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07-3231 (MFD5)4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 922.53 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 1/25/08 Application Number: 07-00003231 Owner: Property Address: 47795 DUNE PALMS RD COACHELLA. VALLEY HOUSING COALI APN`. 600-020-030- - - 45701 MONROE ST 1-G Application description: DWELLING 5 OR MORE FAMILY INDIO, CA 92201 , n Property Zoning: REGIONAL COMMERCIAL IJ Application valuation: 546754 j Applicant: Architect or Engineer: Cie N) 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 License is in full force and effect. License lass: B' License No.: 396120 ate: �1►� � ntractor:�- - �� dpi 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 Coder Any city or, county that requires:a permit to construct, alter,: improve, demolish,or repairany structure, prior to, its issuance; also requires the applicant for the permit to file a signed statement that he or she is licensed, pursuant to the provisions of the Contractor's State License Law°(Chapter 9 (commencing with Section 7000) of Division 3 of the. Business and Professions Code) or that heorsheds exempt 'therefrom and: the basivfor the alleged. exemption. Any viblation.of Section 7031..5 by any applicant for a permit subjects the applicant to a civil penalty of notmore than five hundred dollars ($500).: as :owner of the property; or my employees with wages,as their sole compensation, will clothe work, and 'the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves (hereon, 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-twilder'will have the burden of proving that he or she did not build or improve :for the purpose of sale. I. 1 I, as owner of theproperty, am exclusively contracting with licensed'contractbrs to,construct thezproject (Sec. 7044, Business and ProfessionsCode: The Contractors' State:License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the'Contractors' State License Law:). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING. AGENCY I hereby affirm under penalty of perjury that there is a construction lending ageneyfor,the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's,Name: _ Lender's Address: P1 K LQPERMIT Contractor: U JAN 25 2008 BROWN CONSTRUCTION, INC. C17YOFLAQ(II�/ Po sox 980700 FINANCE DEPT: WEST SARAMENTO, CA 95798 (.916)373=9300 Lic. No.: 396120 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following .declarations: I have and will maintain a certificate of consent mself-insure for workers' compensation, as provided for by Section 3760 of the,Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensationinsurance, 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 certify that, intheperformance of the work for which this permit is issued, I shall not employ any person in any manner so as tobecome 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��,Il,fort�hwithply with those provisions. �Z�1� pplica 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 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR -IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. APPLICANT ACKNOWLEDGEMENT. IMPORTANT Application is hereby made tothe .Director of Building and Safety for a. permit subject to the conditions and.restrictions.set .forth on this application. 1 . Each,person upon whose behalf this application is made, each person at whose request and for whoserbenefitwork ,is performedvnder or pursuant to any permit issued as.a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being - performed under or following issuance of this permit. 2. Any permit issued as, a result of this application becomes, null and void if work is not: commenced within 180 days from;date',of'issuance of such permit, or cessation of work for 180 days will subject permit, to cancellation. I certify that) have read this°application andstate that the above information is correct. I agree to comply with.all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of/this/c,ounty enter upon the above-mentioned,wa I - mspec n purposes. atr4 e: � Si re (Applicant or Agent): 1 Applitation Number . . . . . 07-00003231 St-ructure Information 8,823SF (TYPE: C-3]/V-1HR/RES-1/6-DU Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 18:00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE,SQ_ FTG 99.00 PATIO SQ FTG 1351..00 NUMBER OF UNITS 6.00 1ST FLOOR SQUARE FOOTAGE 2439..00 2ND FLOOR SQUARE FOOTAGE 2467:00 3RD FLOOR SQUARE'FOOTAGE 2467.00 Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 2180.50 Plan Check Fee 1417.33 Issue Date . . . . Valuation . . . . 546754 Expiration Date 7/23/08. Qty Unit Charge Per Extension BASE FEE 2039.50 47.00 3.0000 THOU BLDG 5.00,001-1,000;000 141.00 Permit . . . MECHANICAL Additional desc . . Permit Fee 213..00 Plan Check Fee 53.25 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 6.,00 9.0000 EA MECH B%C <=3HP/1008 BTU 54..00 12..00 6.5000 EA MECH VENT FAN 78.00 6.00 6..50,00 EA MECH EXHAUST HOOD 39.00 Permit . . ELEC-NEW RESIDENTIAL Additional desc:. Permit Fee . . . . 238.17 Plan Check Fee 59.5.4 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/21/08 Qty Unit Charge Per. Extension BASE FEE 15.0'0 7373.0.0 .030.0 ELEC NEW RES - MULTI FAMILY 221.1-9 LQPERMIT Application Number . . . . . 07-00003231 Permit . .. . . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 99.0.0 .0200 ELEC GARAGE OR NON-RESIDENTIAL -------------------------------------------------------------------------------- 1.98 Permit PLUMBING Additional desc . Permit Fee . . . . 525.00 P1an.Check Fee 131.25 Issue Date . . . . Valuation . . . . 0 Expiration.Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.60 54.00 6.0000 EA PLB FIXTURE 324.0.0 1.00 15.0'000 EA PLB BUILDING SEWER 15.00 6.00 7.5000 EA PLB WATER HEATER/VENT 45.00 6.00 3.0000 .EA PLB WATER INST./ALT/REP 18.00 1.00 9.0000 EA _PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00 6.00 15.0000 EA PLB GAS METER 90.0.0 Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee Go Issue Date Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 ----------------------------------------------------------------------- Special Notes and Comments 8,823SF [TYPE:C=3]/V-IHR/RES-1/6-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [3S,TORIES/42,000SF MAX] THIS PERMIT DOES NOT 'INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES: 2.001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. [BUILDING.: 2400 - TYPE: C-31 December 28, 2007 12:41:19 PM AORTEGA ------------ ---------------------------------- Other Fees . . . . . ACCESSIBILITY PLAN REVIEW_ 141.73 ART IN PUBLIC PLACES -RES 866.88 DIF COMMUNITY CENTERS -RES 438.00 DIF CIVIC CENTER = RES 1374-00 ENERGY REVIEW FEE 14.1.73 Application Number . . . . . 07-00003231 ------------------------------------------------------------------ Other Fees . . . . . . . . . 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 54.67 DIF STREET MAINT FAC -RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary Charged Paid Credited Due Permit Fee Total 3171.67 .00 .00 3171.67 Plan Check Total 1661.37 .00 .00 1661.37 Other Fee Total 17675.01 .00 .00 .17675.01 Grand Total 22.508.05 .00 .00 22508.05 LQPERMIT VI I Y Ur LA UUINTA UILDING & SAFETY DEPARTMENT y F c� (760) 777-7012 INSPECTION REQUEST LINE (760) 777-7153 Qwrl�r _ SING COALITION on 'act r BR1j CONSTRUCTION � 7-3231 POST -ON -JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS_ 47-795 DUNE, PALMS ROAD 8,823SF [TYPE:C-3]/V-IHR/RES-1/6-UNITS - 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 2400 - TYPE: C-31 TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE 14 U/G ELECTRICAL / GROUNDING FOOTINGS / STEE CONCRETE SLAB DO NOT POUR CONCRETE UNTIL BOVE SIGN ROOF NAIL / PRE -ROOF 17 OKAY TO WRAP p S FRAMING COMBINATION ROUGH ELECTRIC p• ROUGH PLUMBING ROUGH MECHANICAL INSULATION �( • Q I:UVtH NU WURK UNTIL ARnVF SIrNFII INTERIOR GYP. BD. (DRYWALL) ♦ p EXTERIOR LATH n. GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC GREASE INTERCEPTOR I I MASONRY INSPECTIONS i FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G GAS U/G ELECTRICAL PRE -PLASTER ALARMS / BARRIERS FINAL INSPECTIONS Ot TEMP. USE OF PERMANENT POWE p ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. I 2 FINAL / BOB COMPLETED ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING glo",43 zap-®� �• ��� �.�: 4.7 Gam. • o P Z't �vd use ld-s¢®g 2-7 Riverside County Fire Department Fire Protection Planning Section C Riverside Office: 2300 Market St.. Ste 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Mumeta Office: 39493 Los Alamos Rd., Ste A. Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77.933 Las Montanas Rd., n 201 Palm Desert, CA 92211-41 31 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date:To: LJ Z I Fax: Tract/Parcel Map #: jA —U— gyp— 10q Permit/Lot #: L 0 6 t4 Z y Job Site Address: 1 -1�5 �,� ne Pd It, 1. 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. N ( t orizing Signature For Release i , sio ;7� Print Name Form C — Revised 8/27/2009 k--kJiN 1 P t-k, 1 vtc J iv1A 1 r MA.0 A 1 1 t_LKIlk 1t_;AI E NOR ABOVEGROUND PIPING Factory Additional copies of this form are available to insured from: Loss Prevention Publications - Training Resource Center Mutual System actory Mutual Engineering and Research. 1151 Boston -Providence Turnpike, P.O. Box 9102. Norwood MA 01061 PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. efects shall be corrected and system left in service before contractor's personnel finally leave the job. All 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 aDDroving nwhnritv'c ram,irrmantc PROPERTY NAME: La Quinta Dune Palms Nei hborhood Vu JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta Ca PLANS ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 INSTALLATION CONFORMS TO ACCEPTED PLANS ITS X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) YES X I NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON YES X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building C-3 2400 SPRINKLERS MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-II 2008 1/2" 52 1600 Pendent TY-FRB 2008 1/2" 8 2000 ILL I PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD ITS X NO FITTINGS CONFORM TO NFPA #13 STANDARD YES X I NO ALARM VALVE OR FLOW INDICATOR ALARM DEVICE TIME MAxoduM ME TO OPERATE THROUGH TEST PIPE TYPE MAKE MODEL MIN. SEC. WATERFLOW SWITCH POTTER VSR-F 0 60 DRY PIPE OPERATING TEST DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT.. ALARM OPER• ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. MIN. I SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: k-_ OPERATION PNEUMATIC ELECTRIC I HYDRAULIC 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 PREAATION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO, EXPLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES MIN. SEC. +_NO 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 WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PSI UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND YES NO 1 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 D 10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE W'ITFi THE REQUIREMENTS OF AT LEAST AWS D10.9. LEVEL AR-3? DO YOU CERTIFY THAT VA'ELDING 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 WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAI., FIRE SYSTEMS. INC. TESTS WITNESSED BY FO 4PROPE Y OWNER (Signed) TITLE DATE e SIGNATURES (/ F INST "ONT ed) TITLE DATE Om�efl_ ADDITIONAL EXPLANA IOI� D E . 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 1 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 Bcltt Hc)rr Drive E RAN(HO MIRA(;C cj L'ALHURVIA M 92270 7(.(1_ 1)11_q\11 e 7MI-;"):_7\QI PNY wwa v XACA("(iilir.ir;I\i(" rna.i Ms. Amy Yu, Engineering Assistant II Page Two December 24, 2007 Building # Plan Field Difference 7200 B 52.2 52.1 -0.1 8100 C 53.8 53.8 +0.0 8200 C 54.0 54.0 +0.0 8300 C 54.9 54.9 +0.0 8400 C 55.5 55.5 +0.0 0100 D 54.8 54.8 +0.0 1100 B 55.3 55.3 +0.0 1200 C 55.8 55.8 +0.0 If you have any questions, please contact our office. Very truly yours, Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth /�NPL LANp 611 sG\ �G CHARLES R. �. HARRIS o Exp: 12/31 /07 No. 4989 �T OF CA 34200 BOB Iio i,L DRIVE RANCHO N11RAGF L CAI ITORNIA L 92270 7AA-2-)fl-URI I - 7A(1_s-);-7RQZ PAv n xvw\ai NICACnNcinT1w:lNr none April 16, 2008 Ms. Amy Yu 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 2100A and 2400C Dear Amy: This letter is to verify that the locations and elevations of the building forms for Buildings 2100A and 2400C 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 2100A 61.00 61.00 +0.00 Building 2400C 59.90 59.90 +0.00 If you have any questions, please contact our office. Very truly yours, Anthony Maddox, PILS 5476 Senior Survey Analyst ADM:tt EC: Mike Troth 4��RL LAND ANT NY D. (Z) MADDpX No, 5476 Exp. 9-30-08 34200 BoB Rom DR.ivE ® RANCHO MIRAGE IN CALIFORNIA N 92270 GRUNERENGINEERING STRUCTURAL ENGINEERING City of La Quinta Building Depalrtment 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: 2400 Building Official: September 4, 2008 As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, George H. Grayner, S. E. Grayner Engineering .1 / IU ep,OFESSI � �' O Fy ti 1 o 1809 9 m CC Exp. 30-09 --v OF0V�`�oQ��� C A1. 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 SOUTHERN CA FOMM SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00385 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C+ PL NC I F� PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rl PROJECT TITLE PHASE# DSA /OSHPDFILE NO.: OSAAPP. NO.: DUNE PALMS BLDG 2400 N/A N/A PROJECTADDRF.SS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3231 :LA QUINTA ARCHITECT: EWNEER- INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2400 C-3 MATERL&CUMIfFrATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 12/9/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE REPAIRS FOR THE PUNCH LIST ITEMS ON THE FINISHED ROOF ASSEMBLY. `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. **NOTE- PUNCH LIST ITEMS LISTED ON MY REPORT FROM 12/5/2008 WERE CORRECTED AS REQUESTED. AN ADDITIONAL COARSE OF TILE WAS INSTALLED TO PREVENT OVEREXPOSURE OF TILE. ALL NAIL PENETRATIONS WERE SEALED WITH MASTIC AS WELL. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, WSPECTORS 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 inW.M93PECTORS accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. N/A Yes:= No:Q Inspector Initials: RE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 12/9/2008 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 cem les with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature aufh mes the above work SCSBT 205 REV 2/06 SOUTHERN CALIFORNIA SOIL a TE5TN6, INC. C 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 T-FPL SCSBT FILE NO: MW; 00379 0822004P P.O. NO.: NC FIX PAGE 1 OF 1 - I w- FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING i O. C. CONCRETE in ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ KS. BOLTING ❑ PRDJECTTIRE: PHASE#: OSA IOSHPO RLE NO.: MA APP. NO.: DUNE PALMS BLDG 2400 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMR NO.: •� 07-3231 LA QUINTA ARDirrECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2400 C-3 FONTANA VULCASEAL #30 ASTM D-226 TYPE 11, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 12/5/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 2400 C-3. *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. A FEW MINOR REPAIRS LISTED BELOW NEED TO BE COMPLETED. **PUNCH LIST** *TILE ARE OVEREXPOSED AT THE RIDGE, ADD AN ADDITIONAL COARSE OF TILE TO COVER FASTENERS AND PREVENT WATER INTRUSION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN ITEMS LISTED. CBC I hereby certify that I have inspected the above reported work. Unless noted othenvise, INSPECTORS NAME: (Prktbd) 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,ES 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 accordance with the requirements of the OSHPD approved documents. The work Inspected v� complies with the OSHPD approved documents. Yes: No= inspector Initials: N/A KSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 12/5/2008 requirements of DSA approved documents. Sampling and testing were conducted In with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATEaccordance complies with the DSA approved documents. N/A Yes: No: Inspector Initials: -wonah" mAwrhea tire above work steerms REV 2W ¢ SOIL B TESTING, INC SOUTHERN CALIFORNIA SOIL & TESTING INC.. O 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 4 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 PL NC F FIX PAGE OF/ FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING ❑ Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ ' , , PROJECT TITLE: PHASE #: DSA FILE NO.: A ; DSA APP. NO.j�, PROJECT ADDRESS r of ` ikj. t✓T PERMIT NO.: r. ., v j C1 7 3- 1 PLAN FILE NO.: JI t ,q ;,; :! J ;-";.: IV, I . ARCHITECT: ^' ENGINEER:CA GENERAL CONTRACTOR: } SUB CONTRACTOR: r LOCATION OF WORK INSPECTED: LK MATERIAL CLASSIFICATION: 7 DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: L v, I A/ A +.. `S s I fn j,6ti ./ flip •'✓ ti Lizo L J (J1 t C - P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, tha work inspected Is to the best of my knowledge in compliance with the approved plans, ^s;J ;ifications and applicable sections of the governing building laws. ,pector Initials INSPECTORS SIGNATU�RE% REGISTRATION NO. "IJSA 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....,.` s­.r,-* - DATE complies with the DSA approved documents. -signature authorizes the above work Yes: No: Inspector Initials: Scs&T 205 REV 2/O SOUTHERN C-ORNIA SON_ 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00261 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c I A1 PL NCi fix PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING [I FIREPROOFING Q C.CONCRETE 10 ROOFING/WATERPROOFING I--] PT CONCRETE/STRESS EPDXYANCHORS [] H&BOLTINGI-1 PROECT ME, PHASE * M IOSHPD FILE ND.: MAPP. No.: DUNE PALMS BLDG 2400 N/A N/A PROJECT ADDRESS PERMIT NO.: FIM FILE NIJ- 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENEW CONTRACMFL, SUB CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WOW INSPECTED: BUILDING 2400 C3 PELLA FJBERGLASS WINDOWS,12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/26/2008 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". RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT.TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. * WINDOWS WERE REPAIRED AS REQUESTED BY THE ARCHITECT. TWO BUTTERFLY S OF MFM SUBSEAL WERE PLACED IN THE UPPER CORNERS OF THE RECESSED WINDOWS. A NEW HEAD FLASHING OF 12" MOISTOP WAS INSTALLED OVER THE MFM SUBSEAL. TWO STRIPS OF THE PELLA BUTYL TAPE WAS INSTALLED AT THE JAMBS OVER THE MOISTOP IN WEATHERBOARD FASHION. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. ** NOTE- DOOR PANS AT EAST FACING BALCONY'S NEED TO LAP ONTO THE BALCONY DECKS 4" TO WATERPROOF. CBC t hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (PrIMatO P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the 7 requirements of OSHPD approved documents. Sampling and testing were conducted a ICC #5077516- i 0 accordance with the requirements of the OSHPD approved documents. The work inspected �C� complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A IN ECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work In accordance with the 9/26/2008 of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS SIGNATURE DATE cordance with the requirements of the DSA approved documents. The work inspected Lrequirements, rn lies with the DSA approved documents. Inspector Initials: N/A *signature authorizes the above work s:�No: SCS&T 205 REV v0s SOUTHERN CAUFORNIA SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL &. TESTING, INC. MW: 00228 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 SCSBT FILE NO: 0822004P P.O. NO.: C I �� PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑C ROOFING / WATERPROOFING ❑ P.T. CONCRETE] STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING 0 PROJECTTRLE PHASEfi: MA IOSHPD FILE NO.: DSAAPP.NO.: DUNE PALMS BLDG 2400 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCHITECT. ENGINEER INTERACTIVE DESIGN GRAYNER GENERALCONIRACTOR: SUBCONTRACTOR BROWN GUY EVANS/ CALIFORNU PLASTERING LOCATION OF WORK INSPECTED: BUILDING 24M C3 MATERIAL . PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS) ON THE FIRST AND SECOND FLOOR. * WINDOWS WERE REPAIRED AS REQUESTED BY THE ARCHITECT. TWO BUTTERFLY'S OF MFM SUBSEAL WERE PLACED IN THE UPPER CORNERS OF THE RECESSED WINDOWS. A NEW HEAD FLASHING OF 12" MOISTOP WAS INSTALLED OVER THE MFM SUBSEAL. TWO STRIPS OF THE PELLA BUTYL TAPE WAS INSTALLED AT THE JAMBS OVER THE MOISTOP IN WEATHERBOARD FASHION. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW 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 �� accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077510-10 complies with the OSHPD approved documents. Yes:O No:= Inspector Initials: N/A INSPECTORS S1GNkTl'ITE REGISTRATION NO, A DSI hereby certify that I have inspected the above reported work in accordance with the 9/12/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE GATE accordance with the requirements of the DSA approved documents. The work inspected com lies with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above work Yes:�No: SCS87205ItEV?PoB SOUTIIERN CALIFORNIA SOIL S TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00200 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: P.O. NO 0822004P TTr PL NC I PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CiC.CONCRETE ROOFING/WATERPROOFING ❑ P.T.CONCRMISTRESS ❑ EPMANGHORS ❑ H.S.BUTINGn PROJECTTRLE: P-KA-% : DSAIOSNIPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2400 N/A N/A PROJECT ADDRESS PERMIT NO. .. 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCNITTCT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2400 C3 ROOF TILE PROGRESS LIATERIN. CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 9/03/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 2400 C3. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) 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 SEALEDWITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. 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 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 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 complies with the OSHPD approved documents. ' Yes:= No:= Inspector Initials: N/A SIgNpTd� REGISTRATION NO, OSA i hereby certify that i +rave inspected the above reported work in accordance with the 9/03/2008 quirements of DSA approved documents. Sampling and testing were conducted in 'SUPNTENDENTS DATE 'SUPERINTENDENTScordance with the requirements of the DSA approved documents. The work inspected SIGNATURE 1-r-y" rnlies with the DSApproved documents. NSA aulhonzes efrove work s: No: Inspector Initials: SCUT2W REV you SOUTHERN CA FORNM SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 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: P.O. NO.. C PL NC FIX MW: 00192 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING T1 C. CONCRETE 0 ROOFING / WATERPROOFING 0 P.T. cDNCRETE/STRESS 0 EPDXY ANCHORS ❑ H.s WUING ® SHEAR NAIL PROJEC77n PHASEi: DSAIOSHPDFILENO.: DSA APP. NO.: DUNE PALMS BLDG 2400 N/A N/A PROJECT ADDRESS PERMIT NQ: 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCHRECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR. SUBCONTRACTOR BROWN TONE FRAMING LOCATION OF WORK INSPECTM: BUILDING 2400 C3 EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 8/28/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEESMIC HOLD DOWN SYSTEM FOR THE THIRD FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-1" 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. *PUNCH LIST ITEMS ON THE EARTHBOUND HOLDOWN SYSTEM FROM PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. THE 3/4" IMP 216 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 7/8" IMP 217 AT A- 15. AS PER RFI #358. 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 accordance with the requirements of the OSHPD approved documents. The work inspected _ �/ complies with the OSHPO approved documents. Yes:= No:= Inspector Initials: N/A TRATI PECTORS SIGNATURE REGISON N0, O$A I hereby certify that 11have inspected the above reported work in accordance with the 8/28/2008 requirements of DSA approved documents. Sampling and testing were Conducted in 'SUPERINTENDENTS SIGNATURE D47E accordance with the requirements of the DSA approved documents. The work inspected Complies with the DSA approved documents. Q Inspector Initials: N/A slgnafure authorizes the above work Yes: No: g�S;T 205 REV 2PD5 SOUTHERN CALIFORNIA SOIL a 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 F-c-1-91 PL NC I I FIX SCS&T FILE NO: P.O. NO.: MW: 00186 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE Q ROOFING / WATERPROOFING P.L CONCRETE /STRESS Q EPDXY ANCHORS Q H.S. BOLTING © SHEAR NAIL PROJECTTRLE: P_HA SEP. DSA IOSHPDFILE NO.; DSA APP. NO.: OULE 9l -C BLDG 2400 N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 2400 C3 MATERIALCLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 8/26/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM IN PROGRESS FOR THE THIRD FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2"-1" ALL THREAD WERE COUPLED WITH BRIDGE TREMMERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. **PUNCH LIST** *GRID LINE B- 5.6, MISSING 3/4" EARTHBOUND ALL THREAD AND SLACK JACK DEVICE. 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-z� requirements of OSHPD approved documents. Sampling and testing were conducted in � ICC #50775i6-i0 accordance with the requirements of the OSHPD approved documents. The work inspected r complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A 1111SPECTORSSIGNATURE REGISTRATION NO, OSA I hereby certify that I have inspected the above reported work in accordance with the 8/26/2008 of DSA approved documents. Sampling and testing were Conducted in 'SUPERINR7JDENTS SIGNATURE DATE ccordance with the requirements of the DSA approved documents. The work inspected Lrequirements orn lieswith the DSA approved documents.es:�No:= N/A 'signatureaulhorizestheabovework scsar2asREV xme Inspectorinitials: SOUTHERN CALIFORNIA S OIL & TESTING, INC. MG. 000102 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.: C PL I NC 1 1 PAN 1 of 1 FIELD 0fSPECTION i*P= FOR ❑ wIFmm WNCREm ❑ REINFORCED MASONRY ❑ %sow ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ PT. CONCRETE/ STRESS ® EPDXY MNCHORS ❑ H.S BOLm n FftD TTM PFNSE# DSAJMWDFUNW MAAPPJM DUNE PALMS N/A N/A N/A PROWADORM 47795 DUNE PALMS RD. 07-3231, 07-3241, 07-3238 N/A ARCI6IECT IIVTERACTIVE DESIGN ENGINEER GRAYNER GENEW COMnACTOk sus CONTRACTOR BROWN SDR LOCA701 OF WORK DISPECTM. BLDG 2400 (C31 3100 C & 3200 0 5/8" 3/4" & 7/8" ALL THREAD & HILTI HY -150 EXP 01-2009 GATE: 08-25-2008 'nMEAFIRMED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: 1100AM 230PM ONSITE AS REQUESTED TO PROVIDE INSPECTION OF DRILLED EPDXY ALL -THREAD. HOLES WERE DRILLED 1/8" LARGER IN DIAMETER THAN ROD BEING PLACID TO A DEPTH OF 20". HOLES WERE CLEANED USING COMPRESSED AIR AND NYLON BRUSH. RODS WERE PLACED IN A TWISTING FASHION USING HILTI HY -150. THIS WORK PLACE @ THE FOLLOWING LOCATIONS: �BLDG 2400 IMP 217 (7/8") @ 15 & A LINE M216(3/4")@5.5&BLINE PHD2 (518") @ 15.3 & H LINE . BLDG 3100 M 217 (7/8") @ 15 & A 1WP216(3/4")@5.5&B BLDG 3200 M 217 (7/8") @ 15 & A IMP 216 (3/4") @ 5.5 & B THIS WORK WAS IN GENERAL CONFORMANCE WITH PLANS, RFIS, AND SPECS. END REPORT. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in eompianee with the approved plans, KA11Ee(Prdtb4 ME REVIm specifications and applicable sections tithe governing building laws. M. GERINUNSKY Inspector Initials: MG OSHPD I hereby cert4 that I have inspected the above reported work in accordance with the requirements of 0SHPD approved doc rnerrts. Sampling and testing were conducted in Z accordance with the requirerents of the 0SHPD approved doctanents. The work inspected 5274303-49 complies with the 05HPP0 approved documents (-= No= lnspector Initials: N/A I S A REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the 08-25-2008 regwremertS Of DSA approved documents_ Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected SIWTIRtE DATE cornphes with the DSA approved doa"nertts. Yes No Q Inspector IfetdS: N/A 'sonatroe authorizes the above worts SCSBT 205 REV 286 5°" s TEST'"`. INC. SOUTHERN" : ALIFORNIA SOIL & TEXTINCY,INC. 84087 0 Z 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.: P.O. NO.- C ' PL NC FIX PAGE OF t FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY [GELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PRO' CT TITLE: - PHASE #: DSA FILE NO.: DSA APP. NO.: �. 3�;t q f Ttt PROJECT ADDRESq PERMIT NO.: PLAN FILE NO.: I ARCHITECT: ENG EER::� GENERAL CONTRACTOR: A SUB CONTRACTOR: `` r LOCI �OPf*,W�ORK IKP ECTE D: r� r 1 1- J MATERIAL CLASSIFICATION: �^ _ - tf,� f. A� �"•; #'f.Jf" r fJ t ` � ! �" t...... P lF L — f — �f DA�T,E DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: � TIME DEPARTED: � 937 y-•ie/ .`� �_ '3' '"�C» 1 :�'..�:'j `1 i.�'3Fi ..Q j . Pr% f'r+"-iar-+,a':i°'E' � �. �� .='s �� e''r S % . F,F',�� ����i ... _P.F' i"'.u{ 0•/ f-.. .T; _' _SEC-� 7""% F-'r=� . tf,s;'lf--f=-°T ��'�•3s°..:. ,lrF p '�,qf S .l i f '7 .,i 1�. !1. e s}=•s,`�E F,���C Y l+� iti .t.->:=.eyJ i' c i J i ,t j E .J /� d 1 t� f • i p sf. -j'� 15' % s/ j f `ram AZ_ 7 Ffl t p All �yj ' e C,-t f Y tii�q�'� �,p,,.} ,[ P " 81,6.5 �f.-r-� p" �3 -.4�. E.?£/•�' .c'/S f C- �'�'i m$.� / A - - y j N ' -f70 'l r. �er rs�—mil.•; ? -Ef °^� , tee x �;.+�f�C? c!fI-'.:� d`', ic1 � � =L' Elti 2 L.�j••E,>� sn"'�" (G r'!ta'C rf �"�" ��"�t "�;r�..'ac� � .5��-�' � �Rt,� �� -- %_ ' �C'�"� d :T T % •. � E / _L',e f t � = I t'7 %� �T fP ; � i� � �^"s� 4 1" i� •� J T A r�"� E 4 �'._.,, f r-�°-- (f�,-? �rC'a.� {,f�fssiai f^tx.°e-✓ �deir,'L [`�:. �'f, ,r; �c_�is � +l � �"r,�'"G'�`.•, fr.2.7s "7'�� �. ��'E /'�s-c� 1 ;��a-li J i _ t}!O'.�t •%s' ,tVe.. , ` f ! i.'� >-2�'{� r t!'�e'R� f �..,.. g�.,�'(� � � �'s F C-1,+cf E_ d!•% t'" iM�O'pC`�) '�6 r/i,.� : �-�✓"'"--� F •i_ Pam• &�'' ,,�d�.s` f^'!i,,�1f5! •' ..� � tG ,�,I� Y*' _E! � -_ � _ _ - ✓ - - P.E. REVIEW: UBC I hereby certify that I have inspected The above reported work. Unless noted otherwise, �A ?, S In, 'A c4' The work inspected is to the best of my knowledge in compliance with the approved plans, ifications and applicablee secTtons of the governing building laws. i #� �ctor Initials A I hereby certify thai liiave iinspected the above reported work in accordance with the IN SP RTORS SIGNATURE REGISTRATION NO. 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 Inlflals: SCS&T 205 REV 6 SOUTHERN CALIFORNIA SOIL & TESTING. INC. i 1 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.: �( Y1 pf �-1 nlf T�� Fix MW; 00144 0822004P PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING a C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING [I SHEAR NAIL PROJECT TITLE: DUNE PALMS PHASE ik SEE BELOWN/A DSA IOSHPD FILE NO.: DSA APP. NO.: N/A I PROJECTADDRFSS 47-795 DUNE PALMS ROAD PERMR NO.: .. SEE BELOW LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR BROWN SUB C�ITRACTOR TONE FRAMING LOCATION OF WORK INSPECTED: BUILDINGS 2300 2200 AND 2400 CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2",5/8", 3/4" ALL THREAD, COUPLERS AND SLACKJACKS 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 7/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND AND THIRD FLOOR OF BUILDING 2300 AS WELL AS THE FIRST FLOOR (IN PROGRESS) FOR BUILDING 2400. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FOR BUILDING 2200 ALL FLOORS. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 15/32" STR 1 O.S.B NAILED PER S1.5A-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 1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2", 5/8" AND 3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/22/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS STILL LISTED. ADDRESS PERMIT *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 *BUILDING 2200 A3 47795 DUNE PALMS ROAD 07-3228 *BUILDING 2400 C3 47795 DUNE PALMS ROAD 07-3231 **PUNCH LIST** *BUILDING 2200- NEED TO INSTALL SLACK JACKS AT ALL SECOND FLOOR RUNS WHICH CONTINUE TO THE THIRD FLOOR AT THE NORTH EAST CORNER OF THE BUILDING AS PER EARTHBOUND DETAILS SH-2 D AND E. ALL BRIDGE TRIMMERS TO BE FACE NAILED 4" O.C. AS PER SH-2 DETAIL#1. *BUILDING 2400- FINISH NAILING ALL CS16'S, LINE 11/12 H TO G MISSING SHEAR PANELS. LINE A 14.6 TO 15 NAIL SHEAR PANEL. STILL WORKING ON STAIR SHEAR WALLS. KNOCK ALL UNDER DRIVEN NAILS FLUSH. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME (Pdated) 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 budding 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 accordance with the requirements of the OSHPD approved documents. The work inspected r� `% ICC #5077516-10 rc lies with the OSHPO approved documents. YeS::O No:� Inspector Inidals: N/A ECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 7/29/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPEWMENIOM SIGNATURE DATE complies with the DSA approved documents. Yes:N. = Inspector Initials: N/A signature suawraes the above work SCS&T ZOS REV 7J06 SOIL 6 TESTING, I.C. SOUTHERN SOIL &TES84089 CI; INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS 7VENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362f SCS&T FILE NO.t ' P.O. NO.- C PL NC FIX I AT PAGE OF f FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY c LDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PR ECT TITLE: -. PHASE #: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS ` PERMIT NO.:: PLAN FILE NO.: ARCHITECT: -- ENGINEER: _ GENERAL CONTRACTOR: `7 SUB CONTRACTOR: LOCATION OF WORK INSPECTED: IN MATERIAL CLASSIFICATION: f -y f s• DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: %jfF-f!! i C... .�,7 > F`ic.% �L�"tfy�( �F'� t �j,�.�� I!' � '�'.�..4 X i�! � l}�L� l /� �. I� J� �t���� % � iri.!- S�� 42 F O"ry S. . — _-- s * 9 , J/j��a� Fx fFt. 'Pe I- l.� .�f<"-ez--/� f..J✓Y C3 •_ i C0 "^--ter °" f"'L• 1� i✓G(rj'�l/A(N ✓}F- ,.-}. /(fyy �l/^f�a'C.+-�r� /� ,y}�,t! / �j..�.✓7�`+../j�. ` /P''j�]J�(�ly'r%[ PF D1. s'-i (�F./� C / ' / F n..3 ! � ter I f I �/C.f �( t J " 'h [ i f�. ��f�� � PS 3'• cdZb 44t �/,� � -4A i ti` 1 _ d _ 1 .s A�_'e ? .p,.i' fJ1.�'AID's..y-' 1�.f°� J�%c'+` ('r-�'-5.-/CA r P.E. REVIEW: 1UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best-of-n y knowledge in compliance with the approved plans, '--`�iflcatlons and applicable sections of the governing building laws. -r-•----.-.. , r " f c—� -_.-- :;;,._ { •, �� '� (,7 ' / 5�� - actor Initials r`j INSPECTORS: SIGNATURE F r REGISTRATION NO. ' i ,A 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 r3� ti�� !'p , f a accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. I *signature authorizes the above work Yes: No: Inspector Initials: Scs&T M5 REV you SOUTXERN CALIFORNIA SOIL & TESTING, INC, SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00172 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.: C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS DIAPHRAM NL ❑ H.S. BOLTING rXi PROJECT TITLE* DSAIMPDFILENO.: DSAAPP.NO.: DUNEPALMS 7BLDG2400 N/A N/A PROJECT ADDRESS PERMIT NO,; .: 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR BROWN TONE FRAMING/ DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2400 C3 NATERIAL CI.ASSIFICATIOW. FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, PACIFIC MASTIC AND 7/811 PLASTIC CAP NAILS DATE: 8/18/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION FOR BUILDING 2400 C3. *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, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the 7 " 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 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: NSA INVECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 8/18/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTEN[)ENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE com Iles with the DSA approved documents. No: = Inspector Initials: N/A 'signature authorizes the above work Yes. SCSU M Ra 06 SOUTHERN CALIFORNIA SOIL 6 TESTING, INC. 1 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00161 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: i y W PL NC FIX PAGE 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 F) I DIAPHRAM NL PROJECT TITLE PHASE fk DSAIOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2400 N/A N/A PROJECT ADDRESS PERMIT No.: .. 47-795 DUNE PALMS ROAD 07-3231 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 2400 C3 MATERK CLASSIFICATIOM 19/32" STR 1 APA RATED O.S.B. 1 OD FASTENERS(ROOF SHEATHING),15/32" STR I O.S.B. 8D AND IOD FASTENERS, EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378 1/2",5/8",7/8" AND V ALL THREAD, COUPLERS, SLACKJACKS DATE: 8/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 2400 C3. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM(IN PROGRESS) AND SECOND FLOOR SHEAR NAILING. *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. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER 5-S1.5C SCHEDULE. IOD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMUM OVER PENETRATION WITH 1 /2" EDGE NAILING DISTANCE AT PANEL EDGES AND AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL 2-S1.5C, SDS SCREWS WERE SPACED PER SCHEDULE. PUNCH LIST ITEMS LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW.1/2",5/8"/3/4",7/8" AND 1" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS, BLOCKING, SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON PLANS. **PUNCH LIST** *BUILDING 2400 C3- LINE B-5.5, 3/4" ALL THREAD FOR EARTHBOUND SYSTEM IS IN THE DOORWAY. LINE A-15 7/8" ALL THREAD FOR EARTHBOUND SYSTEM DOESN'T LINE UP FROM THE FIRST TO SECOND FLOOR. LINE B5-B5.5 MISSING SHEAR PANEL SCHEDULE #2 AT SECOND FLOOR AND #4 AT THIRD FLOOR. * ADD NAILS AT SHEAR WALLS INTO BRIDGE TRIMMERS AND KING STUDS AS PER SH-1 NAILING SAMPLE AND NOTE #17 ON THE EARTHBOUND DRAWINGS. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in / ICC #5077516-10 � accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. N/A Yes:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 8/12/2008 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 com1P �Iles with the DSA approved documents. 0 Inspector Initials: N/A 'signature authorizes the above work Yes:L-I No: scsai 205 Rlvv tioa Certificate of Occupancy T-VY °l 44" 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 # 2400) Use classification: APARTMENTS Building Permit No.: 07-3231 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 24, 2009 Building Official IN A CONSPICUOUS