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07-3242 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/08 Application Number: 07-00003242 Owner: Property Address: 47795 DUNE PALMS RD COACHELLA VALLEY HOUSING COALI APN: 600-020-030_- - - 45701 MONROE ST 1-G Application description: DWELLING - 5 OR MORE FAMILY INDIO; CA 92201 Property Zoning: REGIONAL COMMERCIAL Application valuation: 715537 Contractor: Applicant: Architect or Engineer: BROWN CONSTRUCTION, INC. PO BOX 980700 JAI WEST SARAMENTO, CA 957-9. (916)313-9300 croCftv or. tA Lic. No.: 396120 LICENSED CONTRACTOR'SDECLARATION WORKER'S COMPENSATION DECLARATION I'herebyaffirm underpenaltyof perjury that 1 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 the Business and Professionals Code, and my License is in full force and effect. _ 1 have and will maintain a certificate of consent,to self -insure for workers' compensation, as provided License s:. B for by Section. 3700 of the Labor Code,, far the performance'of the work for which this permit'is ��L�icpnseNo.:396120 issued. I I have and will maintain workers' compensation insurance, as required by,Section 3700 of the Labor '7t' Code, for the performance of the work1or which this:permit is issued. .My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are:! I hereby affirm. under penalty of perjury that I am exempt from the Contractor's State License 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 _ I certify that; in the performance of the work for which thispermit is issued, I. shall not -employ any 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 subjectto the workers' compensation laws;of California, permit to file a signed statement that he or she is licensed pursuant to the provisionsof the Contractor's State and'agree.that, if Lshould 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 theJa �13ffa1 yi that he she islexempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by s � _ , �withhoseprovisions. any applicant for a permit subjects the. applicant to a civil penalty of not more than five hundred dollars (5500).:isr*40 Ap ' ant: ix[+�% (:_ I I, as ownerof. the Property'ror my employees with swagesas their sole compensation, will do the work,and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: 'The 'WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE'IS.UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and whoAoes the work himself orfierself through his or her own employees,• provided that the DOLLARS ($100,000); 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 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of provingthathe or she;did not build or . . improve for the purpose,of sale.). (_) 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 Lawdoes not apply to an owner of property who builds or improves thereon,. and who contracts for the projects with contractor(s) licensed pursuant'to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is,.a construction lending agency for the performance of"the work`for which this permit is issued. (Sec. 3097, Civ. C.i. Lender's Name: Lender's°Address: LQPER-MTT 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 harmless the City of La Ouinta,-its officers,agents and employees for any act or omission related to the work being performed underor 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 1 have read this application and state.that therabove information is correct. I agree,to comply with all city and county ordinances and state laws relating to buildin construction, and hereby authorize representatives of this my enter upon the above -menti fors es. / �u�S' ature (Applicant or -Agent): Application Number . . . . 07-00003242 ------ Structure Information 11,125SF [TYPE:C]/V-IHR/RES-1/8 - DU ----- Other struct 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 . . . BUILD-ING PERMIT Additional desc . . Permit Fee . . .. . 2687.50 Plan Check Fee 436.72 Issue Date . . . . Valuation 715537 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 2039.50 2.16.00 3..0000 -------------------------------------------------------------------------- THOU BLDG 500,001-1,000,0.0'0 64.8.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 279.00 Plan Check Fee 17.43 - Issue Date . . . . Valuation . . 0 Expiration Date 7/23/08 Qty Unit Charge Per_ Extension BASE FEE 15.00 8.00 4.5000 .EA MECH VENT INST/ DUCT ALT 36.00 8.00 9.0000 EA MECH B/C <=3HP/1008 BTU 72.00 16.00 6.5000 EA MECH VENT FAN ' 104.0.0 8..00 6.5000 EA MECH EXHAUST HOOD 52.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 3.10.57 Plan Check Fee 1.9:41 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 LQPERMIT Application Number . . . . . 07-00003242 Permit . . . .. ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension Extension 119.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.,38 Permit . . . PLUMBING - ALLOWABLE AREA INCREASES: MULTISTORY / Additional desc . THIS PERMIT DOES NOT INCLUDE SITEWALLS, Permit Fee . . . . 68.7.00 Plan Check Fee 42.93 Issue. Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 December 28, 2007 3:56:02 PM.AORTEGA Qty Unit Charge Per ----------------------------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY Extension 43.67 ART .IN PUBLIC BASE FEE 15.00 72.00 6.0000 EA PLB FIXTURE 432.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 8.00 7.5000 EA PLB WATER HEATER/VENT 60.00 8.00 3.0000 EA PLB WATER INST/ALT/REP 24.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 16.00 .7500 EA PLB GAS PIPE >=5 12'.00 8:00 15.0000 EA PLB GAS METER 120.0.0 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 11,125$F [TYPE:C]/V-1HR/RES-1/8-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERES [3STOR,IES/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: 8100 - 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 LQPERMrr Application Number .. . . . . 07-00003242 -------------- - -- Other Fees . ---------- . . . . . . --- DIF FIRE PROTECTION -RES 256.00 DIF LIBRARIES - RES 2784:00 DIF PARK MAINT FAC - RES 168.00 DIF PARKS/REC - RES 7008.00 STRONG MOTION (SMI) - RES 71.55 DIF STREET MAINT FAC -RES 312.00 DIF TRANSPORTATION - RES 9016.00 Fee summary Charged Paid Credited Due Permit Fee Total 3979.07 .00 .00 397.9.07 Plan Check Total 516.49 .00 .00 516.49 Other Fee Total 23407.73 .00 .00 2.3_407.73 Grand Total 27903.29 .00 .00 27903.29 LQPERMIT t 0 b CITY OF LA QUINTA �ovX BUILDING & SAFETY DEPARTMENT 'F (760) 777-7012 0 INSPECTION REQUEST LINE _ (760) 777-7153 V MOUSING COALITION OWN CONSTRUCTION Permit Number 07-3242 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 11,125SF [TYPE:Cl/V-1HR/RES-1/8-UNITS - 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. "REDUCED FEE** [BUILDING: 8100 - TYPE: Cl TYPE OF INSPECTION I DATE I 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 f - s. © -T OKAY TO WRAP FRAMING (COMBINATION) ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST ® '7 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 -p ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. FINAL / JOB COMPLETED —fillZ4 ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING I Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St., Ste. 15D, 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 Montanas Rd., # 201 Palm Desert, CA 9221 1-4 131 Ph. (760) 863-8886 (760) 863.7072 Fire Department Clearance/Release Date:: q 3D To: Li (4 t 4f ) Fax: Tract/Parcel Map #: wa—c - 8 — 1) t Permit/Lot #: ' f6L G sf Yf {� Job Site Address: 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. , Auth ri ing ignature For Release 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 System available to insured from: Factory Mutual Eneineering and Research, 1151 Boston -Providence Turnpike, P.O. Box 9102. Norwood MA 02062 PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative -and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship. or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: La Quinta Dune Palms Neighborhood I JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) YES 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 NEW EQUIPMENT? ITS X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON YES X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building C 8100 MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-11 2008 I/z" 63 160" SPRINKLERS Pendent TY-FRB 2008 1/z" 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 MAXIMUM TIMM TO OPERATE THROUGH TEST PIPE VALVE OR TYPE MAKE MODEL MIN. SEC. FLOW INDICATOR WATERFLOVd 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 MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA YES NO SUPERVISED? DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO DELUGE AND PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO, EATLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL LOSS ALARM? OPERATE VALVE RELEASE? RELEASE. OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THANT 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE IN 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. DRY PIPING PNEUMATICALLY TESTED? YES NO IF NO, STATE REASON: EQUIPMENT OPERATES PROPERLY? LKI YES RNO DRAIN READING OF GAGE LOCATED NEAR WATtR 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? y YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND �/YES NO X, 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 DI 0.9, 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 NVITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE SIGNATURES FORINSTA G C TRACT i d) TITLE DATE ADDITIONAL EXPLA ION O E December 24, 2007 Ms. Amy Yu, Engineering Assistant II City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Pad Certification - Parcel 4 of Parcel Map No. 33588, SDP 206-857 JN 1786 - CVHC Dune Palms Neighborhood Dear Amy: This letter is to verify that the locations and elevations of the building pads for the lots listed below for Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Building # Plan Field Difference 2200 A 60.9 60.9 +0.0 2100 A 60.3 60.3 +0.0 2300 A 59.4 59.4 +0.0 2400 C 59.2 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 BO Ei Hare DRlvr m Itnn('HO MIRAUE El CALIFURNIA ER 92270 _QXI I c, 7A(1_;_)2_/! QI FnY E5 wwiu XAgA('ON":III TINIr;lvr' r'n\( Ms. Amy Yu, Engineering Assistant II Page Two December 24, 2007 Building # Plan Field Difference 7200 B 52.2 52.1 -0.1 8100 C 53.8 53.8 +0.0 8200 C 54.0 54.0 +0.0 8300 C 54.9 54.9 +0.0 8400 C 55.5 55.5 +0.0 0100 D 54.8 54.8 +0.0 1100 B 55.3 55.3 +0.0 1200 C 55.8 55.8 +0.0 If you have any questions, please contact our office. Very truly yours, Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth K\�NpL LA1�p S '' Z CHARLES R. �. cc HARRIS o * EXp: 12/31 /07 Cf)� No. 4989 FCAL 4200 BOP, Drier w_ RANCHO MIRAGE CAI ITORN1.A 92270 I i � 76O-Z),-7`9; FA'� is^_] ia;ww MCAT n�iei[IT INi:(Nr June 17, 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 8100 and 8200 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 8100 and 8200 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 8100 54.50 54.51 +0.01 Building 8200 54.70 54.70 +0.00 If you have any questions, please contact our office. Very truly yours, \-AND S�9\ CHARLES R.atla-� 164(� _U HARRIS p Charles R. Harris, PLS 4989 —J No. 4989 Director of Survey and Mapping 0) Exp.12/31/09 \Q CRH:tt EC: Mike Troth OF CALIF 34200 [30 [1 H(-wr; Darvr er4 RAM, IIO MIKAGF 0 CALIPI)RNIA 0 92270 7O0-1'?0-O'I I r 700-:?;-71M; FA < rl Nv\vw M1 A('(-)N4iIITIN(;INC i-OM (- [- 14GRUNER 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: 8100 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 conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, George H. Grayner, S. E. Grayner Engineering W10'-sw W (11 Ist - lExp.9.30-09 sT9�CT��`P� gTFOF CAI�F�Q 41106 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 -RN CALIFORNIA �E3TING, INC. SOUTHERN CALIFORNIA SOIL &. TESTING, INC. 6280 RTVERDALE 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 0822004P SCS&T FILE NO: P.O. NO.: MW: 00537 C PL NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑FIREPROOFING ROOFING 1 WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n O. C. CONCRETE ® PRo�cT TrrLE: PHASE fk DSA IOSHPD FILE NO.: DSA APP. NO.: N/A N/A PALMS BLDG 8100 LE PROJDUNE ECTADD ESS 47-795 DUNE PALMS ROAD FERMII Nu.: " 07-3242 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: COMMERCIAL CAULKING BROWN LOCATION OP WOM INSPECTED: BUILDING 8100 C O R SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT CLOSED CELL BACKER ROD DATE: 2/24/2009 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 8100. -OSED CELL BACKER ROD WAS INSTALLED OVER THE MFM SUBSEAL TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/8"- 1/2" 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 THREE SIDED ADHESION. NEXT THE CAULKERS SANDED 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 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 implies with the OSHPD approved documents. := No:� Inspector Initials: N/A SPECTORS SIGNATURE REGISTRATION NO, SA 1 hereby certify that 1 have inspected the above reported work in accordance with the 2/24/2009 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 It with the DSA approved documents. Yes:No:O Inspector Initials: N/A •slgnafure authorizes the above work SCSar205REv2M SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 r rvl F -PL r--� FIX N� SCSBT FILE NO: P.O. NO.: MW: 00473 0822004P 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 ❑ PROJECT TITLE; PHASE 8: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PR ADORE 47-795 DUNE PALMS ROAD PE R NO.: •• 07-3242 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8100 C FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 1/23/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING =W $ice -rENERAL 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. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077510-10 accordance with the requirements of the OSHPD approved documents. The work inspected -L the OSHPO approved documents. No:O Inspectorinitials: N/A '-- REGISTRATIONNO, y certify that I have Inspected the above reported work in accordance with the 1/23/2009 s of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS SIGNATURE DATE with the requirements of the DSA approved documents. The work inspected h the DSA approved documents.o: Inspector Initials: N/A `signature authorizes the above work SCSaT 205 REV moe CALWORNIAt 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 =Ffim_ NC FIX SCS&T FILE NO: P.O. NO.: MW: 00463 0822004P Parr 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 TRLE: PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: FLAN FILL :LA 47-795 DUNE PALMS ROAD 07-3242 QUINTA ARCHITECT: ENGINEER -- INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8100 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: 1/20/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8100. *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. **NOTE- UNDERSHOT DETAIL AT LOWER ROOF NEEDS ROOF TO WALL METAL TO EXTEND OVER THE LAST COARSE OF TILE UNDER THE VALLEY. **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, 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 -ordance 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 INSPECTORS SIGNATURE REGI STRATION N0, DSA I hereby certify that I have Inspected the above reported work in accordance with the 1/20/2009 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 lies with the DSA approved documents. Yes: No:= Inspector Initials: N/A *signature authorizes the above work SCS6T 205 REV ?/OS SQ' -RE CALIFORNIA STING, INC. W SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00401 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 0822004P SCS&T FILE NO: P.O. NO.: I .. 1 v 1 0l 1 1 NI [ 1 I FIX PAGE 1 OF. rrI ^ I I r --_ FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ 0. C. CONCRETE PROJECTTRLE: PHASEC OSAIOSHPDFILENO.: DSA NIP. NO.: N/A N/A DUNE PALMS BLDG 8100 PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: - 07-3242 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8100 C ROOF TILE IN PROGRESS MA 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: 12/15/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8100. *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 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) 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 T- InspectorREVIEW: Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with them requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPO approved documents. The work inspected ,omplies with the OSHPD approved documents. N/A c= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, iA I hereby certify that I have inspected the above reported work in accordance with the 12/1 5/2008 of DSA approved documents. Sampling and testing were conducted In ' 'SUPERINTENDENTS SIGNATURE DATE ce with the requirements of the DSA approved documents. The work inspected Lrequimments with the DSA approved documents. N/A = 'signature authorizes the above work No: Inspector Initials: SCS&T 205 REV 2106 r MERN GAUFORNIA TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00381 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 I VI PL NC I F-FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING I=I PROJECT TITLE: PHASES: OSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 8100 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: 07-3242 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG,15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 12/08/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. _ATH 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. 611X 181, CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected ` -'-"pr'l�ies �with the OSHPD approved documents. N/A No:= Inspector Initials: INSPECTORS SIGtATURE REGISTRATION NO, J in the ,A I hereby certify that I have inspected the above reported work accordance with 12/08/2008 t--1"quirements of DSA approved documents. Sampling and testing were conducted in *SUPERINTENDENTS SIGNATURE DATE ccordance with the requirements of the DSA approved documents. The work Inspected om lies with the DSA approved documents. es:M No: O Inspector Initials: N/A k 'signature authorizes the above work SCSBT205R1Y2/O6 'ERN CAL111""IA ■ TESTING, INC. SOUTHERN CALIFORNIA SOIL, & TESTING, INC. MW: 00373 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 PROJECT TITLE: PHASE M DSA /OSHPO FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN HLE NO.; 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERALCOHTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8100 C MATERIALCLASSIFUTer- PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 12/4/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS) SECOND AND THIRD 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. 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. *REVERSE LAP AT EYBROW VENT ON THE SOUTH ELEVATION WAS CORRECTED AS REQUESTED. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed)P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the goveming building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ,ordance with the requirements of the OSHPD approved documents. The work inspected // [CC #5077516-10 flies with the OSHPD approved documents. k_s:= No:= Inspector Initials: N/A I CiORS SK N E REGISTRATION N0, DSA 1 hereby certify that I have inspected the above reported work in accordance with 77 12/4/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENfs SIGNATURE DATE com lies with the DSA approved documents. Yes:= No: = Inspector Initials: N/A -signature aufhorkes the above ttwk SC58T 205 REV 206 'ERN CAUFORNIA T GTING.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: 00353 0822004P I �= 17 1 P� NC FIX oer-c I n� 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 t. DSA /OSHPD FILE NO.: OSAAPP.NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8100 C MATERIALCLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/21/2008 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. 6"41 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. *NOTE- NEED TO REPAIR REVERSE LAP AT EYEBROW VENT ABOVE BATHROOM WINDOW ON THE SOUTH FACING ELEVATION. 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 WOOF Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the .r•" requirements OSHPD approved documents. Sampling and testing were conducted ordance with the requirements of the OSHPD approved documents. The work Inspectedcted e ICC #5077516-10 lies with the OSHPD approved documents. - .= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION N0, OrI hereby certify that 1 have Inspected the above reported work in accordance with the 11/2I/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 2/O6 I, "IERN CALIFORNIA TEs'n.G. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 NC FIX SCSBT FILE NO: P.O. NO.: MW: 00335 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: MA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3248 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8100 C MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 1 1/14/2008 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. 611-81, AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X1811RIB 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 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 -ordance with the requirements of the OSHPD approved documents. The work Inspected � � ,- 1 ICC #5077516-10 dies with the OSHPD approved documents. N/A INSPECTORS SIGNATURE REGISTRATION NO, -e:= No:= Inspector Initials: DSA I hereby certify that I have Inspected the above reported work In accordance with the 11 /14/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the OSA approved documents. The work Inspected SUPERINTENDENTS SIGNATURE DATE CO- lies with the DSA approved documents. No: = Inspector Initials: N/A 'signature aLdWzzes the above work yes: ScsaT 205 Rev 20 M ?RN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00317 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 �� PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS EARTHBOUND ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA/OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8100 MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-l" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: I 1 /6/2008 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"-1" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *PUNCH LIST ITEMS ON THE EARTHBOUND HOLDOWN SYSTEM FROM PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. THE 3/4" IMP 216 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 7/8" IMP 217 AT A- 15. AS PER RFI #357 AND #358. *EARTHBOUND SIESMIC HOLDOWN SYSTEM HAS BEEN ACTIVATED AT ALL SLACK JACK DEVICES. 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 #5077516-10 lies with the OSHPD approved documents. ...+:= No:= Inspector Initials: N/A INSKICTORSSIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 11/6/2008 ts of DSA approved documents. Sampling and testing were conducted in with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE th the DSA approved documents. [�S:LNInitials: N/A *signature authorizMe es o:Q Inspector scsar205REV7AI6 D 'RN CAUFORNIA 'ESTMO, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00309 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 e+ 1 Y I DI 1 1 I Par- I I FIX PAGE 1 OF. FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: DUNE PALMS PHASEC BLDG 8100 DSAIOSHPOFILENO.: MAAPP. NO.: N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT mv" PLAN . 07-3242 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: GUY EVANS LOCATION OF WORK INSPECTED: BUILDING 8100 C MMRKCUkSSIRCATION; PELLA FIBERGLASS WINDOWS, PELLA BUTYL TAPE 12" MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/3/2TIME ARRIVED: TIME DEPARTED: 008 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). TNDOWS WERE INSTALLED WITH THE NEW INSTALLATION PROCEDURE AS REQUESTED. WO 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 SU13SEAL 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 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work Inspected the OSHPD approved documents_---- No[Inspector Initials: N/A ECT RS SIG ATURE REGISTRATION N0, y certify that 1 have inspected the above reported work in accordance with the 11/3/2008 s of DSA approved documents. Sampling and testing were conducted In with the requirements of the DSA approved documents. The work inspected L's ISUPERINTENDENTS SIGNATURE DATE th the DSA approved documents. = Inspector Initials: N/A signature aaNronz®D the above work o: SCS&Tzos REV 2= RN CA FORNIA S TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00298 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 -c-T-)( I PL I NC FIX 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 n PROJECT TITLE: PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECTADDRESS PERMIT NO.: PLM HLk Nu.: 47-795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8100 C ROOF TILE IN PROGRESS MATERIAL IFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 10/30/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR QUILDING 8100 C. uENERAL 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. 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, building laws. MILES WOODARD specifications and applicable sections of the governing Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the ients of OSHPD approved documents. Sampling and testing were conducted in ,Lrequirements ICC 45077516-10 ce with the requirements of the OSHPD approved documents. The work Inspected v% f � with the OSHPD approved documents. NSAINSPECTORS No:= Inspector Initials:reby SIGNATURE REGISTRATION NO, certify that I have inspected the above reported work in accordance with the 10/30/2008 of DSA approved documents. Sampling and testing were conducted in DATE ce with the requirements of the DSA approved documents. The work InspectedSIGNATURE with the DSA approved documents.No: = Initials: N/A 'signature authorizes the above work SC56T 205 REV 2 Inspector i"i C/WFORNI4 S .. TESTING, INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 . Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: P.O. NO.: F ` I �1 PL NC FIX MW: 00299 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING El O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 8100 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILE NO.: 47795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 8100 C MATEIRIAL 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 LLD 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 4095514L2 05/2009 ICBO ER#5193 WAS USED TO SET BOLTS. 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 WOOL Inspector Initials: M.W. r`�HPD I hereby certify that 1 have inspected the above reported work in accordance with the ,» - =� rements of OSHPD approved documents. Sampling and testing were conducted in rdance with the requirements of the OSHPD approved documents. The work inspected s-`� ICC #5077516-92 Ja. In lies with the OSHPD approved documents. N/A Yes:� No:= Inspector Initials: INS CTORS 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 corn he with the DSA approved documents. N/A 'signature authorizes the above work Yes: No: = Inspector Initials: SCSBT 205 REV 2/06 RN CAUFORNIA s _ TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00295 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: F L I� PL I NC I I FIX PAGE I 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 ❑ PROJECT TITLE: PHASE #: OSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT., ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8100 C MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 10/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) `)R 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 RUNUP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF V. 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, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the goveming building laws. MILES WOODARD Inspector Initials: M.W- OSHPD I hereby certify that I have inspected the above reported work in accordance with the •uirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 --dance with the requirements of the OSHPD approved documents. The work Inspected nplies with the OSHPO 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 10/29/2008 requirements of DSA approved documents. Sampling and testing were conducted in SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected corn lies with the DSA approved documents. N/A = signature authorizes the above work Yes: No: Inspector Initials: SCS6T 205 REV DOS m SOI 4STING, INc. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 CT ,I 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.: ' '' f 5 _- N P.O. NO.: 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 ❑ PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APR. NO.: l PROJECT ADDRESS y PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: f 4 f GENERAL CONTRACTOR:," SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: b �> DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: tu � IF t•. � r I( `. X, P.E. REVIEW: UB ,ereby certify that 1 have Inspected the above reported work. Unless noted otherwise, he work inspected is to the best of my knowledge in compliance with the approved plans, -)cificotions and applicable sections of the governing building laws. .. Ispector Initials INSPECTORS SIGNATURE--w��=1""""'°- REGISTRATION NO, _` DSA I hereby certify that I have inspected the above reported work in accordance with the i requirements of DSA approved documents. Sampling and testing were conducted in C 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: scsaT zos aev ztoe SO( ESTING, I.C. SOUTHERN CALIFORNIA SOIL & TESTINGINC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 0 83-740 CITRUS AVENUE, SUITE G INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 C S SCS&T FILE NO.- 0 P.O. NO.-* PAGE FIX OF C PL I FNc I I FIELD INSPECTION REPORT FOR: [I REINFORCED CONCRETE El REINFORCED MASONRY [I WELDING ❑ FIREPROOFING Fj Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: S, PHASE DSA FILE NO.: DSA APR. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO., ARCHITECT: i ENGINEER: GENERAL CONTRACTOR A/ SUB CONTRACTOR: It Z7 LOCATION OF WORK INSPECTED: 01C) MATERIAL CLASSIFICATION: -A -IJ L. A Ai DATE_ DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: NJ L L) C..- t A A, i kj P.E. REVIEW: LIBC "ereby certify that I have inspected the above reported work. Unless noted otherwise, ]he ] work inspected is to the best of my knowledge in compliance with the approved plans, ....... -7 cifications and applicable sections of the governing building laws. Initials i INSPECTORS SIGNATPRE' REGISTRATION NO. -.kector 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 e A 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: t M CA IFORNIA . TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo24a 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 PL I NC I FIX PAGE I OF 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 Y SHEAR NAIL PROJECT TITLE: PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8100 C MATERIALCLASSIFICATION: 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/22/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR `' BUILDNG 8100 (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER 51.5C-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. CS16 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 S 1.5C-2 AS WELL. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *FIRST FLOOR- GRID LINES G 14-15 #3 SHEAR WALL NAIL PER S 1.5C-5 SCHEDULE. *GRID LINES 15 A-B ADD NAILS AT #3 SHEAR WALL PER S1 SC-5 SCHEDULE - *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. r• HPD I hereby certify that I have inspected the above reported work in accordance with the rements of OSHPD approved documents. Sampling and testing were conducted in rdance with the requirements of the OSHPD approved documents. The work inspected ` G—� �ICC 45077516-10 plies with the OSHPO approved documents. = No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, A I hereby certify that I have inspected the above reported work in accordance with the r 9/22/2008 uirements of DSA approved documents. Sampling and testing were conducted In ordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDEMS SIGNATURE DATE lies with the DSA approved documents. N/A = 'signature authorizes the above work Yes: No: Inspector Initials: SCsar205REV vas :RN CALIFORNIA LLL .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 r-c-TY-1 PL NC FIX SCS&T FILE NO: P.O. NO.: MW: 00252 0822004P PAGE I nc 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS DIAPHRAM NL ❑ H.S. BOLTING r] PROJECT TITLE: PHASE#: DSAIOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.; 47-795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8100 C MATERIAL CLASSIFICATION: 19/32" STR I APA RATED O.S.B. 1 OD COMMON NAILS DATE: 9/23/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY 1R BUILDING 8100 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" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES' WOODARD Inspector Initials: M.W . OS 1 hereby certify that 1 have inspected the above reported work in accordance the ire in •irementsof OSHPD approved documents. Sampling and testing were conducted inrdance with the requirements of the OSHPD approved documents. The work ins cted ICC 45077516-10 4.is lies with the OSHPD approved documents. N/ASIGNATURE Yes: No:= Inspector Initials: REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 9/23/2008 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 lies with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above work Yes: No: SC58T 205 REV 2106 8 ,aN TMG, RN . 01E 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 00253 6280 RIVERDALE STREET, SAN DIEM CA 92120 ; Phone (619) 28134321 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" 11 1 p NC. FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: C]REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Ll.. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE ISTRESS ❑ EPDXYANCHORS EARTHBOUND ❑ H.S.BOLTINGrI PROJECTITIM PHASE* DSA IOSHPDFILE NO.: DSAAPP.NO.: DUNE PALMS I BLDG 8100 N/A N/A PROJECT ADDRESS PERMIT NO.:MAN FILt No.: 47-795 DUNE PALMS ROAD 07-3242 LA QUINTA ARCHITECT -.ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL coNlRAcroR: sue coNtwtcroR: Ol<J TONE FRAMING LocAnON of wow wsPECTED: BUILDING 8100 C EARTHBOUND SEISMIC HOEDOWN SYSTEM JCBO#5378,1/2"-1"ALL 773REA2, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/24/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM ' THE FIRST, SECOND AND THIRD FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2% l " 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 -5-5 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 B-15 MISSING 7/8" EARTHBOUND AND COUPLER. *THIRD FLOOR- GRID LINE D-14 MISSING SLACK JACK FOR 7/8" EARTHBOUND. *THIRD FLOOR- GRID LINES G-8, F-6, E-14 REPLACE BROKEN BRIDGE BLOCKS, 6"X 6" CBC I hereby oertify 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 WOODARD Inspector Initials: M.W. ID i hereby certify that I have inspected the above reported work in accordance with the nments 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 corn lies wkh the OSHPD approved documents.INSPECTORS Yes: No:= Inspector Initials: N/A SIGNATURE REGISTRATION NO, DSA I hereby certify that f have Inspected the above reported work in accordance with the 9/24/2008 requirements of DSA approved documents_ Sampling and tasting 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 SC58T 205 REV flee S HERN CAL - NM IFGTWG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00346 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.: FC T-Y-1 PL NC F FIX 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#: DSA/OSHPDFILE NO.; MAAPP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT PLAN FILE NO.: 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8100 C-I MATERIAL C TI PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/19/2008 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. 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 I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) 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 T. Inspector Initials: M.W. OSHPD 1 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/.. , TCC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work Inspected 'ties with the OSHPD approved documents_ N/A = No:= Inspector Initials: I E TORS SIGNATURE REGISTRATION NO, -A 1 hereby certify that I have inspected the above reported work in accordance with the 1 1 / 19/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDEMS SIGNATURE DATE corn lies with the DSA approved documents. = Initials: N/A 'signature authorizes the above work REV tios Yes: No: Inspector scsaT 205 Certificate of Occupancy Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 47-795 DUNE PALMS ROAD (BUILDING # 81001 Use classification: APARTMENTS Building Permit No.: 07-3242 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 City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009 POST IN A CONSPICUOUS PLACE