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07-3247 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO .LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003247 Property Address: 47795 DUNE PALMS RD AP -N: 600-020-030- - Application description:- DWELLING - 5 OR MORE Property Zoning: REGIONAL COMMERCIAL Application valuation: 363289 4 VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 1/25/08 Owner: COACHELLA VALLEY HOUSING COALI 45701 MONROE ST 1-G FAMILY INDIO, CA -92201 Contractor: Applicant:Architect or Engineer: BROWN CONSTRUCTION, PO BOX 98.0700 WEST SARAMENTO, CA ic. 37.3-9.3,6 Lic. No._ 39961'20 ----------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty, of perjury that I am licensed -under provisions of Chapter 9 (commencing with Section 7000), of Division 3 of the+Business and Professionals Code, and my License is in full force.and effect. - License lass B'. License No.: 396120 _ `t ate: ''W �i ntracior. Tryl- OWNER-BUILDER DECLARATION, I hereby. affirm under penalty of perjury that L am exempt from the Contractor's State.License Law'for'the, following reason�(Sec. 7031.5, Business;and-Piofessions,Code: Any city or county thatrequiresa permit.to, construct; alter,; improve, demolish; or repair 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 therContractor.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,forthe alleged exemption. Any violatiomof'Section 7031.5 by any applicant for a..permit subjects the applicant to.a civil penalty of not.more tfian five hundred dollars ($500).: (_) I, as.owner of the property, or my employees with wages as their sole compensation, will do,the work, and the structure isnot intended or offered for sale (Sec. 7044, Business;andIProfessions Code: The Contractors' State1icense Law does -not applyto an owner of property who builds,or improves thereon, and whodoes the work himself or herself through his ,orher own employees, provided that the improvements are -.not intended or offered for sale: If, however, the building or improvement is _sold within one year of completion, the owner -builder will•havethe burden of proving that heor she did not build or improve.for the purpose -of sale.). 1 _ 1 .l, 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 anownerof property who,builds�or improves>thereon, and who contracts for the.prolects°with a contractor(s)rlicens_ed pursuant to the, Contractors' State License Law.). (_) I am exempt under Sec. ,'B:&P.C. for this reason Date: Owner: CONSTRUCTION LENDING.AGENCY Lhereby affirm under penalty of perjury that there is a constructionlending agency for the performance of the. work for which this permit is issued (Sec., 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT INC.. 95791 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under' penalty ofperjury one of the following declarations: _ I have:and will.maintain a certificate of consent to self -insure for workers' compensation, as;provided for by Section 3700 of the Labor Code, for the performance of the work.for which this permit is issued. 0(I.havetand will maintain workers' compensation insurance; as required_by Section3700,of the Labor Code; for the performance of the work for which this permit is.issued. My workers' compensation insurance'carrierand policy number are: Carrier AMER INC Policy Number 3424477 I,certify that, in the performance of the..work,for which this permitis,issued, I shall nut employ any person in any manner so as to become subject to thwworkers' compensation laws of California, and agree that; if'I should become subject to:the workers' compensation provisions of Section 3700 of'th - Q s a rthwith comply with those provisions, WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE1S UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES ANDrCIVIL FINES UP TO ONEHUNDRED,THOUSAND DOLLARS 45100,000). IN ADDITION TO THE COST -OF COMPENSATION, DAMAGES AS•PROVIDED'FOR IN SECTION 3706 OF'THE LABOR CODE,INTEREST, AND ATTORNEY'S' FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application.is hereby made to theMirector. of Building and Safety for a permit subject to the conditions and restnctionsset forth on this, application. 1. Each person upon Whose behalf this, application is made; each persomat whose request and for whose benefitwork is performedlunderor pursuant want' 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' Quints, 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 applicatiom becomes null and void if work is: not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to. cancellation. I certify that I have read this application and state that the above' information is correct. I agree to comply With all city and :county ordinances.and state laws relating toybuilding,construction, and hereby authorize representatives of thiscounty to e-nter upon bove-mentionpfp tI:O S. Kate: , %- C gnature (Applicant or Agent): -- - Application Number . . . . . 07-00003247 ------ Structure Information 6,725SF [TYPE:B]/V-NR/RES-1/6-DU ----- Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 15.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG .00 PATIO SQ FTG 349.00 NUMBER OF UNITS 6.00 ---------------------------------------------------------------------------- Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . BUILDING PERMIT 1563.50 7/23/08 Plan Check Fee . . 254.07 Vaivation . . . . 363289 Qty Unit Charge Per Extension BASE FEE 63.9.50 264.00 3.5000 THOU BLDG 100,001-500,000 924.00 Permit . . MECHANICAL Additional desc . .. Permit Fee . . . . 194.5.0 Plan Check Fee 12.15 Issue Date Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 6.00 4.5000 EA MECH VENT INST/ DUCT ALT 27.00 5.00 9.0000 EA MECH B/C.<=3HP/100K BTU 4:5.00 1.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 16.50 8.0.0 6.5000 EA MECH VENT FAN 52.00 6..00 6.5000 EA MECH EXHAUST HOOD 39.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit. Fee . . . . 205.32 Plan Check Fee 12.83 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 6280.00 .0300 ELEC NEW RES - MULTI FAMILY 188.40 96.00 ------------------------------------------------------------------------ .0200 ELEC GARAGE 09 NON-RESIDENTIAL 1.92 LQPERMIT Application Number . . . . . 07-00003247 Permit . . PLUMBING BASE FEE Additional desc . . 6,725SF [TYPE:B]/V-NR/RES`-1/6-UNITS: Permit Fee . . . . 393.00 Plan Check Fee 24..56 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 ENCLOSURES. 2001 CBC, CPC, CMC, 2004 Qty Unit Charge Per Extension [BUILDING: 71.00 - TYPE: B] BASE FEE 15.00 32.00 6.0000 EA PLB FIXTURE 192.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 6.00 7.5000 EA PLB WATER HEATER/VENT 45.00 6.00 3.00.00 EA PLB WATER INST/ALT/REP 18.0.0 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00• .7500 EA PLB GAS PIPE >=5 9.00 6.00 15.000.0 EA. PLB GAS METER 90.00 Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration.Date . GRADING PERMIT 15.00 7/23/08 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ----- ----------------------------------_---------------------------------- Special Notes and Comments 6,725SF [TYPE:B]/V-NR/RES`-1/6-UNITS: - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERES [2STORIES/24,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004 CEC, 2005.ENERGY CODE. **REDUCED FEE** [BUILDING: 71.00 - TYPE: B] December 28, 2'007 4:18:38 .PM AORTEGA - - ------------ Other Fees . . . . . . . . . ACCESSIBILITY - _ PLAN REVIEW - ---- 25.40 ART IN PUBLIC PLACES -RES 408.22 DIF COMMUNITY CENTERS -RES 438.0'0 DIF CIVIC CENTER - RES 1374.00 ENERGY REVIEW FEE 25.4.0 DIF FIRE PROTECTION -RES 192.00 DIF LIBRARIES - RES 2088.00 DIF.PARK MAINT FAC - RES 126.00 DIF PARKS/REC.- RES 5256.00 STRONG MOTION (SMI) - RES 36.32 LQPERMIT Application Number . . . . . 07-00003247 ---------------------------------------------------------------------------- Other Fees . . . . . . _ . . I DIF STREET MAINT FAC -RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary Charged Paid Credited Due Permit Fee Total 2371.32 .00 .00 2371.32 Plan Check Total 303.61 .00 .00 303.61 Other Fee Total 16965.34 .00 .00 16965.34 Grand Total 19640.27 .00 .0.0 19640.27 LQPERMrr OF LA QUINTA �u=Y ILDING & SAFETY DEPARTMENT (760) 777-7012 ~r INSPECTION REQUEST LINE r- r� A (760) 777-7153 bw?ier V I USING COALITION `Cogtractor BR`'WN CONSTRUCTION tuber_ 107-3247 P6ST-0,W JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 6,725SF [TYPE:B]N-NR/RES-1/6-UNITS - 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. **REDUCED FEE** [BUILDING: 7100 - TYPE: BI 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 OKAY TO WRAP _ o FRAMING (COMBINATION) ROUGH ELECTRIC ROUGH PLUMBING - ROUGH MECHANICAL INSULATION a �i COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST SEPTIC ABANDONMENT f 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 ELECTRICAL PLUMBING " MECHANICAL PUBLIC WORKS DEPARTMENT % /I COMMUNITY DEVELOPMENT DEPT. L �r FINAL / JOB COMPLETED z 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 Mumieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montahas Rd., # 201 Palm Desert, CA 92211-41 31 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: "I To: Fax: Tract/Parcel Map #: 60 - -7 Permit/Lot #: f�� 0 6 � �( Job Site Address: y,""�"IS OLIne PdI►n j L. 62 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 Prgtection Planning office for further assistance. I I Authors iTg Signhture For Release �"iU 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 av le to insured from: Factory Mutual Engineering 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 JOB# 07205 DATE: Julv 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) I'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 NEW EQUIPMENT? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON I ES X NO PREMISES' IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building B 7100 MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-H 2008 r/2" 48 160" SPRINKLERS Pendent TY-FRB 2008 t/2" 5 2000 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X NO FITTINGS CONFORM TO I\TFPA #13 STANDARD YES X NO ALARM ALARM DEVICE NIAJHMUM 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 "'ATER REACHED OUT. ALARM OPER- ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. I SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION PNEUMATIC ELECTRIC I HYDRAULIC PIPING SUPERVISED I 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, EXPLAIN: 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 DESCRWTION 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 ]-1/2 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? MYES NO EQUIPMENT OPERATES PROPERLY? YES NO DRAIN READING OF GAGE LOCATED NEAR WATSR SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 Psi TEST PIPE OPEN WIDE 200 PSI UNDERGROUND MAWS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES OTHER E3TLAIN [9NO FLUSHED BY INSTALLER OF UNDERGROUND YES NO SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED. AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT.PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? ITS IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL. FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE SIGNATURES INSTAL n ACTO Si d TITLE DATE C� mil vL ADDITIONAL EXPL 1:ON D S: 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 B(Iti Harr DRive r- RANCHO MiRnc;r M CALIH)RNIA 0 92270 7AO_ _?(I -ON l I As. 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, ;harles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth Np,L LA/VD SG\ CHARLES R. 0 cr HARRIS O y4� Exp:12/31!07 ¢ No. 4989 \ FCAL ;4200 L'cle II(,PL Dalve E RANC'I10 n111;A6F D CAI IrclRNin �:, 92270 7 A 0 - Q R I I _ 7ht1_1 7<,Q i u;arw M gAC'(l\I CI IITIN(:I\I(' June 11, 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 7100 and 7200 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 7100 and 7200 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 7100 54.10 54.09 -0.01 Building 7200 52.90 52.89 -0.01 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 f/4 LAND S{�R� CHARLES R. <1 U HARRIS 0 No.4989 (jam Exp.12/31/09 \c� \� OF C AO- 0 34200 BOB HoPc DwvE m RANCHO MIRAGE M CALIFORNIA w 92270 760-320-981 1 P. 760-323-789 3 FAX M AA1�Avv.NiSAC'ONSITLTIN(;t;mc.CONI 9GRUNER 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: 7100 Building Official: October 9, 2008 As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, George H. Grayner, S. E. Grayner Engineering eRpFESS/0 H. 0� � o c�c� 9m m lF OF CAI�F�Q 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 Imperial Irrigation District K - 7442 Power Department — Underground/Service Inspection CLIENT: �� C I�Q I Q DATE: ^� CONTRACTOR: r TIME: PROJECT NO.: NETWORK NO.: INSPECTOR: CSP NO.: CONTRACTOR: 1 /' JOB LOCATION: LI -7 % PASS FAIL TRENCH: 0 PRIMARY SECONDARY 0 SERVICE CONDUIT: PRIMARY 0 0 SECONDARY SERVICE MANDREL: PRIMARY 0 SECONDARY SERVICE PHOTO/s AVAILABLE: 1:1 YES • PASS FAIL VAULT: GROUNDS: 0 0 = STANDARD SECTOR SWITCH PAD PAD: PULLBOX: OTHER: 0 0 SECTOR VAULT Imperial Irrigation District — Power Construction Management [ID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 'YERN CALIFORNIA '. TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6290 RIVERDALE STREET, SAN DIEGO CA 92120 ' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: P.O. NO.: C FYI I PL NC FIX MW: 00462 0822004P DArc I - 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE M: DSA IOSHPD FILE NO.: DUNE PALMS BLDG 7100 N/A N/A RODE ADDRESS PERMITNO.: P-;LAQUINTA 47-795 DUNE PALMS ROAD 07-3247 ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 7100 B 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: 1/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 7100. uENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/1611 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 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 WOODAgD 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 a—ordance with the requirements of the OSHPD approved documents. The work inspected ICC 45077516-10 lies with the OSHPD approved documents. 1 NO:= Inspector Initials: N/A SPECTORS SIGNATURE REGISTRATION NO, V SA I hereby certify that I have Inspected the above reported work in accordance with the 1 /16/2009 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 Iles with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SC58T 205 REV 2106 "ERN CAUFORNIA I G-nNG,INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC. j���J 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 M � � • 00342 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 I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING -- ❑ FIREPROOFING Q C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS SHEAR NAIL ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA 1CSHPD FILE NO.; MAAPP. NO.: DUNE PALMS I BLDG 7100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3247 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 7100B MATERIAL CLASSIFICATION: 15/32" STR I O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 11/18/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST AND SECOND FLOOR OF BUILDING 7100 COMPLETED ASSEMBLY ON INTERIOR WALLS. vENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER 5/S1.5B SCHEDULE. I 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 2/S1.5B. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER 2/S 1.5B AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINES - 12,A-B.2 NAIL #6 SHEAR WALL AS PER 5/S 1.513. 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 a^ ordance with the requirements of the OSHPD approved documents. The work Inspected ICC #5077516-10 lies with the OSHPD approved documents. I No:" Inspector Initials: N/A CTORSSIGNA RE REGISTRATION NO, L 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 11/18/2008 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 'sonsh m atd zes the above work SCSBT 205 REV 7/0lf RRN CAl1FORNIA TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00351 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 Y1 PL T7 I NC I I F-FTF� SCS&T FILE NO: 0822004P P.O. NO.: PAGE 1 OF 1 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: PHASE* DSA /OSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7100 N/A N/A PROJECTAD RESS PERMITNO..FLAN FILL NO.: 47-795 DUNE PALMS ROAD 07-3247 LA QUINTA ARCHITECT: ENGINEER: - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 7100 B MATERIAL SSI CA ION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE. 11/21/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. "LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.511 LEG 15/1611 CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6%8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME:1Prhded) 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 --.ordance with the requirements of the OSHPD approved documents. The work inspected /� vlies with the OSHPD approved documents. No:O Inspector Initials: N/A SIGNATURE REGISTRATION NO. `l. DSA I hereby certify that I have inspected the above reported work in accordance with the 11/21/2008 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. Y. No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT20 REV 2N8 SRN RN TESTING, TING, 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 F-C -1-M-1 FPL NC I FFIXT SCSBT FILE NO: P.O. NO.: MW: 00350 0822004P PAGE I nF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F 1 PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 7100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN I -ILL NO.: 47-795 DUNE PALMS ROAD 07-3247 LA QUINTA ARCHITECT: ENGINEER: - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 7100 B MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/20/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). iWO 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. **NOTE- GRID LINES A-16 AND 17- TWO 6"X6" POSTS MENTIONED IN MY REPORT FROM 11/5/2008 WERE REPAIRED AS PER RFI #485 TO PREVENT WATER INTRUSION. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in rdance with the requirements of the OSHPD approved documents. The work inspected l ICC #5077516-10 i'!-9 i A ies with the OSHPD approved documents. � 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 11 /20/2008 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. No: Q Inspector Initials: N/A 'signature authorizes the above work Z. SCSBT 2a5 RtV 2/O6 e " 'SRN CAUFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00315 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 f I PI 1_ I NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rl PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: N/A DUNE PALMS BLDG 7100 N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: 07-3247 FILM FILE NO.; LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: BROWN SUBCONTRACTOR: GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 7100 B MATERIAL I CATIO PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11 /S/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). 1WO 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. **NOTE- GRID LINES A-16 AND 17- TWO 6"X6" POSTS PENETRATE POP OUT AND NEED TO HAVE PROPER FLASHING TO PREVENT WATER INTRUSION. 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 tplies with the OSHPD approved documents. NSA := No:= Inspector Initials: I ECTORSSIGNATURE REGISTRATION NO, 7 - SA I hereby certify that I have Inspected the above reported work In accordance with the 11 /5/2UU8 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. Yes:=No:= Inspector Initials: Nip' s/gnature eVlhDI�ZB=Ih6 above work SCSar 205 REV 2W SOIL & TESTING, INC, C IT; 0 TT_ SOUTHERN CALIFORNIA SOIL & TESTING INC. S � R 121 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 111 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.r. NO.- PL 1 7 1 NC I I I FIX I PAGE / OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE 0 ROOFING WATERPROOFING ❑ FIT. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO.: _DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ? ENGINEER: A, F­ I v I 6A, GENERAL CONTRACTOR: SUB CONTRACTOR: 00 P\j t. iv/ LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION' L j%j A, DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 1A a . A- -3% !J S 0 -7, r A" 1A e )t i A /4 :)14 P.E. REVIEW: UBq, -eby certify that I have inspected the above reported work. Unless noted otherwise, the Inspected is to the best of my knowledge In compliance with the approved plans, Mcations laws. and applicable sectigns of the governing building pector Initials INSPECTORS SIGNATURE— REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected -SUPERINTENDENTS'SIGNATURE DATE complies with the DSA approved documents, *signature authorizes the above work Yes: No: Inspector Initials: SCS&T 205 REV =2106 SOIL & TESTING, INC. E 5 SOUTHERN CALIFORNIA SOIL & TESTINQ INC. q 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 S T ", SCS&T FILE NO.. N. PO. NO.: C PL NC FIX PAGE OF it FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE ❑ REINFORCED MASONRY [I WELDING El FIREPROOFING F1 Q. C. CONCRETE ❑ ROOFING WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE # DSA FILE NO.: DSA APR NO.: A/ PROJECT ADDRESS v, 14 -7 PERMIT NO.: PLAN FILE NO.: 7-4 J J ARCHITECT: V ENGINEER: r GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: kk. MATERIAL CLASSIFICATION: L DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 4- 'A A Jj C Xw- V r 7 —7, 01 ji. A e P.E. REVIEW: 4t -eby certify that I have inspected the above reported work. Unless noted otherwise, U VB� ,nspected is to the best of my knowledge in compliance with the approved plans, ifications and applicable sections of the governing building laws. ­f�ector Initials 'Yes: INSPECTORS SIGNATURE REGISTRATION NO. 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 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 No: Inspector Initials: SCS&T 22LR.22�ft c SOIL B TESTING, iNC. SOUTHERN CALIFORNIA SOIL & TESTINGy INC. 3 `5 4 O 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.:J�-1< P.O. NO.- C PL NC I I L FIX PAGE OF INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING FIREPROOFING [FIELD Q. C. CONCRETE ❑ROOFING /WATERPROOFING El P.T. CONCRETE/STRESS ❑EPDXY ANCHORS ❑ H.S. BOLTINGOJECT TITLE: .. : A PHASE #: DSA FILE NO.: 1: .i DSA APR. NO.: Ai l•s ... "v PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: � r Y. GENERAL CONTRACTOR: R \ _ 'V`.'- ii �y t .,i SUB CONTRACTOR: .. r LOCATION OF WORK INSPECTED: �a —tip MATERIAL CLASSIFICATION: tj t_. "'k t L. S DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 1,s ` • L1 t. !A r�i i•' L - €. i .1q`J �/t t .114 T ',fir' c _- •. .,-._��.. '•.} e:T, i �- ,7 vl` t - j J f� � �•�'x.__ � ri�aw �.FJ - 1;-.L._ \ P.E. REVIEW: UBC 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, ;ifications and applicable sections of the governing building laws. ,.sector Initials v INSPECTORS SIGNATURE 1' REGISTRATION NO. SA I hereby certify that I have inspected the above re orted work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents, The work inspected *SUPERINTENDENTS SIGNATURE ' " - DATE complies with the DSA approved documents. *signature authorizes the above work Yes: No: Inspector Initials: SCs&T 205 REV 2106 TING, I N . v{TESTING, NC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6290 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2904321 Fax (619) 290-4717 93_740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775.8362 i C l PL SCS&T FILE NO: MW: 00230 0822004P P.O. NO.: NC FIX PAGE I nF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING (l C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P T. CONCRETE / STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING 0 SHEAR NAIL PRO.IECT 11T E: PHASE#: DSA IOSHPD FILE NO.; DSA APP. NO.: DUNE PALMS BLDG 7100 N/A N/A PROJ TADD SS PERMRNO.:PLAN Vitt No.: 47-795 DUNE PALMS ROAD 07-3247 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 7100B LIATERIAL CLASSIFICATION: 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/15/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND FLOOR OF BUILDING 7100 (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER S1.5B-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5B-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5B-2 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINE- F 19-21 ADD LTP4 @ 8"O.C. PER S1.513-5 SCHEDULE. *GRID LINE- 16 B-D NAIL 46 SHEAR WALL PER S1.5B-5 SCHEDULE. *GRID LINE- 12 A F NAIL #6 SHEAR WALL. *GRID LINE- F 12-13 ADD NAILS TO #4 SHEAR WALL. *BLOCK ALL HOLES THROUGH SHEAR WALLS FROM FALL PROTECTION AND EDGE NAIL. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in -vdance with the requirements of the OSHPD approved documents. The work inspected G:.� ICC #5077516-10 'iss with the OSHPD approved documents. .1 1 No:= Inspector Initials: N/A INSACTORS SIGNATURE REGISTRATION NO, DSA t hereby certify that I have Inspected the above reported work in accordance with the 9/ 15/200$ 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 SC5L205 REV L V RN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. �: 00212 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.: FC I X 1 P� NC FI� PAr,F nc FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C3.C.CONCRETE ROOFING/WATERPROOFING [] P.T.CONCRETE/STRESS EPOvANCHORS 0 H.S.BOLTWG©DIAPHRAMNL MINECTTTILE: PHASE II: DSA IOSHPD FILE NO.: DMAPP. NO.: DUNE PALMS BLDG 7100 N/A N/A PRDJECTAD RESS PERMITNO.: PLAN FILt NO.: I 47-795 DUNE PALMS ROAD LA QUINTA 07-3247::: ARCHITECT: ENGINEER. INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 7100 B MATERIAL CLASSIFICATION: 19/32" STR 1 APA RATED O.S.B. 1 OD FASTENERS ROOF SHEATHING 15/32" STR 1 O.S.B. 8D AND 1 OD FASTENERS, DATE: 9/8/2008 TIME ARRIVED: TIME DEPARTED: F DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 7100 B. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE FIRST FLOOR SHEAR WALL (IN PROGRESS). .('STALLATION FIE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAGM NAILING WAS PER PLAN 1 OD @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR I O.S.B NAILED PER 5-S 1.5B SCHEDULE.10D AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMUM OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL 2-S1.5B, PUNCH LIST ITEMS LISTED BELOW AND ARE MARKED WITH ORANGE PAINT. **PUNCH LIST** *GRID LINE D 15-18 ADD SDS SCREWS AT BLOCKS AS PER 13, S-3B. *GRID LINE G 3-6 ADD NAILS PER 5-S1.5B SCHEDULE #6. *GRID LINE K 1-2 AND 6-8 ADD NAILS PER S1.5B SCHEDULE #5. *GRID LINE 3 C-E ADD NAILS PER S 1.5B SCHEDULE #5. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC l 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 'rdance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 as with the OSHPD approved documents. K-No:= Inspector Initials: N/A BtSPECTORSSIGNATURE REGISTRATION N0, DSA I hereby certify that I +rave inspected the above reported work in accordance with the 9/8/2008 of DSA approved documents. Sampling and testing were conducted in e with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE GATE L,equlrements ith the DSA approved documents. No: = Inspector Initials: N/A 8fgnaf m authorizes the above work SCS&T 205 REV 008 $pI ITE CFRN %T "S IVING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00216 6280 RIVERDALE STREET, SAN DIEGO CA 92120 x Phone (619) 290-4321 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 I X PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ❑ ROOFING / WATERPROOFING Q P.T. CONCRETE /STRESS 0 EPDXY ANCHORS 0 H.S. BOLTING.f7d SHEAR NAIL PROJECT TIRE: PHASE #: MAIOSHPD FILE No.: MA WP. NO.: DUNE PALMS BLDG 7100 N/A N/A PROJECTADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3247 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION tF WORK INSPECTED; BUILDING 7100 B MATE C ION; EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/9/2008 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FIRST AND SECOND FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *EARTHBOUND NOT TO BE ACTIVATED UNTIL ROOF TILE ARE LOADED. 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 f #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected ICC dies with the OSHPD approved documents. —, No:O Inspector Initials: N/A INSPECTORS SIGNATURES REGISTRATION NO, A I hereby certify that f -have inspected the above reported work In accordance with the 9/9/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE com lies with the DSA approved documents. Q Inspector Initials: N/A 'signature authorizes the above work Yes: No: scsar20e REV awe 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 # 7100) Use classification: APARTMENTS Building Permit No.: 07-3247 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G Building Official POST IN A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009