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07-3249 (MFD5)— . i6. P.O- BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address:: APN: Application description: Property Zoning: Application valuation: Applicant: C fl 07-00003249 47795 DUNE PALMS RD 600-020-030- - DWELLING - 5 OR MORE REGIONAL COMMERCIAL 363289 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I Owner: COACHELL_A VALLEY 45701 MONROE.ST FAMILY INDIO., CA 92201 Architect or Engineer: �W_ ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty`of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my_Ucense is in full force and effect. Licens ass: B. License No.: 396120 ate: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that Lam exempt from the Contractor's State License Law for the following reason(Sec. 7031 .5, Business and Professions. Cede: Any city or county that requires,a permit to construct, alter,; improve, demolish, or repair anystructure, 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 andlProfessions Code) or that.he or she is exempt therefrom and the basis for thwalleged exemption. Any violation of Section 7031.5 by any applicant for a permit,subjects the applicant to a civil.penalty of. not more than five hundred dollars ($5001..- 1, $5001.:I, as owner of-the.property, or my employees with wages"as their sole compensation; will do the work, and thestructure 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,orimprovement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to -construct the project (Sec. 7044, Business and Professions.Code: The Contractors' State.Ucense Law does not,apply to an owner of property who builds or improves thereon, and who contraetsJor the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P:C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec: 3097, Civ. C.). Lender's Name: _ Lender's Address: Vr LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/08 HOUSING COALI 1-G t� t Contractor: ' 1 BROWN CONSTRUCTION, INC. D ; PO BOX 98,0700 fjkspoml l l ` WEST SARAMENTO; CA 95798 JAA (916)373-9300 Lic. No.: 396120 _ r _mac 1 � WORKER'S COMPENSATIONDECLARATION 'I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to,self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the, performance of`the 'work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier AMER INC' Policy Number 3424477 I certifythat, in the performance of the work for which this permit is issued, I shall not employ any person in any manner se as to become, subject to the workers' compensation laws of California, and agree that, if I sh become subject to the workers' compensation.provisions of Section 3700 of the /. ode; I s 11 omply with those provisions. /:icant: WARNING: FAILURETO SECURE WORKERS' COMPENSATION COVERAGE IS'UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION'3706 OF THELABOR CODE, INTEREST, AND•ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building.and'Safety fora permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose requestand for whose benefit work.is performed under or pursuam: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 theCity 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 permitissuedas,a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days, will subject permit to cancellation. I certify that I have read this application and state.that the: above information is correct: I agree to comply with all. city and county ordinances and state laws relating to buildi struction, and hereby authorize representatives of this collYmy 11en�ter upon the above -menti for insp i ature.(Applicant or Agent): al • — — Application Number . . . . . 07-00003249 ------ Structure Information 6,725SF [TYPE:B]/V-NR/RES-1/6-DU •----- Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 15.0'0 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 1563.50 7/23/08 Plan Check Fee . . 254.07 Valuation . . . 363289 Qty Unit Charge Per Extension BASE FEE 639.50 264.:00 3..5000 THOU BLDG 100,00.1-500,000 924.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 194.50 Plan Check Fee 12.15 Issue.Date . . . . Valuation . . . . 0 Expi"ration_.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 6.8000 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 .0300 ELEC NEW RES - MULTI FAMILY 188.40 96.00 --------------------------------------------------------------- .020.0 ELEC GARAGE OR NON-RESIDENTIAL 1.92 LQPERUff Application Number . . . . . 07-00003249 Permit . . . PLUMBING' BASE FEE Additional desc . 6,725SF [TYPE:.B]/V'-NR/RES-1/6-UNITS Permit Fee . . . . 393.00 Plan Check Fee 24.56 Issue Date Valuation . . . . 0 Expiration Date 7/23/08 ENCLOSURES. 2001 CBC, CPC, CMC, 2004 Qty Unit Charge Per CEC, 2005 ENERGY CODE. **REDUCED FEE** Extension [BUILDING: 6100 - TYPE.: B] 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 1.5000 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.-0.0 12.00 .7500 EA PLB GAS PIPE >=5 9.00 6.00 15.0000 EA PLB GAS METER 90.00 Permit . Additional desc Permit Fee Issue Date Expiration Date GRADING PERMIT 15.00 7/23/08 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 --------------------------------------------------------------------------------- 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: 6100 - 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 Vs r_, LQPERMIT Application Number . . . . . 07-0000324.9 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF STREET MAINT FAC -RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary Charged Paid Credited. Due Permit Fee Total 237.1..32 .00 .00 2.37.1.32 'Plan Check Total 303.61 .00 .00 303.61 Other Fee Total 16.965.34 .00 .00 169.65.34 Grand Total 19640.27 .00 .00 19640.27 / A CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT (760) 777-7012 c`, INSPECTION REQUEST LINE c___) (760) 777-7153 Omer 1-0 USING COALITION Contractor Permit Nur WN CONSTRUCTION 07-3249 JOB IN CONSPICUOUS PLACE MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 6,725SF ITYPE:BjN-NR/RES-1/6-UNITS - 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. "REDUCED FEE" (BUILDING: 6100 - TYPE: Bj TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTEfJ U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL 1 CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF 62i` a0 L' 1,S7 OKAY TO WRAP e O FRAMING COMBINATION ROUGH ELECTRIC A - =� ROUGH PLUMBING " ROUGH MECHANICAL INSULATION - COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION fuiowu SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL/SPA / WATER FEATURE INSPECTIONS !PRE-GUNITE / SETBACKSG PLUMBING G GAS G ELECTRICAL PRE -PLASTER (ALARMS / BARRIERS FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. I 'zL1 FINAL / JOB COMPLETED /�' o2Jr D 7 ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murneta Office: 39493 Los Alamos Rd., Ste A. Murnela, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd , # 201 Palm Desert, CA 92 21 1-4 131 Ph. (760) 863-8886 (760) 86 3- 707 2 Fire Department Clearance/Release Date: `1 36 a ��II To:1,�u►n�d �uild lily � Sd Fax: Tract/Parcel Map #: 14-0 1 -6 P- OqZ Permit/l_ot #: 17LO � # 6` Job Site Address: Dung NMI Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) �e 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 Protektion Planning office for further assistance. % Auth i ing Signature or Release Print Name Form C — Revised 8/27/2009 C ON'1'RACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factor`s Additional copies of this form are Loss Prevention Publications - Trainin- Resource Center Mutual able tstem o insured from: Factory Mutual Engineering and Research, 1 ] $1 Boston -Providence Turnpike, P.O. Box 9103, Norwood MA 0 062 P�.vCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: La Quinta Dune Palms Neighborhood JOB# 07205 DATE PROPERTY ADDRESS. 4 7795 Dune Palms Road, La Qulnta, Ca July 1 2005 ACCEPTED BY APPROVING AUTHORITY'(S) NANTES: 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 (IF NO, STATE DEVIATIONS BELOW) YES X I NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? INSTRUCTIONS IF NO, EXPLAIN: YES HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON PREMISES? YES XNO IF NO, EXPLAIN: LOCATION OF SUPPLIES BUILDINGS SYSTEM Building B 6100 SPRINKLERS MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE Concealed LF-H 2008 1/2" Pendent TY-FRB 2008 1/2" QUANTITY e TEMPERATURE RATING 1600 2000 rrrl �_1U1NrUKM11) I INrrA 413 STANDARD YES X NO PIPE & FITTINGS FITTINGS CONFORM TO NFPA #13 STANDARD YES X NO ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE VALVE OR TI'PE MAKE MODEL MIN. SEC. FLOW WATERFLOW POTTER VSR-F 0 60 INDICATOR SWITCH DRY VALVE Q.O.D. 7THRU MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING E TO TRIP WATER AIR TRIP POINT TIME WATER ALARM OPER. TEST TEST PRESSURE PRESSURE AIR PRESSURE REACHED OUT. ATED PROPERLY PIPE MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. 1F NO, EXPLAIN: OPERATION PNEUMATIC ELECTRIC IHYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA YES NO SUPERVISED? 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, EIO'LAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TC MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE OPERATE RELEASE RELEASE? YES I NO I YES I NO I MIN. I 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 - PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND TEST 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 a NO RESIDUAL PRESSURE WITH VALVE IN DRAIN READING OF GAGE LOCATED NEAR WUER SUPPLY TEST TESTS PIPE. TEST PIPE OPEN WIDE 200 PSI TEST 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 VES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D 10.9, 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 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 NAMEPLATE PROVIDED? YES X NO DATA NAMEPLATE IF NO, EXPLAIN: DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OH'NER (Signed) TITLE DATE SIGNATURES F NSTAL NTRACTO ( ned) TITLE DATE +v 'r C' Id'oS - D ADDITIONAL EXPLAN ON TE 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?Q(1 Bc)Tl Hc,rr_ Drive 1ZAN CHO MIRA (Ie r� C'.4LIr(RNIA 9-1)70 -7AO- I-)(l_C)%411 '7hf1_;�:_ k�l; PA -- \VW« U NIC4( 'r)NicIII TIN1 .lair- f-CM n� 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 r- /5 LPL LANp CHARLES R. �. HARRIS o * � Exp: 12/31 /07 1 * �j. No. 4989 F CAL 34200 BOB I-1OI'L Dr,Ive R.AN(-'Ilo Mli\'A(,F D CAI ITORINIn 92270 7A(1-1-)I1-u� l I 7(,()-2? ;-75 <01 F'nE'n Nina w M5,A('naicii1i1N(,I'\1( May 28, 2008 Ms. Angelica Zarco City of La Quinta 78-495 Caile Tampico La Quinta, CA 92252 RE: Form Certification — CVHC Dune Palms Neighborhood Parcel 4 of Parcel Map No.33588, Buildings 6100, 6200 East Side, 6200 West Side JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 6100, 6200 East Side, and 6200 West Side of Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Lot # Plan Field Difference Building 6100 53.50 53.52 +0.02 Building 6200 East Side 54.20 54.20 +0.00 Building 6200 West Side 52.70 52.71 +0.01 If you have any questions, please contact our office. Very truly yours, a�L r Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth �A ,AND U ARLES HARISCHR. Rp NO.989 � 0 Exp, 12/31/09 `q 34200 BBB Hon. NivI, ■ IZANCI-10 MIRAGF. ill CALIFORNIA a 92270 760_11f}_t)R I I m. 760-';?1-7RQ1 Fax ■ www M..gA(`nNCf A T1NriINC (-OM r�GRUNER 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: 6100 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, 401V x1*4W'f1 George H. Grayner, S. E. Grayner Engineering QV,rjFES I0U Iq 6o N A m -09 �9l lA 1CT1IPP F 0.F 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 Imperial Irrigation District Power Department — Underground/Service Inspection CLIENT: CONTRACTOR: PROJECT NO.: NETWORK NO.: CSP NO.: JOB LOCATION: PASS FAIL TRENCH: ❑ ❑ PRIMARY ❑ ❑ SECONDARY ❑ SERVICE CONDUIT: ❑ ❑ PRIMARY ❑ ❑ SECONDARY SERVICE MANDREL: ❑ ❑ PRIMARY ❑ ❑ SECONDARY ❑ ❑ SERVICE PASS FAIL K- 7442 VAULT: ❑ ❑ STANDARD ❑ ❑ SECTOR ❑ ❑ SWITCH GROUNDS: ❑ ❑ PAD ❑ ❑ SECTOR ❑ ❑ VAULT PAD: ❑ ❑ PULLBOX: ❑ ❑ OTHER: 0 PHOTO/s AVAILABLE: ❑ YES ❑ NO NOTES: E r A K Imperial Irrigation District — Power Construction Management _ IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 r -HER" CALIFORNIA a TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00434 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: rj?2Z,60z1P P.O. NO.: C X PL NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑X ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA/OSHPDFILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJECT ADDRESS PERMR NO.: PLAN FILL NO.: 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 6100 B ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, DATE: 1/06/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 6100. *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 I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in -cordance The _ ICC #5077516-10 with the requirements of the OSHPD approved documents. work Inspected the OSHPD documents. plies with approved ..:0 No:= Inspector Initials: N/A INSIGNATURE REGISTRATION N0, 1 DSA I hereby certify that I have inspected the above reported work in accordance with the 1/06/2009 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 Iles with the DSA approved documents. Initials: N/A 'signature authorizes the above work Yes:�No: Inspector scsa7205REV 7Po8 C �E"" CALIFORNIA 4 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. : 00447 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: 0822004P P.O. NO.: C I 91 F PL NC FFIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0, C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rl PROACT TITLE PHASE #: MA IOSHPD FILE NO.: MA APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJE ADDRESS MR NO.: .. 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT. ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 6100 B MATERIAL CLASSIFICATION: FONTANA WLCASEAL #30 ASTM D-226 TYPE 11, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 1/9/2009 TIME ARRIVED: TIME DEPARTED: FDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 5200 B. or 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. PUNCH LIST ITEMS ARE LISTED BELOW. *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 ACTORSATURE nrdance with the requirements of the OSHPO approved documents. The work Inspected ICC #5077516-10 lies with the OSHPD approved documents. ...= No:O Inspector Initials: N/A REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work In accordance with the 1/9/2009 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS I11TE accordance with the requirements of the DSA approved documents. The work Inspected SIGNATURE com lies with the DSA approved documents. = Inspector Initials: N/A signatum aufhonzes Me above work Yes: No: scsnrz05 REV 2106 `TERN C-FORNIA '. TE6TING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00332 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 PI L N� F�X PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING a C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 PROJECT TITLE: PHASE#: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJECTADORESS 47-795 DUNE PALMS ROAD PERMIT NO.: •• 07-3249 LA QUINTA ARCHITECT- INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 6100 B MATERIAL CLASSIWATION; 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: 11/13/2008 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. LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3 "-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6"-8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC 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 -^cordance with the requirements of the OSHPD approved documents. The work Inspected ' lI'ies—w—ith the OSHPD approved documents. ':U No:= Inspector Initials: N/A CTORS TORE REGISTRATION NO, �= DSA I hereby certify that I have inspected the above reported work in accordance with the 11/13/2008 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 lies with the DSA approved documents. Yes :No: Q Inspector Initials: N/A •silgnature aulhwizes the above work scsll,T205REv2ft ?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: P.O. NO.: �� PL NC FIX MW. 00287 0822004P PAGE I nF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE © ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6100B N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 6100 B MATERIALCLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 10/27/2008 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. UPER LEVEL OF LATH NOT INSTALLED STILL IN PROGRESS. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in Compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 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 L` es with the OSHPD approved documents. ,Yes:= No:= Inspector Initials: N/A ICC #5077516-10 SPECTORS SIGNATURE REGISTRATION NO. DSA 1 hereby certify that 1 have inspected the above reported work in accordance with the 10/27/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDEMS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCS&T 205 REV 2106 SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 5 �i' 3 9' 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 'T SCS&T FILE NO. P.O. NO.- C PL NC I I - FFx I PAGE_ OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE Ll ROOFING WATERPROOFING ❑ P.T. CONCRETE / STRESS F] EPDXY ANCHORS El H.S. BOLTING El PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APR NO.. PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR:. LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: fi DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: tv ot A(� P 7, P.E. REVIEW: UBq by certify that I have inspected the above reported work. Unless noted otherwise, the vVN6.-,spected is to the best -of my knowledge in compliance with the approved plans, cifications 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 REV 2106 SOIL B TESTING, INC. �Ti 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. C 1771 PL NC I FIX PAGE J OF :IELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING ] Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ l` 'ROJECT TITLE: _ PHASE #: DSA FILE NO.: DSA APP. NO.: l ;� �=1 , ! 'ROJECT ADDRESS L,._i �) �! Ln :•S _�' I F. (•, 't f�'t t> PERMIT NO.: r. �..7 �- '� � PLAN FILE NO.: f ;�� f�'f .�' .+ .- .� 4:+( �,i j"�/ iRCHITECT: r•) 'C.?;'/E. ENGINEER: ;ENERAL CONTRACTOR: i SUB CONTRACTOR: r S l 4 OCATION OF WORK INSPECTED: f , ,AATERIAL CLASSIFICATION: V0..- R `: � �: � j'✓ x ti : ti t,_ .q± 1-'• - . I,rIN L•� ..� f/1. i1 �. l i � )j{ t 21, 7O' )ATE DESCRIPTION F WORK INSPECTED: TIME ARRIVED: 't TIME DEPARTED: •'`r ( 1'j A (,. if i r ti ��rf i .al ? : i /i T. _;, `' r" ;r' . " • .'1-� s . `;5 n,. ^•,J j�J I �/` i{ i� y,..'r., �FjV>;.:��>r i oO�f!ar . •^V't �- l!.� .'lr.. �L f+ ., t {{ AA '1 .J - .A :�3�. i+�J �... �� �� �' v Y7! fr.`• rv�- . .L- '— ` �` ` �:� '' , i ; :".~• r`„,t! i �' %r ,�.. �'� +•' fV .+ .�1 !.;t. ,ham• ru'' tit P.E. REVIEW: UBC 1 'y certify that I have inspected the above reported work. Unless noted otherwise, Jae wcli pected Is to the best of my knowledge in compliance with the approved plans, _ -• _ ,f. - _ .. ,ifications and applicable sections of the governing building laws. ! „•..,�ector Initials r - INSPECTORS SIGNATURE '• REGISTRATION NO. DSA I hereby certify that 1 have inspected the above reported work in accordance with the , .2 a „, , Jr) . :� • t 1 " " "`"" 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 Ref 2ro6 -1 SOIL & TESTING, 2 - SOUTHERN CALIFORNIA SOIL & TESTING, INC. 5 "11 G 2 a C-1 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 •Phone (619) 280-4321 Fax (619) 280-4717 C 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.: 0 P.O. NO.: C PL NC I F—Fix PAGE OF FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING r-i Q. C. CONCRETE El ROOFING/ WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED. MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: -.7 (21 C: S, J A, V V P.E. REVIEW: K UB reby certify that I have inspected the above reported work. Unless noted otherwise, inspected is to the best of my knowledge in compliance With the approved plans, "Cifications and applicable sections of the governing building laws. 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 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: 5 SCS&T 205 REV 2106 r 4 IN CALIFORNIA 5 rESTING.INc. MWEIA SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00268 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 290-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: P� NC I I FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE#: DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: •• 07-3249 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 6100 B MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE` 9/30/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 6100 B. *GENERAL 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 1". 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. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in Compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. M.W. Inspector Initials: OSHPD I hereby certify that I have document the abweand reported woin accordance with the '7 uirements of OSHPD approved documents. Sampling and testingwere conducted in ordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-] 0 'plies with the OSHPD approved documents. NSA Vas:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work in accordance with the 9/30/2008 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 cam It with the DSA approved documents. NSA No: = Inspector Initials: 'signature authorizes the above work ScsaT 205 Rev 1116 Yes. ERN CA FORNM . TE.SI"ING. ,NC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW 00224 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 290-4717 lvl Vy 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 A I PL NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE /STRESS ❑ EPDXY ANCHORS ❑ H.S. soLnNG ®SHEAR NAIL PROJECT TITLE: PHASE #: MA IOSHM FILE NO.: DM APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJEC ADDRESS PERMIT NO.: •• 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 6100B MATERIAL C IFlCA 0 : 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/11/2008 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 6100 (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5B-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1 /2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL, S 1.513-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5B-2 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINE 16 B-D MISSING #6 SHEAR PANEL AND SDS SCREWS AT 12" O.C. AS PER S1.5B-5. *GRID LINE 12 A-F MISSING #6 SHEAR PANEL AND SDS SCREWS AT 12" O.C. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CIS 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 1 have inspected the above reported work in accordance with the --quirements of OSHPD approved documents. Sampling and testing were conducted in /f/ /`�� ICC #5077510-10 !/ ordance with the requirements of the OSHPD approved documents. The work inspected ,plies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: mpEGTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 9/1 1 /2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected com lies with the DSA approved documents. N/A = Inspector lniGals: *signature authorizes the above work SCS&TW5 REV 2ma Y. No: ERN `rING, INC. . TESTING, . SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00204 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: 1 `' 1RI PL I NC I FIX PAGE 1 OF. FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ❑ ROOFING / WATERPROOFING U p.T. CONCRETE /STRESS Q EPDXY ANCHORS [] H S. BOLTING ® SHEAR NAIL PROJECT TITLE: PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJECT ADDRESS PERMfT NO.: .. 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 6100 B MATERXCLASSIFICATIOW. EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378,1/2"-3/411 ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/04/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEESMIC HOLD DOWN SYSTEM FOR THE SECOND FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *EARTHBOUND NOT TO BE ACTIVATED UNTIL ROOF TILE ARE LOADED. **NOTE- PUNCH LIST ITEM LISTED ON MY REPORT FROM 9/03/2008 ON BUILDING 5100 EARTHBOUND WAS CORRECTED AS REQUESTED. EARTHBOUND ASSEMBLY IS COMPLETE, HOWEVER THE ROOF NEEDS TO BE LOADED PRIOR TO ACTIVATION. 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 I have inspected the above reported work in accordance wiPth the Tuirements of OSHD approved documents. Sampling and testing were conducted in with the requirements of the OSHPD approved documents. The work inspected ICC #50775 i 6-i 0 YIrdance i lies with the OSHPO approved documents. es:" No:= Inspector Initials: Nco INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work M accordance with tha 9/04/2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected corn les with the DSA approved documents. = Inspector Initials: N/A signature authorrces #le above work SCS&T26 REV THI6 Yes: No: I( IERN CALIFORNIA L TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00198 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 rm-WAMM-I NC FIX P.O. NO PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CS C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE /STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING © DIAPHRAM NL PROJECTTITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT; ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORT( INSPECTED: BUILDING 6100 B MATERIAL CAASSIFICAT ON: 19/32" STR 1 APA RATED O.S.B. 10D FASTENERS(ROOF SHEATHING), 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS, 15/32" O.S.B. STR 1 (SHEAR WALLS) 10D COMMON NAILS DATE. 8/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 5200 B. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN 1 OD @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the goveming building laws. . MILES WOODARD Inspector Initials: M.W . OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the 'quirements 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 .,plies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE fREGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 8/29/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE DATE com Iles with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the stave "rock SCS&TM5 REV 2M TERN CAUFORNIA &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 C PL SCS&T FILE NO: P.O. NO.: MW: 00183 0822004P NC Fix PAGE 1 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 FXJ SHEAR NAIL PROJECT TITLE: PHASE M DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 6100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN HLt NU.: 47-795 DUNE PALMS ROAD 07-3249 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 6100 B MATERIAL CLASSIFICATION: 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/25/2008 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 6100 B (IN PROGRESS). ,jENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.511-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S 1.5B-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5B-2 AS WELL.PUNCH LIST ITEMS ARE LISTED BELOW AND ARE MARKED IN ORANGE PAINT. **PUNCH LIST** *LINE F-20 AND F-13 MISSING ST6224. *LINE D 15-18 NEED SDS SCREWS AT BLOCKS UNDER STAIRWAY BALCONY AS PER S-3B-13. *LINE F 6-8 ADD LTP4 AT 8" O.C. AS PER S1.5B-5 SCHEDULE. *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. / OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the -quirements of OSHPD approved documents. Sampling and testing were conducted in /%� ICC #5077516-10 I ordance with the requirements of the OSHPD approved documents. The work inspected ✓ . nplies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A IMP ORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 8/25/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes Me above work ScsaT 205 REV 2A15 Certificate of Occupancy 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 # 6100) Use classification: APARTMENTS Building Permit No.: 07-3249 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G Building Official IN A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009