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07-3224 (MFD5)L , 4 P.O. 'BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: my),10 07-00003224 47795 DUNE PALMS RD 600-020-030- - DWELLING - 5 OR MORE REGIONAL COMMERCIAL 1048506 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner:. COACHELLA VALLEY HOUSING COALI - 45701 MONROE ST 1-G FAMILY INDIO, CA 92201 Architect or Engineer: Date: 1/25/08 Contractor: rl�JAN BROWNCONSTRUCTION, P.O BOX 980700 WEST SARAMENTO,. CA 95 't008(•916.)373 -93D02' Lie. No.: 396120 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury,one,of the following declarations: Section 7000) of Division 3 of tit siness and Professionals Code, and my License is in full force and effect. 1 have land will maintain,a certificate of consent to self -insure for workers' compensation,.as provided License G s: B' . LicenseNo.: 396120 _ for by Section 3700 of the. Labor Code,for the performance of the work for which this permit is e; iS P Contractor. Cir. issued. 1 have and wilLmaintain'workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance ofthe work for which this permit is issued. My -workers' compensation OWNEWBUILDER DECLARATION insurance carrier and policy number. are: 'I hereby affirm under penalty of perjury that I am exempt from the Contractor's StateLicense Law for the Carrier AMER INC Policy Number 3424477 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that:requires a permit to _ d certify that, in the performance of the work for which this.permit is issued, I shall not employany construct,alter, improve, demolish, or repair any structure, prior to its.issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file -a signed statement that he or she is, licensed pursuanttothe provisions of the :Contractor's State and agree that, if I hould become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with. Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the - shall forthwith comply with those.provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by � isaw., IcAwS `. any applicant for a permit subjeemthe applicant to aLcivil penalty of not more than five hundred dollars ($500).: e: pplicant: 1 _) I, as owner of the property, or myemployees with wages as theirsole compensation, will do the work, and the structureis not intended or offered for sale (Sec. 7044, Business, and Professions Code: The 0000 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property whoibuilds,or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE, HUNDRED THOUSAND and who does the work himself or herself through -his or her own employees, provided that the DOLLARS (slo0,o0o). IN ADDITION TO THE COST'OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement; is sold within SECTION 3708 OF THE LABOR CODE, INTEREST, AND ATTORNEY'SFEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or jmproveJor the purpose -of'saleJ. (_) 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 License Law does not apply to. an owner of property who builds. or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant'to the Contractors' State License Law.). ( ) I 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 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: LQPER-MIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby,made,to the 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 whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant; each agrees to, and shall defend, indemnify and hold hermlessithe City of La Quints, its officers, agents and.employeesfor 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 cessationof work for180days 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 cityand county ordinances and state laws=relating to building construction, and hereby authorize representatives of this coy(y(my t enter upon the above-mentioned propertyflrrina coon S. te: � 8 lure (Applicant or Agent): s*` aoy i i Application Number . . . . . •07-00003224 Structure Information 17,333SF [TYPE:A-2]/V-lHR/RES-1/12-DU Other struct info CODE EDITION 2001/2004/2005 ## BEDROOMS 30.00 FIRE SPRINKLERS FULLY_ FLOOD ZONE NO .GARAGE SQ FTG 1980.00 PATIO SQ FTG 1362.00 NUMBER OF UNITS 12.00 1ST FLOOR SQUARE FOOTAGE 5106.00 2ND FLOOR SQUARE FOOTAGE 6631.00 3RD FLOOR SQUARE FOOTAGE 2094..00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee 3637.50 Plan Check Fee 23.64.38 Issue Date . . Valuation . . . . 1048506 Expiration Date 7/23/0'8 Qty Unit Charge Per Extension BASE FEE 3539.50 49.00 2.0000 THOU BLDG 1,000,001 - UP 98.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 3.59.00 Plan Check Fee 79.75 Issue Date . . . . Valuation' 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 12.00 4.5000 EA MECH VENT INST/ DUCT ALT 54.00 12.00 9.0000 EA MECH B/C <=3HP/100K BTU 108.00 16.00 6.5000 EA MECH VENT FAN 104.00 12.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 78.00 Permit . . Additional desc . Permit Fee Issue Date . . . Expiration Date . . Qty Unit Charge 13831..00 .0300 LQPERMIT ELEC-NEW RESIDENTIAL 472.13 Plan Check Fee . Valuation 7/2.3/08 Per BASE FEE ELEC NEW RES - MULTI FAMILY 118.18 0 Extension 15.00 414.93 N Application Number . . . . . 07-00003224 Permit . . . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 2140.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL --------------------------------------------------------------------------- 42.80 Permit PLUMBING Additional desc . . Permit Fee . . . . 867.00 Plan Check Fee 203.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 84.00 6.0000 EA PLB FIXTURE 504.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 12.00 7.5000 EA PLB WATER HEATER/VENT 9.0.00 12.00 3.00'00 EA PLB WATER INST/ALT/REP 36.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 24.00 .7500 EA PLB GAS -PIPE >=5 18.00 12.0.0 15.0000 EA PLB GAS METER 1.80.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . Valuation 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 -------------------------------------------------- Special Notes and Comments -. ----- ----- 17,333SF [TYPE':A-2']/V-IHR/RES-1/12-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY % FIRESPRINKLERS [3STORIES/42,000SF MAX] THIS PERMIT DOES NOT'INCLUDE SITEWALLS', SITE LIGHTING., CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004 CEC, .2005 ENERGY CODE. [BUILDING: 2100 - TYPE: A-21 December 28, 2007 10:44:14 AM AORTEGA - ----------------------------------------------------------------- ----------------------------------------------------------- O Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW ------------- 236.44 ART IN PUBLIC PLACES -RES 212.1..26 DIF COMMUNITY CENTERS -RES 876.00 DIF CIVIC CENTER - RES 2748.00 ENERGY REVIEW FEE 236.44 LQPERMIT Application Number . . . 07-00003224 -------------------------=-------------------------------------------------- Other Fees . . . . . . . . . DIF FIRE PROTECTION --RES 384.00 DIF LIBRARIES - RES 4176.00 DIF PARK MAIN.T FAC - RES 252.00 DIF PARKS/REC - RES 10512.00. STRONG MOTION (SMI) - RES 104.85 DIF STREET MAINT FAC -RES 468.00 DIF TRANSPORTATION - RES 13524.00 Fee summary Charged Paid Credited Due Permit Fee Total 5351.23 .00 .00 5351.23 Plan Check Total 2765.56 .00 .00 2765.56 Other Fee Total 35638.99 .00 .00 35638.99 Grand.Total 43755.78 .00 .00 43755.78 LQPERMIT CITY OF LA QUINTA t.. A P BUILDING &SAFETY DEPARTMENT v OF i (760) 777-7012 ; INSPECTION REQUEST LINE (760) 777-7153 'Owners ®USING COALITION ..«,,.T rnNcTRUCTION Pe I"u her 07-3224 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS �, nT A�o� TNF A P LMS ROAD ,5 .. 004 CEC, 2005 ENERGY CODE. (BUILDING:: 21100 - CMCTYPE: ivIC A-21 r>�1 DATE I INSP. TYPE OF INSPec, IV" TEMPORARY POWER SETBACKS U/G PLUMBING I WASTE U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL AB OE SIGNED ROOF NAIL / PRE -ROOF OKAY TO WRAP FRAMING (COMBINATION) r ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) = 40.8 O-0 EXTERIOR LATH _ GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC I GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA I WATER FEATURE INSPECTIONS PRE--GUNITE / SETBACKS ERS U/G PLUMBING U/G GAS U/G ELECTRICAL ERS PRE -PLASTER (ALARMSFINAL ((INSPECTIONS •r MECHANICAL i, %AinRKS nFPARTMENI COMMUNITY Utvrwr FINAL 1 JOB COMPLETED _.._ . __mn%,A, c nn nlnT INCLUDE RIGHT TO Riverside County Fire Department Fire Protection Planning Section t 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. Murrieu. 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 3-70 72 Fire Department Clearance/Release Date: 2 To: L Fax: Tract/Parcel Map #: lAll- 61 V — 3t Permit/Lot #: �L66 it- ai Job Site Address: I 1 795 Dyw Pd�YYtS L.U, 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. I Print Name Signature For Release Form C — Revised 6/27/2009 OPERATION I PNEUMATIC ELECTRIC I HYDRAULIC PIPING SUPERVISED I YES NO DETECTING MEDIA SUPERVISED? I'ES NO DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? IT'S NO PRERCTION VALVES IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? IF NO, EXPLAIN: ITS NO MAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION LOSS ALARM? DOES EACH CIRCUIT OPERATE VALVE RELEASE? MAXIMUM TIME TO OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE 1N EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST DESCRIPTION PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? YES NO EQUIPMENT OPERATES PROPERLY? YES R NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE: 200 PSI TESTUNDERGROUND TEST PIPE OPEN WIDE 200 PSI MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND YES NO SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF ITS... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING I'ES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9. LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FO ROPERTI' OWNER (Signed) TITLE DATE SIGNATURES yvL4 ls� - 4!P p9 FbTE I ' TA { O Signed) TITLE DATE /1 f� e7� ADDITIONAL EXPLANATIO NO S: OPERATION PNEUMATIC ELECTRIC I HI'DRAULIC PIPING SUPERVISED I 1'ES NO DETECTING MEDIA YES NO SUPERVISED? DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? ITS NO DELUGE AND PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? ITS NO VALVES IF NO, EXPLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIM Uhl TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE. OPERATE RELEASE ITS NO YES NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE 1N EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST DESCRIPTION PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? FZ77 YES NO EQUIPMENT OPERATES PROPERLY? ITS 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 SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9. LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FO ROPERTY OI5'NER (Signed) TITLE DATE SIGNATURESVVL4 15- - qlx P o y I ' TA O Signed) TITLE DATE Vq— �� y"C v > JoyL1✓ \ � — 0 i ADDITIONAL EXPLANATIO NNO tS: 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 2, A 60.9 60.9 +0.0 2100 A 60.3 60.3 +0.0 2300 A 59.4 59.4 +0.0 2400 C 59.2 59.2 +0.0 3100 C 59.7 59.7 +0.0 3300 K 59.1 59.1 +0.0 3200 C 58.3 58.3 +0.0 4100 A 57.1 57.1 +0.0 4200 A 55.8 55.8 +0.0 5100 B 53.7 53.7 +0.0 5200 B 52.7 52.7 +0.0 6100 B 52.8 52.8 +0.0 6200 B 52.0 52.0 +0.0 7100 B 53.4 53.4 +0.0 34200 Bc1Ii HOPI Dr, iv[ o. RAN( HQ MIF, ALiE a CALIH)RNIA [:' 92270 -7(.(1_ :?(1_Q\ I I a 7(.(1_;') ;_ -!(Q I PA V L5 a;�u�� A9C 41'ri ci r I IKI .NC CMI 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 /�PL LANp sG\ CHARLES R. �. HARRIS O * ` Exp: 12l31/07 1 * No. 4989 oF CA 34200 BOB Ho i'L DrwE 7� RANCHO MIRAGF E CAI 1T'0Ru1A ,u 92270 7A(1-1-)I)-UC I I PA \ ww'u, Ml AA 'n\I-T!I TIN(JNi' ('0\3 April 16, 2008 ft Amy Yu City of La Quinta 78495.0aille Tampico La Quinta, CA 92252 RE Form Certification — CVHC Dune Palms Neighborhood, Parcal 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 Build. ing2100A 61.00 61.00 Bullding;24.00C 50.90 50.90 ..+0-00 +0.00 If you have. any questions; please contact our office. Very truly yours, A,nth9qnYMaddox, PLS 5476 Senibr.SUrvey Analyst AOM-tt EC: Mike Troth �%NL LAND sli Spa AN N MA D CL No. W6 EXpi;g-' m08 34200 BOB HOPE. DmvF, m PANCHO N11RAG5 0 CALIF09-NIA U 92 210 760-320-9R 11 a 760-323-7893 VAX N Date: April 17, 2008 Via: Hand Delivery Job #: 1786 To: Am Yu Assistant Engineer 11 CITY OF LA QUINTA Public Works/Engineedng 7& 495 Calle Tampico La Quinta, CA 92253-1504 Fri Tony Maddox lttes Form Certification, Project: CVHC Dune Palms Neighborhood. EC: Mike Troth ❑ Urgent [] For Review ❑ Please Comment ❑ As Requested ❑ Other QTY. ITEM 1 Original, wets gned and stamped form certification letter, Parcel 4 of Parcel Map No, 33.588, Buildings 2100A and 2400C 0 Comnnents: If you have any questions, or we can be of further assistance, please contact our office. Thank you. 34200 BOB HOPE DRIVE w RANCHO MIRAGE W CALIFORNIA 0 92270 760-:320-9911 s 760-323-7893 FAx a www.MSACONSULTInGINCXO1%4 I - STRUCTURAL ENGINEERING GRUNER 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: 2100 August 21, 2008 Building Official: As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, 4010�/61� George H. Grayner, S. E. Grayner Engineering OQPOFEss�� , J, ti°d b H. $, 0 co 0. 9 m xp. 9 30 s�ql�0�� OF�oQ��� CA1. 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 sat� ^., r-OMLA SOIL a TESTw6, 114c. Cam' SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00137 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 W62 SCS&T FILE NO: 0822004P P.O. NO.: rC PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING, ❑ FIREPROOFING 0, C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS SHEAR NAIL ❑ Its. IsoLnNG fXl PROJECT TIRE PHASE is 23W OSA IOSNPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2200 1N/A PROJECT ADDRESS PETiAHT N0:PLAN FILE :LA 47-795 DUNE PALMS ROAD 1. SEE BELOW QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERA!. CONTRACTOR: SUB CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 2300 AND 2100 IIATSWMEFICATM 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 7/22/2008 TIME ARVED: TIME DEPARTED: RI DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIM[[TED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDINGS 2300 AND 2100 FINISHED ASSEMBLY. ALSO PROVIDED LB41TED VISUAL INSPECTION ON THE SHEAR NAILING (IN PROGRESS) ON THE SECOND FLOOR OF BUILDING 2300 EXTERIOR SHEAR WALLS ONLY. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 15/32" SIR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. l OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/11/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS LISTED. ADDRESS PERMIT *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 *BUILDING 2100 A2 47795 DUNE PALMS ROAD 07-3224 **PUNCH LIST** **BUILDING 2300- SECOND FLOOR,LINE 10 D-E NEED CS16 TOP AND BOTTOM PER S1.5A-2. NAIL OFF ALL INTERIOR SHEAR WALLS. LINE E-24 AND E-1, INSTALL CS16 OVER TOP OF WINDOW PENTRATION AS PER S1.5A-2. FIRST FLOOR- SHEAR PANEL NOT INSTALLED AT THE STAIRS LINE 12, B-C. **BUILDING 2100- LINE 15, CD MISSING RAP 214 AND SHEAR PANEL. **BOTH BUILDINGS -DOUBLE SIDED SHEAR WALLS AT GRID LINE CD ONE SIDE ONLY AT TIME OF INSPECTION. **ALL UNDER DRIVEN FASTENERS NEED TO BE KNOCKED FLUSH. **BLOCK AND EDGE NAIL ALL PENETRATIONS THROUGH SHEAR WALLS. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. C13C I hereby certify that I have inspected the above reported work. Unless noted otherwise, MIRECTORS NA111IL'1"ftd) 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 OSHPO approved documents. The work inspected ICC #5077516-I O comprms with thet1—OOSHPPO approved documents N/A Yes: No= inspector Initials; BfSPECTORSSIGNATURE REGISTRATION NO, DSA 1 hereby certify that 1 have inspected the above reported work In accordance with the 7/22/2008 requirements of DSA approved documents. sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected IM PERNIENOENTS SIGNATURE LATE com fes with the DSA approved documents. Yes: No: O Inspector initials: N/A �ignaltae authorises trie above work 3— — SOUTHERN CA FORNIA SOIL & TESTING. INC. C SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00372 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 PNC FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE I 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 is DSA /OSHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCIMEcr ENGNEEt INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2100 A-2 cLASSIH FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE' 12/3/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 2100 A-2. *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 FDCED TILE WITH RAINBUSTER 850 TILE ADHESIVE. *A FEW MINOR REPAIRS WERE MADE BY THE ROOFER DURRING FINAL ROOF INSPECTION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN ITEMS LISTED. 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 / / ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected � �G�^%£'2�/ Complies with the OSHPD approved documents. Yes: No:= Inspector Initials: N/A INSPEC RS SIGNATURE T REGISTRATION N0, DSA 1 hereby certify that 1 have inspected the above reported work in accordance with the 12/3/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn Ies with the DSA approved documents. = Inspector N/A 'signature authorizes the above work Yes: No: Initials: SCS&T 205 REV 2106 = SOIL B TESTING, SOUTHERN CALIFORNIA SOIL & TESTIN(s INC. 5 313 7 9 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 j 83-740 CITRUS AVENUE, SUITE G INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO. r P.O. NO.- z'7i C PL NC 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 0 Ii"✓ /=•- PROJECT TITLE: _ PHASE #: DSA FILE NO.: DSA APR. NO.: �r PROJECT ADDRESS PERMIT NO.: - PLAN FILE NO.: ARCHITECT: r ENGINEER: r GENERAL CONTRACTOR: - .,? SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: / / ��✓' r i f r l I �f I)! A:f y, f I l.• f ��, i' vT{ f Vf t 1 _ l i i, r,-r r' .. \• f ,jr' DATE DESCRIPTION OF WORK INSPECTED: TIME ARRRIED: TIME DEPARTED: ij A. t i! f'/i g-) 4f�' �': :'i f�:-f! /� L.7 �•✓�t/x'( -- - ,.ail i 1 �= A � � i-L- •-•% .Y-t ^ l � 1. C. •Yf A�_ C. P.E. REVIEW: LCUB(I hereby certify that I have inspected the above reported work. Unless noted otherwise, work inspected is to the best of my knowledge in compliance with the approved plans, y ram- i cifications and applicable sections of the governing building laws. r - ..pector Initials i INSPECTORS SIGNATURE. ! REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the f' (•ti _ -°� a.-� 4' requirements of DSA approved documents. Sampling and testing were conducted in l*SUPERINTENDENTS accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE DATE complies with the DSA approved documents. *signature otAhorizes the above work Yes: No: Inspector Initials: scs&T 205 REV 2(06 Q SOIL 6 TESTING, iuG O '3` SOUTHERN CALIFORNIA SOIL & TESTINQ INC. �'�9 2 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Gy INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 _ SCS&T FILE NO. P,O. NO. C PL 1 NC I I 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 y" PROJECT TITLE:, PHASE #: DSA FILE NO.: DSA APR. NO.: ; _ PROJECT ADDRESS _ Lill PERMIT NO.:.-, _ _. ( .. �.' 'ref' PLAN FILE NO,: i� t.. _ ARCHITECT: ENGINEER: .-: _ y GENERAL CONTRACTOR�f I SUB CONTRACTOR: > l 7 7. LOCATION OF WORK INSPECTED: �g�yy !! _ • V•^` MATERIAL CLASSIFICATION: t .i n� { ` k% f+t t - f •�'1! . L/ f �_ i.% 4!1 K� f _ ^j .. DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: i t t r i :j P.E. REVIEW: UBC I hereby certify that I have inspected`the above reported work. Unless noted otherwise, ikp, work inspected is to the best of my kmowledge in compliance with the approved plans, ',fcc ions and applicable sections Of the governing building laws. _ v ...peCTor Initials INSPECTQRS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected, the above reported work In accordance with the ~' requirements of DSA approved documents: Sampling and testing were conducted in"�- accordance with the requirements of the DSA approved documents. The work inspected ' "SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. "signature authorizes The above work Yes: No: Inspector Initials: SCS&T 205 REV 2ro6 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: P.O. NO.: MW; 00277 0822004P C PL NC 1 FIX 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 F1 PROJECT TITLE 7BLDG2100 HASE M DSA /OSHPD FILE NO.: OSA APP. NO.: N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUB CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 2100 A2 MA I ON: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 10/03/2008 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"-411 HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE 1 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. 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 the the OSHPD documents. ICC #5077516-10 with requirements of approved The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A NSP ORS SIGNATURE REGISTRATION NO, DSA I hereby Certify that I have inspected the above reported work in accordance with the 10/03/2008 4 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected WKRINTBDENTS SIGNATURE DATE Co lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A srgnafure aufftwrzes do above erork SCSU osREVams SOUTHERN C-FORNU\ SOIL S TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; ooz39 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 t ► PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR. ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING El LI.C.CONCRETE ROOFING/WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS ❑ IiS.BOLnNGn PRWECT'MM, Pmmt. D.SAIOSMFILEND.: MA A". NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECT ADDRESS PERMIT NO.:— PLAN FILE NO- 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: 9dGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 2100 A2 MATERIAL CLASSIFICATIOK, PELLA FIBERGLASS WINDOWS 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/18/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION AS WELL AS THE LATH INSTALLATION (IN PROGRESS) ON THE FIRST AND SECOND FLOOR. * 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.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. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pdn" 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 #50775 i 6-10 complies with the OSHPO approved documents. N/A Yes:= No:= Inspector Initials: 14SPECTORS SIGNATURE REGISTRATION NO. USA I hereby certify that I have inspected the above reported work in accordance with the 9/18/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE Complies with the DSA approved documents. Yes: No: 0 Inspector Initials: N/A signature authorikes do above work SC387205 REV?!OS SOuT ERN C FO"M SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. �: 00210 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) T75-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I C I YI PL. I NCI FIX PAM 1 — FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASON -RAY F1 WELDING ❑ FIREPROOFING C3. C. CONCRETE ROOFING / WATERPROOFING 0 PT CONCRETE/STRESS Q F-RWANCWRS [] K&BCu nNG.® SHEAR NAIL PRWECTTTT.E: PHASE II: MAIDSHMFIE No.: DSAAPP.NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECT ADDRESS PERMfTNQ: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHrrEcr. ENGINEER: INTERACTIVE INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 2100 A2 MATERIAL N EARTHBOUND SEISMIC HOLDOWN SYSTEM ICB0#5378 l/2"-3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/8/2008 TIME ARRIVED: TIME DEPARTED: DESCRUMON OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE THIRD 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 TRIMI�4ERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *PUNCH LIST ITEMS ON EARTHBOUND SEISMIC HOLDOWN SYSTEM HAVE BEEN CORRECTED AS REQUESTED. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements 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 CTf)RS SIGNATURE REGISTRATION NO, INSFEOSA I hereby certify that t have inspected the above reported work in accordance with the 9/8/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS WNANRE DATE corn lies with the OSA approved documents. Yes: No: Q Inspector Initials: N/A onature auBtorizes dte above work SCS6T205 REV 7/118 SOUTHERN CALIFORNIA SOIL a TESTNG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00206 6280 RIVERDALE STREET, SAN DIEGO CA 92120 : Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: r C —TJT PL NC I FFIX PAGE I OF FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C.CONCRETE ROOFING/WATERPROOFING 0 P.7CONCRETE/STRESS 0 EPDXYANCHORS 0 RS.BOLTINGQ PROJECTTTLE PHASE#: MAIOSNPDFILE NO.: DSAAM.NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: �s CONTRACTOR, BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: WINDOWS PROGRESS AND LATHN PROGRESS MATERIAL CIASSIFICA PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BITUTHANE TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/5/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). * NOTE- WINDOWS- THE JAMB AND HEAD FLASHINGS OF 12" MOISTOP HAVE WING CUTS AT THE UPPER CORNER WHERE THE WINDOW IS MOST VULNERABLE TO WATER INTRUSION. IT IS MY OPINION THAT THIS AREA SHOULD BE REINFORCED WITH BITUTHANE AS WELL AS SEALANT TO PREVENT WATER INTRUSION AT THE VOID IN THE BASE FLASHING. THIS CONDITION IS THE SAME ON ALL OF THE RECESSED WINDOWS WITH THE EXCEPTION OF THE DEAPLY RECESSED WINDOWS. 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 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 VISPECTORS SIWTURE REGISTRATION NO, DSA I -hereby certify that i have inspected the above reported work in accordance with the 9/5/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: Inspector Initials: N/A •si gnewre alAfarizes The above work !� SCS&TTOS REV boa SOUTIERN C-ORNIA SOIL S 1'ESTNG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. : 00195 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO �� PL NC FIX PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING f1. C. CONCRETE ROOFING /WATERPROOFING ❑ P.T. CONCRETE/STRESSEPDXYANCHORS ❑ HS.BOLTNG�] ❑ PROJECT TREE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECT ADDRESS PERMIT NO.: FLAN Mt NU.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING/ GUY EVANS LOCATION OF WORK INSPECTED: BUILDING 2100 A2 MATERIALCLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, 12" MOISTSOP, PELLA BITUTHANE TAPE, PELLA FIBERGLASS/ VINYL WINDOWS DATE: 8/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *PROVIDED LIMITED VISUAL INSPECTION OF THE INSTALLATION OF THE MFM SUBSEAL AT THE RECESSED WINDOWS/ POT SHELVES AS WELL AS THE WINDOW INSTALLATION (IN PROGRESS). *MFM SUBSEAL WAS INSTALLED AT THE RECESSED WINDOWS AND PDT SHELVES. POT SHELVES HAVE SOLID BACKING ON THE SIDE WALLS A MIN OF 4"-6" AS WELL AS AT THE VERTICAL RISE OF THE WINDOW OPENINGS. MFM SUBSEAL IS RUN UP THE SIDE WALLS 6"-10" AND ONTO THE VERTICAL WALLS 4"-6" MIN. GENERAL INSTALLATION APEARS TO BE PER PLANS WITH THE EXCEPTION OF AREAS MARKED IN ORANGE WHICH SHOULD BE REPAIRED. TOOK DIGITAL PHOTOS OF TYPICAL MFM SUBSEAL INSTALLATION AT THE RECESSED WINDOWS/ POT SHELVES. *WINDOWS ARE NAILED/ SCREWED IN PLACE WITH 12" MOISTOP AT THE SILL, JAMBS AND HEAD IN WEATHERBOARD FASHION. PELLA TAPE IS USED TO ENCAPSULATE THE FASTENERS AT THE HEAD AS WELL AS ON THE JAMBS AND TURNING THE CORNER ON THE SILL. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements 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 INSPECTORS SIGNATURE REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 8/29/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCS&T 205 REV LC SOUT ERN CA FORMA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00185 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 P� NF�� SCS&T FILE NO: 0822004P P.O. NO.: Per,F 1 nc FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY WELDING FIREPROOFING Q C.CONCRETE ® ROOFING/WATERPROOFING 0P.T. CONCRETE/STRESS 0 EPDXY ANCHORS Q H.S.13OLTINGQ PROJECT TITLE PHASE#: DSA IOSMFILE NO.: WAAPP.NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECTADDRESS PE ITNo.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: .ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED. BUILDING 2100 A2 ROOF TILE PROGRESS MATERIAL ION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 8/26/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 2100 A2. *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 #50775 i 6-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, OSA 1 hereby certify that I have inspected the above reported work in accordance with the 8/26/2008 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 complies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCS&T 205 REV Los sO,THOM CALWoRMA aoa . rnMrn*ra. edC. SOUTHERN R -I' CALIFORNIA aSo�.+ �L 1 G nT, INC. : 00137 Phan ( 9}280-4321Fax 614))?SUd717 �1 83-740 CITRUS AVENUE, SUITE G, =10, CA 92201 ' Phone (160) 775�83 Fax �766) 7I54= i SmT FILE No 0822004P P.O. NO.: f v- F-PL 1--' I 1 e Ty r F� FEW K%PWWR8MT Fort ❑ REMORCED OONCRETE ❑ 11SWORCM WSOMY WELDING ❑ RMWOFM a C. CONCRETE ❑ ROOFM / WAT54 ROOFING ❑ P.T. CC1N XM / STRESS ❑ EPoxr aNmORs' ❑ xs. BOLTING SHEAR NAIL PROETTITLE: PALMS PHASEt. 23po BLDG 2200 DSAEOSNPDFILE NO.: d]SAAPA.ND-, N/A PRDEDUNE a0oedss 47-795 DUNE PALMS ROAD dfD: SEE BELOW �LA QUINTA aRatrrEcr: INTERACTIVE DESIGN GRAYNER c;ENSu.caNrNncnorb BROWN susfroNm�cnoR .. TONEFRAMING roc TM0FwowcMP =: BUII.DJNG 2W AND 2I00 15/32"' STR 1 O.SB. 8D AND I OD FASTENERS ON SHEAR WALLS; C916_ COIL, .STRAP DATE, 7/22/2008 TIC ARRIVED: Mw DEPARTM: DESCRY XTMN OF WORK MSPECTED: *ON SITE FOR THE umnED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDINGS 2300 .AND 2100. FINISHED ASSEMBLY. ALSO PROVIDED 1II4= VISUAL INSPECTION ON THE SHEAR NAILING (IN PROGRESS) ON THE SECOND FLOOR OF BUILDING 2300 EXTERIOR SHEAR WALLS ONLY. *GENERAL SHEAR WALL INSTALI.TIONLOOKED GOOD WITH 15/32" SIR I O.S.B NAILED PEP, S13A-5 SCEEDULE. IOD AND 8DTASTENERS WERE FLUSH NAILED WITH MINIMAL OVER. PENETRATIONWITH l/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS COIL'STRAPWAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/11/2008 WERE CORRECTED AS R;EQUFSTgD OTHER.THAN ITEMS LISTED. ADDRESS PERM[T *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-324D *BUILDING 2100 A2 47795 DUNE PALMS ROAD 07-3224 **PUNCH LIST** **BUII DING 2300- SECOND FLOOR) lNE 10 D-E NEED CS16 TOP AND BOTTOM PER Sl SA-2. NAIL OFF ALL INTERIOR SHEAR WALLS. LINE E-24 AND. E-1, INSTALL CS16 OVERTOP OF WINDOW PENTRATION AS PER'S1.5A-2. FIRST FLOOR SHEAR PANEL NOT`INSTALLED ATTIRE STAIRS LINE 12, B-C. **BUILDING 21W LINE 15 CD MISSING Be 214 AND SHEAR PANEL..: **BOTH BUILDINGS -DOUBLE SIDED SHEAR WALLS AT GRID LINE CD ONE SIDE ONLY AT TIME OF INSPECTION. **ALL UNDER DRIVEN FASTENERS NEED TO BE KNOCKED FLUSH: **BLOCK AND EDGE NAIL ALL PENETRATIONS THROUGH SHEAR WALLS. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. CeC 1 hereby certiNy that t have inspected the above reported woric Unless noted oiherv&e. IWecTORs NAIL (RWmO ? E REVfE1Y: the work Inspected is to the best of my datowledge in camrce plierwith the approved plans, specificallons and applicable Sectiom of the goverrdng butting Wm& MILES WOODARD Inspector Initials: M.W. - OSHM 1 hereby osrtify that 1 have inspected the above reported work w accordance with themqwrem - ce of 08MV approved dowmwft and In � ICC #5andticled 077516-10 corrom with the osNPa approved dommwits. Yes No= drape t r Wtials: N/A NVECTOR I& MURE t�-06SRR770N N0. OSA 1 hereby certify that 1 have inspected the above reported work In accordance wtlh the 7/22/2008 requirements of arm approved doaenents. sampling end testing were cendur tad In accordance with the mqutrenrerts of the DsA approved d_rnente. The work inspected SIGNATURE 64 . cons des with the DSA approved documents. Year No: krapecW ht b.- N/A 'Wona4ce aafhor®es Ow adore work Tafl6REN SOUTHERN orv.LFowew ML a TEsttNw, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00151 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) 7755983 Fax NO) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: c 1 PL NC I I F FIX PAGE I nF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING © SHEAR NAIL PROJECTTfTLE t. 7SEE DSAlOSHPDFILENO.: DSAAPP.NO.: DUNEPALMS BELOWN/A N/A PROJECT ADDRESS PERMFT .. 47-795 DUNE PALMS ROAD SEE BELOW LA QUINTA PRCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER C+NERaL CONTACTOR: sus CONTRACTORBROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDINGS 2100 A2 AND 3200 C3 MATERIAL c EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, /2",5/8", 3/4" ALL THREAD, COUPLERS AND SLACKJACKS BEARING PLATES, 15/3211 SIR I O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/4/2008 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 3200 (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FOR BUILDING 2100 A2 FIRST, SECOND AND THIRD FLOOR. ALSO SECOND FLOOR SHEAR. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" SIR 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. CS 16 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 TRIlvIIvfERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. ADDRESS PERMIT *BUILDING 3200 C3 47795 DUNE PALMS ROAD 07-3238 *BUILDING 2100 A2 47795 DUNE PALMS ROAD 07-3224 **PUNCH LIST** *BUILDING 3200 C3- LINE F 15-16 NAIL PANEL PER SHEAR SCHEDULE 5-S1.5C. ONLY ONE SIDE OF DOUBLE SIDED SHEAR WALL INSTALLED AT TIME OF INSPECTION. SHEAR WALLS AT STAIRS WERE NOT INSTALLED. ALL WINDOW OPENINGS NEED CS16 TOP AND BOTTOM. *BUILDING 2100- EARTHBOUND, ADD NAILS AT SHEAR WALLS INTO BRIDGE TRIMMERS AND KING STUDS AS PER SH-1 NAILING SAMPLE AND NOTE #17. THIRD FLOOR NOT COMPLETE, SLACK JACKS NOT INSTALLED AT TIME OF INSPECTION. LINE J-24 SECOND FLOOR, NAIL BRIDGE TRIMMERS. LINE B-18 SECOND FLOOR MISSING SLACK JACK. LINE 7 AND 3-B MISSING SLACK JACKS. *BUILDING 2100 SECOND FLOOR SHEAR- LINE 9 E-F NEED A-34 AT 8" O.C. AS PER 5-S1.5A. DOUBLE SHEAR WALLS AT GARAGE ONE SIDE NOT INSTALLED AT TIME OF INSPECTION. LINE 1 AND 13 B-C ADD SDS SCREWS AS PER SHEAR SCHEDULE 5-S1.5A AND DETAIL 7-S6.2A. 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 accordance with the requirements of the OSHPD approved documents. The work inspected ICC #507751 & 10 complies with the OSHPD approved documents. Yes:= NO:= InspectorInitials: N/A MSPECTORS SIGNATURE REGISTRATION NO. OSA I hereby certify that I have inspected the above reported work In accordance with the 8/4/2008 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 cornT�'I'l�es with the DSA approved documents. N/A = •signature authorizes the above work Yes:t___J No: Inspector Initials: SCSaT 2D5 REV gas SOUTHERN CALIFORNIA SOIL S TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00147 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) 7755983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C+ PL NC Flx PAGE 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 n DIAPHRAM NL PROJECTTITIE: PHASE#: MAIOSHPDFILE NO.: DSAAPP.NO.: DUNE PALMS SEE BELOW N/A N/A PROJECT ADDRESS PERMIT NO.: PLM FIL& No.: 47-795 DUNE PALMS ROAD SEE BELOW LA QUINTA ARCHITECT• ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB TOR BROWN TONE FRAMING& DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2100 2200 AND 2300 7ERIALCLASSIF TION: 19/32" STR I APA RATED O.S.B. IOD FASTENERS FONTANA VULCASEAL #30 ASTM D-226 TYPE H, PACIFIC MASTIC, 7/8" PLASTIC CAP ROOFING NAILS. DATE: 7/31 /2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAM NAILING FINISHED ASSEMBLY FOR BUILDING 2100 A2 SECOND LEVEL ROOFS. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT ON BUILDINGS 2200 AND 2300. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN IOD @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". *GENERAL ROOF UNDERLAYMENT INSTALLATION LOOKS GOOD (FONTANA VULCASEAL #30 ASTM D-226 TYPE II), ICBO ES ER-5434 TWO LAYERS, HAD 3"-4" HEADLAPS AND 6" SIDELAPS. FELT WAS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF 1". PRIMARY FLASHINGS WERE BIBBED WITH FELT AND WERE SEALED WITH MASTIC AT THE PIPE TO FLASHING INTERSECTIONS. HIP AND RIDGE NAILERS HAD FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3".TOOK DIGITAL PHOTOS OF TYPICAL ROOF UNDERLAYMENT INSTALLATION. PUNCH LIST ITEM LISTED BELOW. PERMIT *BUILDING 2100 A-2 07-3224 *BUILDING 2200 A-3 07-3228 *BUILDING 2300 A-3 07-3240 **PUNCH LIST ITEM AS FOLLOWS- BUILDING 2300 1.5" VENT PIPE IS TO CLOSE TO THE SOUTH GABLE END 3RD LEVEL. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, AND TRI ROOFING MANUAL OTHER THAN ITEM LISTED. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pfint0d) P.E. REVIEW: the work inspected is to the best of my knowledge in Compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that i have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: NSA IN§PECT0RS SIGNATURE REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 7/31/2008 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 Iles with the DSA approved documents. = Inspector Initials: N/A signe(tse atdhaizes do above work Yes: No: T 205 REV?le8 SOUTHERN CA IFORNIA SOIL a TESTING. INC. 10V4 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00153 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 PL NC I FFIXT SCS&T FILE NO: 0822004P P.O. NO.: 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 Ixi DIAPHRAM NL PROJECT TITLE: PHASE#: DSA 10SHPD FILE NO.: DSA APP. NO.: DUNE PALMS SEE BELOW N/A N/A PROJECT ADDRESS PERMIT NO.: IPLAN FILE No.: 47-795 DUNE PALMS ROAD SEE BELOW LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERALOONTRACTOR SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 2100 AZ BUILDING 3100-C MATERIAL CLASSIFICATION: 19/32" STR 1 APA RATED O.S.B. 10D FASTENERS(ROOF SHEATHING), 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS, EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378 1/2",5/8",7/8" AND 1" ALL THREAD, COUPLERS, SLACKJACKS DATE: 8/6/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 2100 A2 THIRD FLOOR ROOFS. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 3100 C LOW ROOFS ON THE WEST WING AS WELL AS THE EARTHBOUND SEISMIC HOLDOWN SYSTEM(IN PROGRESS) AND SECOND FLOOR SHEAR NAILING AT THE WEST WING OF BUILDING 3100 C. "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 1 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-S 1.5C, 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. 1/211,5/8"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. PERMIT *BUILDING 2100 A2 07-3224 *BUILDING 3100 C 07-3241 **PUNCH LIST** *BUILDING 3100C- LINE N, 2A-4 NAIL PANEL ABOVE WINDOW AND ADD CS 16. SHEAR WALLS AT STAIRS NOT COMPLETE. LINE N 1-3 AND 8-9 EARTHBOUND- THE WRONG BEARING PLATES WERE INSTALLED, SHOULD BE (GRAY) 3-1/4" X 5"X 5/8". ADD NAILS AT SHEAR WALLS INTO BRIDGE TRIMMERS AND KING STUDS AS PER SH-1 NAILING SAMPLE AND NOTE 417 ON THE EARTHBOUND DRAWINGS. SHEAR WALL SCHEDULE 42 NEED 3/8" X 4-1/2" LAGS AT 7" O.C. WITH PRE DRILLED HOLES. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected ICC complies with the OSHPO approved documents. NSA - YES:= No:= Inspector Initials: INSP6 B�tS SIGNATURE REGISTRATION NO, - DSA I hereby certify that I have inspected the above reported work in accordance with the 8/6/2008 requirements of DSA approved documents. Sampling and testing were conducted in NTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected occo com Iles with the DSA approved documents. o:� InspectorInitials: N/A 'signatweauNwrizestheabovework SCsarzosREvaros sour EON cwucor 8011. & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. M W: 00155 6280 RWERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax 619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) T75.5983 Fax �760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C PL NC I F FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE Z ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS. ❑ H.S.BOLTING IIDIAPHRAMNL PROJECT TME: PHASE is DSA 1OSHPD FILE NO.: OM APR NO.: DUNE PALMS BLDG 2100 N/A N/A PROJEcrADOREss PEakaR NO.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING/ DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2100 A-2 THIRD FLOOR SHEAR AND ROOF UNDERLAYMENT MATERIALcLAsslFKnnorr. FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/8/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE THIRD FLOOR SHEAR NAILING FINISHED ASSEMBLY. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 15/32" SIR 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. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2. A34, A35 OR LTP4'S, AND SDS SCREWS WERE IN PLACE AS PER THE SHEAR SCHEDULE. *GENERAL ROOF UNDERLAYMENT LOOKS GOOD WITH TWO LAYERS OF 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. **NOTE- PUNCH LIST ITEMS LISTED ON MY REPORT ON 8/4/2008 WERE CORRECTED AS REQUESTED OTHER THAN NAILING THE SHEAR WALLS AT THE BRIDGE TRIIvfIvfERS AND KING STUD AT THE THIRD FLOOR 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: NLW. 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 �A ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:O Inspector Initials: N/A INS ORS S ' REGISTRATION N0. OSA 1 hereby certify that I have Inspected the above reported work In accordance with the g/g/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 11es with the DSA approved documents. I. No: = Inspector Initials: N/A 'signature authorizes fhe above work SCUT 205 REVZ SOUTHERN CALIFORNIA SOIL & TESTING, INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00180 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: F CJV r PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C C. CONCRETE ® ROOFING 1 WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rl PROJECTTn1E: PHASE#: MA/OSHPDFILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 2100 N/A N/A PROJECT AUDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3224 LA QUINTA ArscHlrE�r: FAR INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 2100 A2 WTERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS MFM SUBSEAL DATE: 8/22/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *PROVIDED LIMITED VISUAL INSPECTION OF THE INSTALLATION OF THE MFM SUBSEAL AT THE RECESSED WINDOWS/ POT SHELVES PRIOR TO WINDOW INSTALLATION. *MFM SUBSEAL WAS INSTALLED AT THE RECESSED WINDOWS AND POT SHELVES. POT SHELVES HAVE SOLID BACKING ON THE SIDE WALLS A MIN OF 4"-6" AS WELL AS AT THE VERTICAL RISE OF THE WINDOW OPENINGS. MFM SUBSEAL IS RUN UP THE SIDE WALLS 6"-10" AND ONTO THE VERTICAL WALLS 4"-6" MIN. GENERAL INSTALLATION APEARS TO BE PER PLANS WITH THE EXCEPTION OF AREAS MARKED IN ORANGE WHICH SHOULD BE REPAIRED. TOOK DIGITAL PHOTOS OF TYPICAL MFM SUBSEAL INSTALLATION AT THE RECESSED WINDOWS/ POT SHELVES. *WINDOW INSTALLATION WILL BE DONE BY GUY EVANS, WITH 12" MOISTOP AT THE JAMBS AND HEAD AS WELL AS PELLA BITUTHANE TAPE ENCAPSULATING THE FASTENERS ON THE JAMBS. THE INSTALATION IS SET TO BEGIN ON MONDAY 8/25/2008. 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 #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 8/22/2008 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:�N.:= Inspector Initials: N/A `sgnatureaufhaizestheabovewak SCS&T2062Ev20 r i SOUTHERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00415 6280 RIVERDALE STREET, SAN DIEGO CA 92120 : Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 " Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. C+ PL NC 1 1 FAX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING ❑ PRoJeCTTILE PHASE#. DSA /OSHPDRLENO.: DSA APP. NO.: DUNE PALMS BUILD 2100 N/A N/A PROJECTADDRESS PERMITNO.: .. 47795 DUNE PALMS ROAD 07-2694 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR SDR LOCATION OF WOW INSPECTED: BUILDING 2100 MATERIAL CLASSIFICATION: HILTI HIT- HY-150 BATCH #044703L2 EXP. 01/2009, #4 DOWELLS. DATE: 12/23/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE INSPECTION OF THE EPDXY DOWELLS AT THE FOOTING BETWEEN BUILDING 2100 AND BUILDING 2200 FOR THE DECROTIVE BLOCK WALL. *EACH HOLE OBSERVED WAS DRILLED 1/8" LARGER THAN BAR DIAMETER AND WAS PROPERLY CLEANED WITH AN AIR HOSE AND A WIRE BRUSH. A TOTAL OF SIX #4 DOWELLS WERE EMBEDDED 6" INTO THE FOOTING. DOWELLS WERE SET WITH HILTI HIT HY-150 EPDXY BATCH #044703L2 EXP. 01/2009. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (RitMad) P.E. REVIEW: the work inspected is to the best of my knowledge in Compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in - accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-92 Complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INS CTORS SIGNATURE REGISTRATION N0, DSA 1 hereby certify that 1 have inspected the above reported work in accordance with the 12/23/2008 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 !as with the DSA approved documents. No: = Inspector Initials: Yes: N/A 'signature authorizes the above work SC58T 205 REV 7/O6 SOUTHERN CALIFORNIA SOIL dT STWG. INC. 1M V4 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 0041 s 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-P-LT7 I NC F FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING n MXTTITLEI PHASE# M1OSHPOFILE NO.: DSAAPP.NO.: DUNE PALMS BUILD 2100 N/A N/A PROJECTADORESS PERMITNO.: FLM HILt NU.: 47795 DUNE PALMS ROAD 07-2694 LA QUINTA ARCHITEt:T: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: SDR LOCATION OF WORK INSPECTED: BUILDING 2100 MATERIAL CLASSIRCATION: HILTI HIT- HY-150 BATCH #044703L2 EXP. 01/2009, #4 DOWELLS. DATE: 12/23/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: ON SITE FOR THE INSPECTION OF THE EPDXY DOWELLS AT THE FOOTING BETWEEN BUILDING 2100 AND BUILDING 2200 FOR THE DECROTIVE BLOCK WALL. (*EACH HOLE OBSERVED WAS DRILLED 1/8" LARGER THAN BAR DIAMETER AND WAS PROPERLY CLEANED WITH AN AIR HOSE AND A WIRE BRUSH. A TOTAL OF SIX #4 DOWELLS WERE EMBEDDED 6" INTO THE FOOTING. DOWELLS WERE SET WITH HILTI HIT HY-150 EPDXY BATCH #044703L2 EXP. 01/2009. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (PrintaM P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the 1 requirements of OSHPD approved documents. Sampling and testing were conducted in — accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-92 complies with the OSHPD approved documents. Yes:= No:= inspector Initials, N/A WSPECT ORS SIGNATURE t REGISTRATION N0, OSA 1 hereby certify that I have inspected the above reported work in accordance with the 12/23/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected SUPEWNTENDENTS SIGNATURE DATE complies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature eugiorizes the above work SCS&7205 REV 2Flll3 r i Certificate of Occupancy ul�cv jNCD1iPDR�TFD 196i G� OF 1Building & 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 # 2100) Use classification: APARTMENTS Building Permit No.: 07-3224 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 POST IN A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 24, 2009