD INSPECTION REPORT FOR: CONCRETE ❑ REINFORCED ❑REINFORCED MASONRY WELDING ^v- ❑ FIREPROOFING Ci C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PRWECTTRIE PHASE# WAK)SMFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 5100 N/A N/A ECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3245 .LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL �: BROWN sue CONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 5100 B ROOF TILE PROGRESS MATERIAL CLAMIFICATM. FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 12/23/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 5100. *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. 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 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 OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 ties with the OSHPD approved documents. = No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION N0, tuA I hereby certify that I have inspected the above reported work in accordance with the 12/23/2U08 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 com Ies with the DSA approved documents. Yes: No: = Inspector Initials: N/A signature auUrorkas the above `cork SC33T 205 REV ?Po6 Certificate of Occupancy T4hf 4 4 a" 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 # 5100) Use classification: APARTMENTS Building Permit No.: 07-3245 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 City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009 Building Official 01 IN A CONSPICUOUS