Loading...
07-3243 (MFD5)P.O- BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: 07-00003243 47795 DUNE PALMS RD 600-0,20-030- DWELLING 00 0,20 -030 -DWELLING - 5 OR MORE REGIONAL COMMERCIAL 715537 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 9220.1 Architect or Engineer: aha ------------------- LICENSED CONTRACTOR'S -DECLARATION I hereby affirm under penaltyW perjury that I am licensed under provisions of Chapter 9 (commencing with Section7000) ofDivision 3 of the Business and Professionals Code,. and my License is in full force and effect.. License_ lass: ��Htt License Nor: 396120 ate: Y Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I.am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5; Business and Professions: Code: Any city or county that requires,a permit to construct -alter, improve, demolish, orrepair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation%of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 [,as owner of the property, or my employees with wages as their'sole compensation; will do the work, and the structure is not intended or offered for sale Ism. 7044, Business -and Professions Code: The Contractors' State License Law does�not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or henown employees, provided:that the improvements are not intended or offered forsale, If, however; the. building or improvement is sold within one year of completion, the owner -builder will havethe burden of proving that he or she did not build;'or improve for the purpose of sale.). (_) 1, 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 exemptunder Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 1 hereby affirm under penalty of perjury that there is a construction lending. agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQP'ERAIIT Date: 1/25/08 Contractor: BROWN CONSTRUCTION, INC. PO BOX 980'700 WEST SARAMENTO, CA 957.9 D e (916)373-9300 III LiC. No.: 396120 III JAN 2 5 2088 WORKER'S COMPENS41110N•DECLAPIAWCE )Ep1. I hereby affirm under penalty of perjury one of the following dec aro i - _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided. 'for by Section 3700. of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by'Section 3700 of the Labor Code, for the,performance;of the work for which this permit is issued. My workers' compensation insurance.carrier'and.pol_icy number are: Carrier AMER INC Policy Number 3424477 _ I,certify that, in the performance of the work.for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agreethab if I should become:subject to the workers' compensation, rovisions of Section 00 of thea , s fo with those provisions. WARNING: FAILURE'TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE.HUNDRED THOUSAND DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES, AS PROVIDEDFOR IN SECTION3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S,FEES; APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for apermit subject to the conditionsand restrictions set forth on this application. 1. Each person upon whose behalf this application is made; each person at whoserequest'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, indemnifyand'hold harmless the. City of La Duinta,, 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 I have..read this application and, statethat the above information incorrect: I agree to comply with all city and county ordinances and;.state laws relating to building construction, and hereby authorize representatives of this county to enter upon the -above -men -- tt Dater Si f. -'re (Applicant or Agentl: FOL �V Application Number . . . 07-00003243 ------ Structure Information 11,125SF [TYPE:C]/V-IHR/RES-1/8 - DU ----- Other struet info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 24.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG .00 PATIO SQ FTG 1233.00 NUMBER OF UNITS 8.00 1ST FLOOR SQUARE FOOTAGE 3639.00 2ND FLOOR SQUARE FOOTAGE 3667.00 3RD FLOOR SQUARE FOOTAGE 2467.00 -------------------------------------------------------------------------------- Permit . . . Additional desc . . Permit Fee . . Issue Date . . . Expiration. Date . . BUILDING PERMIT 2687.50 7/23/08 Plan Check Fee 436.72 Valuation . . . . 715537 Qty Unit Charge Per Extension BASE FEE 2039.50 216.00 3.0000 THOU BLDG 500,001-1,000,000 648.00 Permit . . . MECHANICAL. Additional desc Permit Fee . . 279.00 Issue Date Expiration Date 7/23/08' Plan Check Fee . . 17.43 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 4.50.00 EA MECH VENT INST/ DUCT.ALT 36.00 8.00 9.0000 EA MECH B/C <=3HP/100K BTU 72.00 16.00 6.5000 EA MECH VENT FAN 104.00 8.00 6.5000 EA MECH EXHAUST HOOD 52.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 310.57 Plan Check Fee 19.41 Issue Date . . . . Valuation 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 9773.00 .0300 ELEC NEW RES - MULTI FAMILY 293.19 LQPE%MIT Application Number . . . . . 07-00003243 Permit . . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 119.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.38 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 687.00 Issue Date . . . Expiration Date . . 7/23/08 Plan Check Fee . . 42.93 Valuation . . . . 0 Qty Unit Charge Per BASE FEE Extension Special Notes and.Comments BASE FEE 15.00 72.00 6.0000 EA PLB FIXTURE 432.00 1.0D 15.0000 EA PLB BUILDING SEWER 15.00 8.00 7•.500.0 EA PLB WATER HEATER/VENT 60.00 8.0.0 3.0000 EA PLB WATER INST/ALT/REP 24.00 1.00 9..0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 16.00 .7506 EA PLB GAS PIPE >=5 12.00 8.00 15.0000 EA PLB GAS METER 12.0.00 Permit GRADING.PERMIT Additional desc . . Permit Fee . . . . 15.00 Issue Date . . . Expiration Date . 7/23/08 Plan Check Fee . . .00 Valuation . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 Special Notes and.Comments 11,125SF [TYPE:C]/V-IHR/RES-1/8-UNITS` - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERES [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. **REDUCED FEE** [BUILDING: 8400 - TYPE: C] December 28, 2007 3:56:02 PM AORTEGA ---------------------------------- Other Fees . . . . . . . ACCESSIBILITY PLAN REVIEW 43.67 ART IN PUBLIC PLACES -RES 1288.84 DIF COMMUNITY CENTERS -RES 584.00 DIF CIVIC CENTER - RES 1832.00 ENERGY REVIEW FEE 43.67 LQPER-MIT Awl Application Number . . . . . 67-00003243 -- - - Other Fees . . . - - - - - . . . . . DIF FIRE PROTECTION -RES - - 256.0.0 DIF LIBRARIES - RES 2784.00 DIF PARK MAINT FAC - RES 168.00 DIF PARKS/REC - RES 7008:.00 STRONG MOTION (SMI) -_RES 7.1.55 DIF STREET MAINT FAC -RES. 312.00 DIF TRANSPORTATION - RES 9016.00 Fee summary ----------------- Charged Paid Credited. Due: Permit Fee Total ---------- 3979.07 ---------- ---------- _- .00 .00 -------- 3_:97.9.07 Plan Check Total 516.49 .00 .00 516.49 Other Fee Total 23407.73 .00 .00 23407.73 Grand Total 2.7903.29 .00 .00 27903.29 LQPERMIT .,' CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT (760) 777-7012 INSPECTION REQUEST LINE (760) 777-7153 C-agor OUSING COALITION BROWN CONSTRUCTION Permit Number 07-3243 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 11,125SF ITYPE:C]/V-1 HR/RES-1/8-UNITS - 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. "REDUCED FEE** (BUILDING: 8400 - TYPE: Cl TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF 0 • ``p OKAY TO WRAP ®hr.rr• FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVtH NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G GAS U/G ELECTRICAL PRE -PLASTER (ALARMS / BARRIERS) FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE ,c') —" ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. Z FINAL / JOB COMPLETED i/--7 , O ' ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77.933 Las Montarias Rd., # 201 Palm Desert, CA 92211-41 31 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: 1 f To: La awh Id g S Dd p— I Fax: Tract/Parcel Map #: t4a o7- Perm it/Lot #:-� Job Site Address: Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) C C 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. Auth ri ng Signature For Release � v f1i1 Print Name Form C — Revised 8/27/2009 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual LCSystem ble to insured from: Factory Mutual Engineering and Research, 1151 Boston -Providence Turnpike. P.O. Boa 9102. Norwood MA 02062 PkOCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with aDDrovina anthnritv'1Z reT,irPmPntC r 1 ­1 nrr1,* ,.. , PROPERTY NAME: La Quinta Dune Palms Neighborhood V- JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVING AUTH0RITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office PLANS ADDRESS: 77-933 Las Montanas Rd. #210 INSTALLATION CONFORMS TO ACCEPTED PLANS PES X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) ES X NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NENV EQUIPMENT? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON ITS X NO PREMISES? IF NO. EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building C 8400 MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-II 2008 1/2" 63 1600 SPRINKLERS Pendent TY-FRB 2008 1/2" 7 2000 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X NO FITTINGS CONFORM TO NFPA #13 STANDARD YES X NO ALARM ALARM DEVICE MA -NIUM TIME TO OPERATE THROUGH TEST PIPE VALVE OR TYPE MAKE MODEL MIN. SEC. FLOW INDICATOR WATERFLOW SWITCH POTTER VSR-F 0 60 DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARM OPER- ATED PROPERLY MINI. SEC. PSI PSI PSI MIN. SEC. MIN: I SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION I PNEUMATIC ELECTRIC I HYDRAULIC PIPING SUPERVISED I YES NO DETECTING MEDIA YES NO SUPERVISED? _ DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO. EXTLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? 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 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 WATIR SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PSI UNDERGROUND NIAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # SJB? 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 NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? FX WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES NO INCOMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES 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: IX INO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY O\1'NER (Signed) TITLE DATE SIGNATURES INST 'TRAC R ) TITLE DATE CR ADDITIONAL EXPLA N NO ES December 24, 2007 Ms. Amy Yu, Engineering Assistant II City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Pad Certification - Parcel 4 of Parcel Map No. 33588, SDP 206-857 JN 1786 - CVHC Dune Palms Neighborhood Dear Amy: This letter is to verify that the locations and elevations of the building pads for the lots listed below for Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Building # Plan Field Difference 2200 A 60.9 60.9 +0.0 2100 A 60.3 60.3 +0.0 2300 A 59.4 59.4 +0.0 2400 C 59.2 59.2 +0.0 3100 C 59.7 59.7 +0.0 3300 K 59.1 59.1 +0.0 3200 C 58.3 58.3 +0.0 4100 A 57.1 57.1 +0.0 4200 A 55.8 55.8 +0.0 5100 B 53.7 53.7 +0.0 5200 B 52.7 52.7 +0.0 6100 B 52.8 52.8 +0.0 6200 B 52.0 52.0 +0.0 7100 B 53.4 53.4 +0.0 34200 130 1; Harr DrivC !-:,! R,AN( HU MIRA(til] cJ CAL IrHRN1AD; 92270 -7A(I-I-)rl_Q\11 - 7ffl_;l:_7�c); P.i\• t N;llA( ri�cr,rllntr;l\iriv)ad Ms. Amy Yu, Engineering Assistant 11 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, .;harles R. Harris, PLS 4989 Director of Survey and Mapping CRH-t EC: Mike Troth PL LgIjO S CHARLES R. �- 0 �c HARRIS o Exp: 12131 /07 y!� ,P\ No. 4989 9TF O� O�� FCA�- ` )4200 BOB H(WL Dmvc RANCHO NMRAIIF = CAI ITORNIA L" 9-2270 760-110-U):I I 7A1')_;-);-7SO, FAN• C-1 w;ww MCAC'n\1�'T11 1N1iJ\11i' ("ONA �c June 19, 2008 Ms. Angelica Zarco City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Form Certification — CVHC Dune Palms Neighborhood Parcel 4 of Parcel Map No.33588, Buildings 8300 and 8400 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 8300 and 8400 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 8300 55.60 55.61 +0.01 Building 8400 56.20 56.23 +0.03 If you have any questions, please contact our office. Very truly yours, .Q� Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth LAND CHAc ES R. U HARRIS O No, 4989 Exp, 12/31i099 CA 342200 I30B HOPF DRIVE. v RANCHO MIRAOC Q CALIFORNIA ED 92270 I 1 w 7(,0-I);_-No l r..�u = Nvvvw Ai1(:A('i7N1�11TTT3(,INC CCITO r— t-AGAYRER ENGINEERING STRUCTURAL ENGINEERING City of La Quinta Building Department c/o Interactive Design Corp. 199 S. Civic Center Drive Palm Springs, CA 92262 RE: Dune Palms Neighborhood 47-795 Dune Palms Road La Quinta, CA 92253 Building Number: 8400 Building Official: November 6, 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 confonnance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, Ape George H. Grayner, S. E. Grayner Engineering loot @�ppr ESS/0 (p' I_u [No.1809 -pig Exp. 9-30-09 s� sTAUCNR�� qTF eF 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 Earn r-COW South July 17, 20 Coachella 45-701 Mc Indio Cali - Attention: Subject: Project: Cvctal' s _r ,alley Housing Coalition iroe Street, Plaza 1, Suite G pia 92201 Mr. Brian Peulicke I Recommendations for Unstable Soil Conditions Proposed Multi -Family Residential Development Northwest Corner of Dune Palms Road and Avenue 48 i i References: i i As 8400. Tl that a lea available base of tl epoxy Pr If there o the unde C44 Craig S. CE 392' L' n ... r . ri ih Drive Bermuda Dunes, CA 92203 (760)345-1588 (800) 924-7015 FAX (760) 345-7315 File No.: 09571-04 Doc. No.: 08-07-789 La Qumia, Proposed Multi - I. Earth Systems Sal Developmentshnical Northwest Corner f Dune Palms Road and Repo Family Residential Avenue 48, La Quinta, California, File No.: 09571-04, Doc. No.: 06-07-73 , dated July 13, 2006. endum 2. Earth Systems Southwest, Addential Development, elopment, rNorthwest Cornell of Dcal Engineering une Proposed Multi -Family Resrd Palms Road and Avenue 48, La Quinta, California, File No.: 09571-04, Doc. No.: 06-08-778, dated August 14, 2006. ed by Mike representing Brown Constriction, a representative of Earth Systems observed an excavation that extended under a portion of the foundation at Building ased on our est excavation was made to repair a water line. the Bresulting void observation, Depending upon the (low to no shrink) grout be used to back fill from local suppliers, the grout may need to be left'/z-inch to 1-mch below the foundation, allowed to cure for at least 24 hours and the resulting void filled with an ection product designed for this type of use. any questions regarding this letter or if additional information is desired, please call ianed at (760) 345-1588. Distribution: 2/Coachella Valley Housing Coalition 2/Interactive Design Group 2/MSA, Inc. 2/Brown Construction 1/RC File 2/BD File FS HERN CALIFORNIA TESTING. INC.. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00583 6280 RIVERDALE STREET, SAN DIEGO CA 92120 r 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` -FYI F PL NC Fm F pert 1 nc FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS CAULKING ❑ H.S. BOLTING n PROJECT TITLE: PHASE DSA IMPD FILE NO.: MAAPP. NO.: DUNE PALMS I BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORT( INSPECTED: BUILDING 8400 C MATERIAL C FI ION: SIKA FLEX 15 LM PAINTABLE POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE: 3/17/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE BEAM TO WALL INTERSECTIONS AS WELL AS WHERE THE BEAM INTERSECTS THE STUCCO COLUMN ON THE NORTH WEST CORNER BALCONY, SFCOND FLOOR. *OPEN CELL BACKER ROD WAS INSTALLED IN AREAS WHERE THE JOINT WAS 1/4" OR OVER. NEXT SIKA FLEX 15 LM POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE BEAM TO J MOLD/ MILCOR INTERSECTION. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/ BACKER ROD 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 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 17uECTORS as with the OSHPD approved documents. No:= Inspector Initials: N/A SIGNATURE REGISTRATION N0, I hereby certify that I have Inspected the above reported work in accordance with the 3/17/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE cam Iles with the DSA approved documents. Yes: No: 0 Inspector Initials: N/A aignatare authorizes the above work SC58T 205 REV 7/O6 W HERE TING. INC.. TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING5 INC. : 00568 6280 RIVERDALE STREET, SAN DIEGO CA 92120 " Phone (619) 280-4321 Fax (619) 290-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0922004P P.O. NO.: I C I k FPL NC FIX PaM I n. 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 PROJECT TITLE: PHASE #: DSA/OSHPD FILE NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMI NO.: P-;LAQUINTA 47-795 DUNE PALMS ROAD 07-3243 ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL 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: 3/10/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 8400. -LNERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE. **PUNCH LIST** *BALCONY ON THE SECOND FLOOR NORTH ELEVATION HAS A CRACKED STARTER BOARD. FIRST COARSE OF TILE SHOULD BE REMOVED AS WELL AS THE EDGE METAL ETC. TO INSTALL NEW STARTER BOARD. *CLEAN LOOSE DEBRIS FROM THE VALLEYS. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS OTHER THAN PUNCH LIST ITEMS LISTED ABOVE. 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 es with the OSHPD approved documents. = No:= Inspector Initials: N/A SPECTORS SIGNATURE REGISTRATION NO, I hereby certify that I have Inspected the above reported work In accordance with the 3/10/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE comIIIle—s wtith the DSA approved documents. ,as :L_J No: = Inspector Initials: N/A signature authorizes the above work SCSBT 205 REV 2/O6 r ^ERN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 x 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.: F v l ] PL NC FIX MW; 00544 0822004P PArF l nc l 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 IOSHPD FILE NO.: DMAPP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJEC ADDRESS PERMIT NO.:PLAN HLk :LA 47-795 DUNE PALMS ROAD 07-3243 QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICATION: SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT CLOSED CELL BACKER ROD DATE: 2/26/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE SIESMIC JOINT BETWEEN THE TWO STORY AND THREE STORY SECTIONS ON BUILDING 8400. ' 'OSED CELL BACKER ROD WAS INSTALLED OVER THE MFM SUBSEAL TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/8"- l /2" NEXT THE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE SEISMIC JOINTS. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. NEXT THE CAULKERS ADDED A SAND FINISH TO THE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL SIESMIC JOINT CAULKING 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 `i�7OODARD 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 ar-Irdar ce with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 'es with the OSHPD approved documents. No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, hereby certify that I have Inspected the above reported work in accordance with the 2/26/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE com Iles with the DSA approved documents. Yes:= No: = Inspector Initials: N/A 'signature authorizes the above work SC58T 205 REV TI08 !RN CALIFORNIA �TESTING, INC. W SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00498 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.: PL NC FFIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING El 0. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA 105HPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8400 ROOF TILE PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 2/04/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8400. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 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 --rdance with the requirements of the OSHPD approved documents. The work inspected �s with the OSHPD approved documents. No:= Inspector Initials: N/A ICC #5077516-10 MSPECTORSSIGNATURE O REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 2/04/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDEMS SIGNATURE DATE comPlies with the DSA approved documents. No: = Inspector Initials: N/A signature authorizes the above work Yes:�J SCS9T205REV2M ' NERN CALIFORNIA ESTILIF 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 I c: I RI PL N� FIXT SCSBT FILE NO: P.O. NO.: MW. 00476 0822004P onr_c 1 1 FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE ® ROOFING/WATERPROOFING ❑ P.T.CONCRETE /STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERM NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8400 C ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/26/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8400. GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that 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 �Aog� ICC #5077516-10 "es with the OSHPD approved documents. = No:= Inspector Initials: N/A N�iSA INSPECTORS SIGNATURE REGISTRATION NO, I hereby certify that I have inspected the above reported work in accordance with the1/26/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA D�SA approved documents. Yes: No: Inspector Initials: N/A u 'signature audiortres fhe above work SC56T 2lM REV ?)lilt 4ERN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120'* Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 FCDJ►I PL NC I FFIX F SCSBT FILE NO: P.O. NO.: MW: 00440 0822004P Panic I nr 1 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 PROdEC'T TITLE: PHASE #: DSA /OSHPD FILE NO.: APP. NO.: DSA DUNE PALMS BLDG 8400 N/A N/A PRO.IECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3243 :LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIALCLASSIFICATION: PELLA FIBERGLASS WINDOWS, 1211 MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 1/07/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). i WO 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. 611-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 611X18"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. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. CBC I hereby certify that l 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 WOOD) 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 ar.rordance with the requirements of the OSHPD approved documents. The inspected ICC #5077516-10 work `es with the OSHPD approved documents. No:= Inspector Initials: N/A /� S1I�S SIGNATURE REGISTRATION NO, i I `A I hereby certify that I have inspected the above reported work in accordance with the 1 �07�2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com Iles with the DSA approved documents. Yes:�No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 2/06 `ETN GALIFORNIA ESTING, ING. SOUTHERN CALIFORNIA SOIL & TESTING, INC. Mw: 00457 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.: I KI PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: []REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING (1 PROJECT TITLE: PHASE#: DSA IOSHPDFILE NO.: MAAPP. NO.: DUNE PALMS I BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.:--::] FLAN I-ILt NU.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURET&NE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 1/15/2009 TIME ARRIVED: TIME DEPARTED: FDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. *LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6%8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X 3 EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC 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 / - irdance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 lies with the OSHPD approved documents. No:= Inspector Initials: N/A SPEGTORS SIGNATURE REGISTRATION NO, .= DSA I hereby certify that I have inspected the above reported work in accordance with the 1/15/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE cam Iles with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SC58T 205 REV 2J06 SRN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS8T FILE NO: P.O. NO.: C 1 A I PL N� FIX MW. 00398 0822004P oerc I 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE t DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERI& CLASSIHCATI N: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 12/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Printed) P.E . REVIEW: 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 �dance wilts the requirements of the OSHPD approved documents. The work inspected es wRh the OSHPD approved documents. No:= Inspector Initials: N/A ICC #5077516-10 INSPECTORS SIG ATURE REGISTRATION N0, 1DSA I hereby certify that I have inspected the above reported work in accordance with the 12/12�2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn Iles with the DSA approved documents. Yes: No: Q Inspector Initials: N/A 's gneture authorizes the above work SCS8T 205 REV 7J06 RN CALIFORNIA TE.TING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00326 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.: I C I X I PL NC F FIX PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: FLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8400 C ROOF TILE IN PROGRESS MATERIAL 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: 11/10/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8400. JERAL 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 SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. 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. CHIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) RE . 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 �rdance with the requirements of We OSHPD approved documents. The work Inspected J 9s with the OS�HPD approved documents. N/A `� No: Inspector Initials: ICC #5077516-10 INACTORS SIGNATURE REGISTRATION NO, I DSA I hereby certify that I have Inspected the above reported work in accordance with the 11/10/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE cam lies with the DSA approved documents. inspector Initials: N/A -signature authaizesffieabove ttrorlf Yes,.: SCS&T205REV yOa ERN CA IFORNIA Tes".G. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00331 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I C 1 JV PL I NC I I FFIX PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS EARTHBOUND ❑ H.S. BOLTING n PROJECT TITLE: PHASE #., DSA /OSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8400 C CLASSIFICATION:MATERIAL EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 11/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FINISHED ASSEMBLY TO ENSURE ACTIVATION OF THE SYSTEM. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1 /2"-7/8" 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 #357 AND #358. *EARTHBOUND SIESMIC HOLDOWN SYSTEM HAS BEEN ACTIVATED AT ALL SLACK JACK DEVICES. 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 dance with the requirements of the OSHPD approved documents. The work Inspected --s with the OSHPD approved documents. No:= Inspector Initials: N/A ICC #5077516-10 INSPECTORS SIGNATURE REGISTRATION N0, DSA I hereby certify that I have inspected the above reported work in accordance with the 11/12/2008 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. No: = Inspector Initials: N/A 'signature authorizes the above work I. sCS6T 205 REV 7108 -RN CALIFORNIA TE6TING, ING. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00341 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 I c I k PL NC I I r FIX SCSBT FILE NO: 0822004P P.O. NO.: PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING G C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE PHASE 0: DSA 10SHPD FILE NO.: MA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: ., 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS LOCATION OF WORK INSPECTED: - BUILDING 8400 C MATERIAL CLASSIFICATI . PELLA FIBERGLASS WINDOWS, PELLA BUTYL TAPE 12" MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/17I2O08 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). INDOWS WERE INSTALLED WITH THE NEW INSTALLATION PROCEDURE AS REQUESTED. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL RUN UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS IN WEATHERBOARD FASHION. PELLA BUTYL TAPE WAS PLACED OVER THE NAILING FIN TO ENCAPSULATE THE FASTENERS, FOLLOWED BY THE HEAD FLASHING OF 12" MFM SUBSEAL. 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 -j requirements of OSHPD approved documents. Sampling and testing were conducted in ' ICC #5077516-10 P -ordance with the requirements of the OSHD approved documents. The work Inspected" Mies with the OSHPD approved documents. -s:O No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, USA I hereby certify that 1 have inspected the above reported work in accordance with the 11/17/2008 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 ties with the DSA approved documents. N/A = signature authorizes the above work scsaT205REV2M6 Yes: No: Inspector Initials: 'KERN CALIFORNIA i TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00310 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 SCSBT FILE NO: 0822004P P.O. NO.: I C 1 if► I PL FDIC F7� aerg I — FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY El WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.; 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR; BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 11/3/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 8100. -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 MASTIC 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, the work inspected is to the best of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Printed) P.E. REVIEW: 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 �rdance with the requirements of the OSHPD approved documents. The work Inspected ICC #507751 6-10 ='ies with the OSHPD approved documents. NO:= Inspector Initials: N/A I p TO REGISTRATION N0. DSA I hereby certify that 1 have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted In 11 /3/2008 accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE cam Iies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 206 j V CAIAFORNIA :STING. INC. SOUTHERN CALIFORNIA SOIL &. TESTING, INC. MW: oo3oz 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: I �% I �[ I P� NFix F PAGF I nF 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 P. DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICATION: 3/4" AND 7/8" ALL THREAD, HILTI HIT-HY 150 EPDXY BATCH #095514L2 05/2009 ICBO ER#5193 EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO #5378 DATE: 10/30/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE INSPECTION OF THE EPDXY RETROFIT FOR MISPLACED 3/4" AND 7/8" EARTHBOUND HOLD DOWNS AT GRID LINES B, 5.5 AND A, 15. *EACH HOLE OBSERVED WAS DRILLED 1/8" LARGER THAN ALL THREAD DIAMETER AND WAS PROPERLY CLEANED WITH AN AIR HOSE AND A WIRE BRUSH. 3/4" AND 7/8" ALL THREAD WERE EMBEDDED 20" AS PER RFI #357 AND #358. HILTI HIT-HY 150 EPDXY BATCH #095514L2 05/2009 ICBO ER#5193 WAS USED TO SET BOLTS. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in / a/ ance with the requirements of the OSHPD approved documents. The work Inspected c#r ;with the OSHPD approved documents. Ye . No:= Inspector Initials: N/A ,:�. ICC #5077516-92 INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 10/30/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes:= No: Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 2/06 IETE TING, I N . . TESTING, NC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00290 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I C -Fr F PL I NC I FFIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n RED IRON GRT PROJECT TITLE: PHASE M OSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: RAN FILE NO.: 47795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICATION: HUB 100 H NON SHRINK HIGH STRENGTH GROUT ASTM C-1107 HUB 100 ALL RESIN CLEAR CURE DATE: 10/28/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HIGH STRENGTH GROUTING AT THE BASE PLATES ON THE RED IRON FOR THE STAIRS GRID LINES 14-14.8, J.5-6 AS WELL AS GRID LINES 4-6, J-H. A TOTAL OF BASE PLATES WERE GROUTED. *GROUT WAS MIXED WITH APROX. 3.5 TO 4 QUARTS OF WATER TO ACHIEVE LIQUID STATE, 3 MINUTES. GROUT WAS PLACED AT THE BASE PLATES OF THE RED IRON APROX. 2" OUTSIDE OF THE PLATES. AFTER THE PLACEMENT OF THE GROUT HUB 100 ALL RESIN CLEAR CURE WAS APPLIED. HIGH STRENGTH GROUTING PROCEDURE APEARS TO BE IN ACORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in irdance with the requirements of the OSHPD approved documents. The work Inspected `% ICC #507751 &92 lies with the OSHPD approved documents. 1:" No:O Inspector initials: N/A INSPECTORS SIGNATURE REGISTRAnONNO, DSA I hereby certify that I have inspected the above reported work in accordance with the 10/28/2008 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 signatrse authorizes the above work SCSST 205 REV?AIB So ALIFORNIA ' "0"" SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00280 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280 4321 Fax (619) 280 4717 83-740 CITRUS AVENUE, SUiTH G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 0822004P SCSBT FILE NO: FIX P.O. NO.: OF 1 PAGE C p� NC 1 REINFORCED MASONRY ❑WELDING ❑FIREPROOFING FIELD INSPECTION REPORT FOR: ❑REINFORCED CONCRETE ❑ ©SHEAR NAIL 0. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PHASE#: pgpipSHPDFILENO.: DSA APP. NO.; PROJECT TITLE: BLDG 8400 N/A N/A DUNE PALMS .. 47-795 DUNE PALMS ROAD I-- .._.. 07-3243 1 LA ENGINEER INTERACTIVE DESIGN GRAYNER SUBCONTRACTOR: TONE FRAMING 8400 C 15/32" STR I O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: TIME ARRIVED: TIME DEPARTED: 10/06/2008 DESCRIPTION OF WORK INSPECTED: ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST AND SECOND FLOOR OF BUILDNIG 8400 (IN PROGRESS). � .- .;ERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.SB NAILED PER S1.5C-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 S1.5C-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5C-2 AS WELL. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *FIRST FLOOR -GRID LINE B 5-6, NEED #2 SHEAR WALL PER S1.5C-5 AND EPDXY IMP 216. *FIRST AND SECOND FLOOR -GRID LINE I,14-14.8 NEED #6 SHEARWALL PER S1.5C-5. *SECOND FLOOR- GRID LINE H 12-13 NAIL #6 SHEARWALL. GRID LINE G 8-11 NAIL #3 SHEAR WALL. GRID LINE J.5 7-8 NAIL #6 SHEAR WALL. GRID LINE K-8 NAIL #6 SHEAR WALL. CBC I hereby certify that I have Inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. 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 J . / ICC #5077510-10 accordance with the requirements of the OSHPD approved documents. The work inspected �Iies with the OSHPD approved documents. = No:= Inspector Initials: N/A WIRSPECTORSSI IATURE REGISTRATION NO, I hereby certify that I have Inspected the above reported work In accordance with the 10/06/2008 1 requirements of DSA approved documents. Sampling and testing were conducted In SUPERIN7ENDEN7S SIGNATURE DATE - accordance with the requirements of the DSA approved documents. The work inspected cornlies with the DSA approved documents. Yes _I No: 0 Inspector Initials: N/A -signature authorizes the above work scsarzosREvaroe ' =N.G-RNIA SnN.rN�. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 1�1 �, W 00254 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 290-4321 Fax (619) 280-4717 �y 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 ' � PL NC FIX PAGE 1 OF. 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 ® EARTHBOUND PROJECT TTTLE: PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8400 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3243 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM JCB0#5378,1 /2"- I " ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/24/2008 TIME ARRIVED: 711111E DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FIRST, SECOND AND 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 STITCH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. PUNCH LIST ITEMS LISTED BELOW. **PUNCH LIST** *GRID LINE B -55 NEED TO EPDXY 3/4" EARTHBOUND PER RFI #357 AND #358_ *GRID LINE A -15 NEED TO EPDXY 7/8" EARTHBOUND PER RFI #357 AND #358. *GRID LINE 13-15 MISSING 7/8" EARTHBOUND AND COUPLER. *SECOND FLOOR- GRID LINES L AND K- 10 MISSING 1/2" EARTHBOUND/ COUPLER AND SLACK JACK. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES, WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD documents. doments. Sampling and testing were conducted in LG.'(Y" ICC #5077516-10 dance with the requirements of the OSHPD approved documents. The work inspected L\, es with the OSHPD approved documents. INSPECTORS SIGNATURE REGISTRATION NO, Y6s.= No:= Inspector Initials: N/A DSA I hereby certify that I have Inspected the above reported work In accordance with the 9/24/2008 requirements of DSA approved documents. Sampling and testing were conducted in *SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected com Iies with the DSA approved documents. N/A inspectorini8als: slgnahtre atd wdzes do above work SCS&T2oaREV 2MG Yes No:= YERN CALIFORNIA t TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 : Phonc (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, M10, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 C PL SCS&T FILE NO: MW; 00259 0822004P P.O. NO.: NC F FIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O.C.CONCRETE .21 ROOFING/WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS ❑ H.s. soLTtNc.O DL4PHRAM NL PROJECT 7RLE: PHASE M DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 9400 N/A N/A PRQIECTADDRESS PERMIT NO.:PLAN FILE :T 47-795 DUNE PALMS ROAD 07-3243 A QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8400 C MATERIALCLA IFlCA I l 9/32" STR I APA RATED O.S-B. I OD COMMON NAILS DATE: 9/25/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 8400 C. *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" Q.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC t 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 -rdance with the requirements of the OSHPD approved documents. The work inspected iCC #5077516-10 les with the OSHPD approved dowments. .= No:= Inspector Initials: N/A INSPECTORS gIGNA7URE REGISTRATION NO, DSA I hereby certify that i have inspected the above reported work in accordance with the 9/25/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes; No; = Inspector Initials: N/A sWmifwe aafhorizes fre above work SCSST 205 REV 7Po8 Certificat6 of Occupancy 10 0 4 t!'�f1�6tI jNCP[}�_TM OF IBuilding & 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 # 8400) Use classification: APARTMENTS Building Permit No.: 07-3243 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 P City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009