Loading...
07-3232 (MFD5)P.O. BOX 1504 78495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003232 Property Address: 47795. DUNE PALMS RD APN: 6.0'0-020-030- - - Application description: DWELLING -_ 5 OR MORE FAMILY Property Zoning: REGIONAL OMMERCIAL Application valuation: 538582 Applicant: Architect or Engineer: r' BUILDING & SAFETY DEPARTMENT BUILDING PERMIT --------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury -that 1 am licensed under provisionsofChapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License.is in full force and effect. License Class: 13 396120 1 i C ete; IL DO ontractor: OWNER -BUILDER DECLARATION I hereby affirm underpenalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7631.6, Business and Professions Code: Any city or county that requires a permitto 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 the; Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division:3�of the:Business and. Professions Codel or that he or she is exempt therefrom and the basis forthe alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more thanfive hundred dollars (8500):: 1 _ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work; and the structure is not intended'or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds, or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended'or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he-..orshe did not build or, improve for the purpose of sale.). ( ) 1, as: owner of the property, p perry, am exclusively contracting with,licensed contractors to construct the project.(Sec. 7044, Business,and'Professions Code: TherContractor"State License Law does not apply to an owner of property who'buildsor improves thereon, andwho contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). (_) I.am exempt under Sec. rB.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a constructionlendingagency for the performance of the work for which this permit is issued (Sec: 3097, Civ. C.). Lender's Name: Lender's Address: LQPER-MIT VOICE (760) 777-7012 FAX (760) 777-70.11 INSPECTIONS (760) 777-7153 Date: 1/25/08 Owner: COACHELLA VALLEY HOUSING COALI 4570:1 MONROE ST 1-G INDIO, CA 92201 J & BROWNtCONSTRUCTION, INC.JAN P. 5 1008 PO BOX 980700 WEST SARAMENTO, CA 95798• i3M1 OF'LAQUINTII (916.)373-9300 NCE DEPT Lit. No.: 396120 ------------------ WORKER'S COMPENSATION DECLARATION Ihereby affirm under penalty of perjury 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. K I have;andwill maintain workers' compensation insurance, as required by Seetion,3760 of the Labor Code,: for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number_ are: Carrier AMER INC Policy Number 3424477 _ I certify that, in the performance of thework for which this permitis issued, I shall not employ any person in any manner so as to become subject to the. workers' compensation,laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section t 3700 of tI forthwith comply with those provisions. te: 1 pplicant WARNING: FAILURE TO SECURE WORKERS' COMPENSATION. COVERAGE IS UNLAWFUL, AND SHALL SUBJECT'AN EMPLOYER TO CRIMINAL PENALTIES AND CIVILFINESUP TO ONE HUNDRED THOUSAND DOLLARS IS 100,000). IN ADDITION TO THE COST OF COMPENSATION,DAMAGES AsPROVIDEDFOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 personuponwhose behalf this:application:is made,:each-person at whose request and for whose benefit work is performed under or pursuant toany permit issued,as a result of this application, the owner, and the-applicarn, each agrees to, and shall defend, indemnify and hold harmless the City of'" Quinta, its.offioers, agents',and'employees forany act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as aresult ofthis .application becomes null and void if work is not commenced within 180 days from date, ofissuanceof.:such permit, or cessation of work for 180 days will subject permitto cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city andcountyordinances.and.state laws relating tot ' _ construction, and hereby authorize representatives of this.co1unty to mer upon the above-nientio - for in ion purposes. s ate: -` 3'� nature (Applicant or Agentl: . t �. Application Number . . . . . 07-00003232 ------ Structure Information 8,498SF [TYPE:C-1]/V-1HR/RES-1/6 DU ----- Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 18.00 FI.RE SPRINKLERS FULLY FLOOD ZONE. NO GARAGE SQ FTG 107.00 PATIO SQ.FTG 1085.00 NUMBER OF UNITS 6..00 1ST FLOOR SQUARE FOOTAGE 363, 9.00 2 -ND FLOOR SQUARE FOOTAGE 3667.00 Permit Additional desc . Permit Fee . . . Issue Date . . . Expiration Date . BUILDING PERMIT 2156.50 7/23/08 Plan Check Fee 1401.73 Valuation •5385.82 Qty Unit Charge Per Extension BASE FEE 2039.5.0 39.00 3.0000 THOU BLDG 500,001-1,000,000 117.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 2.13.00_ Plan Check Fee 53.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 - Qty Unit Charge Per Extension BASE FEE 15.00 6.00 4.5000 EA MECH VENT INST/ DUCT ALT 27.00 6.00 9.0:00.0 EA MECH B/C <=3HP/100K BTU 54.00 12.00 6.5000 EA MECH VENT FAN 78.0'0 6..00 6.5:000 EA MECH EXHAUST HOOD 39.00 Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . Qty. Unit Charge 7306.00 .0300 107.00 .0200 LQPERMIT ELEC-NEW RESIDENTIAL 236.32 Plan Check Fee . Valuation . . . 7/23/08 Per BASE FEE ELEC NEW RES - MULTI FAMILY ELEC GARAGE OR NON-RESIDENTIAL 59.08 0 Extension 15.00 2.19.18 2.14 Application Number . . . . . 07-00003232 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 510.00 Issue Date . . . . Expiration Date 7/23/08 Plan Check Fee . . 127.50 Valuation . . . . 0 Qty Unit Charge Per BASE FEE Extension --------------------------------------------------------------------- Special Notes and Comments BASE FEE 15.00 54.00 6.0000 EA PLB FIXTURE 324._00 6.00 7.5000 EA PLB WATER HEATER/VENT 45.00 6.00 3.0000 EA PLB WATER INST/ALT/REP 18.00 1.00 9_.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00 6.00 15.0000 EA PLB GAS METER 90.00 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 8,498SF [TYPE:C-1]/V-1HR/RES-1/6-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [3 STORIES/42,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING., CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004. CEC, 2005 ENERGY CODE. [BUILDING:_ 8200 - TYPE: C-11 December 28, 2007 12:50:39 PM AORTEGA Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 140.17 ART IN PUBLIC PLACES -RES 846.45 DIF COMMUNITY CENTERS -RES 438.0'0• DIF CIVIC CENTER - RES 1374.00 ENERGY REVIEW FEE 140.17 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 53.85 LQPERMIT Application Number . . . 07-000032.32 -------------------- --------------- Other Fees . . . . . . . DIF STREET MAINT FAC --RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary Charged Paid Credited Due Permit Fee Total 3130.-82 .00 .00 3130.82 Plan Check Total 1641.56 .00 .00 1641.56 Other Fee Total 17650.64 .0.0 .00 17650.64. Grand Total 22423.02 .00 .00 22423.02 LQPERMIT' c� �i CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT 4' OF- TN L . -�j 0 (760) 777-7012 F z INSPECTION REQUEST LINE (760) 777-7153 Q�vner_ CV HOUSING COALITION Confractor BROWN CONSTRUCTION Permit Number 07-3232 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 8,498SF [TYPE:C-1 IN-1 HR/RES-1/6-UNITS - 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 8200 - TYPE: C-1 I tW'UHARY POWER SETBACKS FOOTINGS / STEE CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF ®r OKAY TO WRAP �' ®Q FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL Z - Z •® EXTERIOR LATH , GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION p 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 P PRE -PLASTER (ALARMS / BARRIERS) FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT j . COMMUNITY DEVELOPMENT DEPT. (j d FINAL / JOB COMPLETED q2S-O ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department Fire Protection Planning Section f Riverside Office: 2300 Market St., Ste. 150. Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A. Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 9221 1 -41 31 Ph. (760) 863-8886 (760) 863 7072 3 Fire Department Clearance/Release Date: To: Fax: Tract/Parcel Map #: _ V -01- up- Wz Perm it/Lot #: W % , D p' 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. K I I Print Name Form C — Revised 8/27/2009 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory -11 Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual System ava to insured from: Factory Mutual Engineering and Research, 1151 Boston -Providence Turnpike, P.O. Box 9102, Norwood ys 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: Jule 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVIlNG AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) I ES X NO 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? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON YES X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building C-1 8200 MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-H 2008 1/2 47 1600 SPRINKLERS Pendent TY-FRB 2008 I/2" 7 2000 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD FITTINGS CONFORM TO NFPA #13 STANDARD YES X NO IES X NO ALARM ALARM DEVICE MA>JMUM 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. DRY PIPE MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. OPERATING TEST TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARn1 OPER- ATED PROPERLY MIN. SEC. PSI PSI PSI MIN'. SEC. MIN. SEC. WITHOUT Q.O.D. R'ITH 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 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 2.00 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? F171 YES NO EQUIPMENT OPERATES PROPERLY? YES RNO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PSI UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND YES NO SPRINKLER PIPING? X9 BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN' COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY 01R'NER (Signed) TITLE DATE SIGNATURES FC�NSTALI,IW CONTRA CTORd) TITL/Ep DATE ADDITIONAL EXPLkAtION N TES: 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 +0.0 120 Bo[,, HrDRVm RAN( HO �IR,�?-jEar� 70 7A(I_;_-7\(-); P%". r_ w\%;"': t\;[C4l'rin'cIIIIininl\1C r•nNt 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 %No/ /\�NPL LA sG\ CHARLES R. \ �, HARRIS 1O * k Exp: 12/31/07 f * N� No. 4989 / z 4?CI(1 BOB Hcm): Drlve R.4Ncii0 MIRAGF _ CAI ITI)RNIA 92270 FA NxiwwNA1CAl'nv�i;irinit: Ni'('n\n 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,S� / � / CCHHARLES R. 'Ij— U / HARRiS 0 Charles R. Harris, PLS 4989 No. 4989 Director of Survey and Mapping Exo. 12,•'31/09 Q CRH:tt EC: Mike Troth �CF CAL\�- i4200 Ror� Hnrj Miw. RANN�t: HO NIMAOF= M C_"Ai.iFORNiA 0 922'70 7ht}-,�tF_�J411 a7(,tl-;?;-7k9; cA,r 0 Letter of iransmittai Date. June 17, 2008 Via: Hand Delivery Job #: 1786 To: Angelica Zarco CITY OF LA QUINTA Public Works/Engineering 78-495 Calle Tampico La Quinta, CA 92253-1504 From: Chuck Harris Re: Form Certification Project: CVHC Dune Palms Neighborhood EC: Mike Troth ❑ Urgent ❑ For Review ❑ Please Comment ❑ Ais Requested ❑ Other QTY. ITEM 1 Original, wetsigned and stamped form certification letter, Parcel 4 of Parcel Map No. 33588, Buildings 8100 and 8200 • Comments: If you have any questions, or we can be of further assistance, please contact our office. Thank you. 34200 BoB ilcmr_ Di�i' t- a RAN(.-110 MI a(t:. 91 CALI} OIRNI VI 92'7G 160-1'1 11 w 7A0—;7 —1NO'i VA)C VVVvVtMi.1{t1�4tIlT1�l�IPis`'.Ci)�t t l �r--GRAY ERENGINEERING 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: 8200 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. George H. Grayner, S. E. Grayner Engineering V Q�oe9,prES 0.1809 m Exp.9.30-09 sTR�CN�P� qlF O� C (THEIRI CALIFORNIA R TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: oos6o 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.: �� N�r y FIELD INSPECTION REPORT FOR: ❑REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING El FIREPROOFING El O.C.CONCRETE X❑ ROOFING/WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 8200 N/A N/A PROJecraDlTREss PERMIT No.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING/ WATERPROOFING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIAL C IF 26 GAUGE L METAL, RIB LATH, 1" CROWN X 5/8" LEG GALVANIZED STAPLES PLI DECK, GU80-1 GRAY BASE, GU80-1 ACRYLIC EMULSION ICBO ES ER-3732 DATE` 3/04/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING ON THE BALCONIES (IN PROGRESS) FOR BUILDING 8200. ,i k DRI WAS INSTALLING THE GU80-1 GRAY BASE, SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY A SECOND COAT OF GU80-1 ACRYLIC EMULSION ICBO ES ER -3732 FOR WATERPROOFING THE BALCONIES, DECKS, BREEZEWAY ETC. TOOK DIGITAL PHOTOS OF TYPICAL HORIZONTAL WATERPROOFING INSTALLATION. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Printed) P.E. REVIEW: specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance 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 IN CTORSSIGNATURE REGISTRATION NO, .+ I hereby certify that I have inspected the above reported work In accordance with the 3/04/2009 requirements of DSA approved documents. Sampling and testing were Conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com Iles with the DSA approved documents. Yes:M No: = Inspector Initials: N/A signature authorizes the above work SC38T 205 REV 71e8 SOUTHERN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 2904321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS8:T FILE NO: P.O. NO.: I C I Jf► I PL T7 FNC7FIX MW: 00495 0822004P PAGE I n;: 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 I -I PROJECT TITLE: PHASE #: DSA /OSHPD FILE NO.: DSA- APP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIAL CLASSIFIN. FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 2/03/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 8200. (--;NERAL 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. CEIC 1 hereby certify that 1 have insperted 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, FEREVIEW: specifications and applicable sections of the governing building laws. ]MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPO approved documents. The work inspected ICC #5077516-10 dies with the OSHPD approved documents. = No:= Inspector Initials: N/A PECTORS SIGNATURE REGISTRATION NO, _,a I hereby certify that I have inspected the above reported work In accordance with the 2/03/2009 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— .SCSBT 205 REV 20 /F SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P r�-r-�rrn�rrn� FIX Mf1. 00467 P.O. NO.: 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 ❑ PROJECT TITLE: PHASE #: DSA MWD FILE NO.: DSA APP. NO.: N/A DUNE PALMS BLDG 8200 N/A 1 PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: PLAN FILE NU.: 07-3232 LA QUINTA ARCHITECT. INTERACTIVE DESIGN FSIGINEER: GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: DRI ROOFING LOCATION OF WOW INSPECTED: BUILDING 8200 C-1 ROOF TILE PROGRESS MATERIAL FONTANA WLCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434 MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: I/21/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8200. i *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that 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 a with the requirements of OSHPD approved documents. Sampling and testing were conducted in ����%%//////////`..JJ'ii///%///%JJJJ,�/yy///////"""J//JJJ�� ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected /tiG� ' "gam // clies with the OSHPD approved documents. N/A INo:" Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, .,A I hereby certify that I have Inspected the above reported work In accordance with the 1/21/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com Iles with the DSA approved documents. " Yes: No:O Inspector Initials: N/A signaturearrthorizesthe above work SCsaT205REV vos "ERN C—FORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. : 00397 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.: � NFI �= I I P PAM I — 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 PRIJECTTRLE: PHASE A: DSA IOSHPDFILE No.: DSAAPP.NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 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: 12/12/2008 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, 1.511 LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-411 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 I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in i ac—rdance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 iswith the OSHPD approved documents. = No:= Inspector Initials: N/A IN ECTORS SIGNATURE REGISTRATION NO, D A I hereby certify that I have inspected the above reported work in accordance with the 12/12/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE Zcom lies with the DSA approved documents. No: = Inspector Initials: N/A 'signature authorizes the above work SC58T 205 REV ?/O6 SQI I —ERN CALIFORNIA fgT+ 1E6TING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00400 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 SCSBT FILE NO: P.O. 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 ❑ PROJECT TITLE: PHASE 7Y. DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERM NO.: .- 07-3232 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: BRAWN SUBCONTRACTOR: DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 ROOF TILE PROGRESS TERKCLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE 11, 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 8200. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M-W- OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected --mplies with the OSHPD approved documents. = No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, A I heroby certify that I have inspected the above reported work in accordance with the 12/15/2008 requirements of DSA approved documents. Sampling and testing were conducted In DATE accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE Complies.T� �with the DSA approved documents. = Inspector Initials: N/A signature audwizes the above work Yes:No: SCSBT 205 REV 7/l16 rim SO-THERN CALIFORNLI TESTING, INC. 1; 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 PL NC I F FIX SCSBT FILE NO: P.O. NO.: MW: 00392 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING (1 PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERALCONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 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: 12/10/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). l� # > WO LAYERS OF GMC 60 MIN BUILDING PAPER HAS Y-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"XI8"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) 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 certifOSHPD that I have document the above reported work in accordance with the%2- 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 n 'es wit the OSHPD approved documents. = No:= Inspector Initials: N/A IN�TORS SI ATURE REGISTRATION NO, D5A 1 hereby certify that I have inspected the above reported work in accordance with the 12/10/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. No: = Inspector Initials: N/A 'signature authorizes the above work Yes: scssr 205 REV 2106 I- i "TEFIN CA FORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo31s 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 l PL NC FIX PAGE 1 nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS EARTHBOUND ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: FLAN FILE No.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIAL I EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 11/6/2008 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. 4ERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. /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 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� ICC #5077516-10 ar-nrdance with the requirements of the OSHPD approved documents. The work Inspected as with the OSHPD approved documents. No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, I i hereby certify that I have Inspected the above reported work in accordance with the 11/6/2008 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. N/A = 'signature avOwrizes the above work Yes: No: Inspector Initials: SCS&T205 REV 2W .RN f.ALIFORNIA SO.� 6 TESTNG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; oozz9 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 F-c--[Y PL NC I I F-FIXT--1 SCS&T FILE NO: 0822004P P.O. NO.: PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ROOFING / WATERPROOFING Q P.1 CONCRETE /STRESS 0 EPDXYANCHORS APHRAM NL H.S.BOLTINGnDI PRO, ECT TMF- PHASE #: DSAIOSHPD FILE No.: MA W. NO.: DUNE PALMS BLDG 8200 N/A N/A PMECT ADDRESS PERMIT NO.: FILE NO.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB SUBCONTRACTOR: BROWN FRAMING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 19/32" STR 1 APA RATED O.S.B. 1 OD COMMON ROOF SHEATHING DATE: 9/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY 2 BUILDING 8200 C-1. *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. CHIC 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. ,F.S M1TWOODARD Inspector Initials: M.W. CjD I hereby certify that 1 have inspected the above reported work In accordance with the Rnents of OSHPD approved documents. Sampling and testing were conducted inance with the requirements of the OSHPD approved documents. The work Inspected �.��`!�/2--G ICC #5077516-10 corn es wdh the OSHPD approved documents. Yes:No:= Inspector Initials N/A INSPECTORS SIGNATURE REGISTRATION NO, OSA I hereby certify that i have inspected the above.epode work in accordance with the 9/ 12/2008 requirements of OSA 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 wdh the OSA approved documents. Y. No: Q Inspector Initials N/A signature authorizes the above work SC58T 205 REV 2106 HERNCAUFORNM 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 SCS&T FILE NO: P.O. NO.: I c: -T VI PL N� FIX MW: 00323 0822004P aerp I — I 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/OSHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILF 47-795 DUNE PALMS ROAD 07-3232 -LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR; SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING/ DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIAL CLASSIFICATK)N: PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE, 26 GUAGE DECK/ EDGE METAL,SIKAFLEX, GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/7/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE BALCONY/ BREEZEWAY DECK METAL/ EDGE METAL. * WINDOWS WERE INSTALLED USING THE NEW INSTALLATION PROCEDURE.. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL 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. *DECK TO WALL METAL OBSERVED WAS 26 GAUGE 6" VERTICAL FLANGE ONTO THE WALLS AND 4" HORIZONTAL ONTO THE DECK. EDGE METAL WAS 26 GAUGE 4" ONTO THE DECK WITH A 2" DRIP EDGE WITH A HEM. DECK METAL WAS FASTENED WITH SHEET METAL NAILS, AND BACK CAULKED AT THE SEAMS WITH SIKAFLEX POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL DECK METAL AND EDGE METAL INSTALLATION. 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 a—rdance with the requirements of the OSHPD approved documents. The work Inspected as with the 05HPD approved documents. No:= Inspector Initials: N/A / .' ICC #5077516-10 IN PECTORS SIGNATURE REGISTRATION N0, _ I hereby certify that I have inspected the above reported work in accordance with the 11 /7/2U08 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERIMFNDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A *signafure authorizes the above work SC58T205 REV ?I08 S -RN CAUFORNIA 'ESTIN G...c_ SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00300 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 PL I NC I FFIX SCSBT FILE NO: 0822004P P.O. NO.: 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 ❑ H.S. BOLTING n PROJECT TITLE: PHASE M: DSA /0SHPD FILE NO.: DSA APP. NO.: DUNE PALMS 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIALCUkSSIFICATION: 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 1/2" AND 3/4" EARTHBOUND HOLD DOWNS AT GRID LINES B, 5.5 AND A, 15. *EACH HOLE OBSERVED WAS DRILLED 1/8" LARGER THAN ALL THREAD DIAMETER AND WAS PROPERLY CLEANED WITH AN AIR HOSE AND A WIRE BRUSH. 1/2" AND 7/8" ALL THREAD WERE EMBEDDED 20" AS PER RFI #357 AND #358. HILTI HIT-HY 150 EPDXY BATCH #095514L2 05/2009 ICBO ER#5193 WAS USED TO SET BOLTS. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements OSHPD approved documents. Sampling and testing were conducted in ���%L� ICC #5077516-92 •dance with P h the requirements of the OSHD approved documents. The work inspected �s with the OSHPD approved documents. � No:= Inspector Initials: N/A INSPECTORS SIGNATURE1 REGISTRATION N0, I hereby certify that 1 have inspected the above reported work in accordance with the 10/30/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn lies with the DSA approved documents. = Inspector Initials: N/A 'Inature authorizes the above work Yes:= No: SCSST2W REV20 s 'RN CA FORNIA a ESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00292 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.: C W F PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.; DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 IAL CLASS CATI FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 10/28/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 8200. t-dERAL ROOF UNDERLAYMENT LOOKS GOOD WITH TWO LAYERS OF #30 FONTANA VULCASEAL INSTALLED WITH 3-4" HEADLAPS AND 6" SIDELAPS SECURED WITH 7/8" PLASTIC CAP ROOFING NAILS. FELT IS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF 1 ". ALL INSIDE AND OUTSIDE CORNERS HAVE MASTIC IN PLACE. PRIMARY FLASHINGS ARE BIBBED WITH FELT AND ARE SEALED AT THE PIPE TO FLASHING INTERSECTION WITH MASTIC. HIP AND RIDGE NAILERS HAVE FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3". TOOK DIGITAL PHOTOS OF TYPCIAL ROOF UNDERLAYMENT INSTALLATION. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, 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 #5077516-10 dance with the requirements of the OSHPD approved documents. The work inspected Is with the OSHPD approved documents. = No:= Inspector Initials: N/A ,% N ECTORSSKi TORE REGISTRATION NO, 1 hereby certify that I have inspected the above reported work in accordance with the 10/28/2008 requirements of DSA approved documents. Sampling and testing were conducted in SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected com lies with the DSA approved documents. No: Q Inspector Initials: N/A 'signature authorizes the above war*scsarzos Yes: Rev 20 SOIL & TESTING, iNc. o —Ij o SOUTHERN CALIFORNIA SOIL & TESTINQ INC. 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 I C I � I 1—PL I I I NC I I I FIX I I SCS&T FILE NO.; P.O. NO.- PAGE OF q IRIS FIELD INSPECTION REPORT FOR:. ❑ REINFORCED CONCRETE El REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING F-1 Q. C, CONCRETE ❑ ROOFING WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO: f j DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: iv GENERAL CONTRACTOR: SUB CONTRACTOR LOCATION OF WORK INSPECTED: :Do, MATERIAL CLASSIFICATION: "4 si DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: L "'I Ilk, 4"1 'j 7 P.E. REVIEW: aby certify that I have inspected the above reported work. Unless noted otherwise, ispected is to the best of my knowledge in compliance with the approved plans, rtul- tions and applicable sections of the governing building laws. ,ector Initials INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the .1►4 1 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 2/06 SOIL & TESTING, INC, SOUTHERN CALIFORNIA SOIL & TESTING INC. 6280 RIVERDALE STREET., SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO., RO. NO.- C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY F1 WELDING ❑ FIREPROOFING F� Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE#: DSA FILE NO.: DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: „ryPLAN FILE NO.: 11V-.7 -A AA ARCHITECT: k c- ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR:. LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: r L A- A' A< I C 0 0 -.0 t'j yU A DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 7i -7, -�j f ,1 L A 0, iv A S k �A C- A P.E. REVIEW: B -eby certify that I have inspected the above reported work. Unless noted otherwise, Lutions nspected is to the best of my knowledge in compliance with the approved plans, and applicable sections of the governing building laws.rf pector Initials INSPE9.JORS SIGNAT(JRE' REGISTRATION NO. DSA 1 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 sSc ' N C—roRNM ESTMG, INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 r 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 F-c-T-9-1 PL SCSBT FILE NO: MW: 00232 0822004P P.O. NO.: NC FIX PAGE_ I OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 O.C.CONCRETE ❑ ROOFING/WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTINGrjEARTHBOUND PROJECTTfiLE: PHASE#: DSAIOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8200 N/A N/A PROJECT ADDRESS PERMIT NO.: ., 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378,1/2"-7/8" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/15/2008 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"-7/8" 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 B -5.5 NEED TO RELOCATE 1 /2" EARTHBOUND PER RFI #357 AND #358. *GRID A -15 NEED TO RELOCATE 3/4" EARTHBOUND PER RFI #357 AND #358. *GRID H-3 MISSING SLACK JACK, FALL PROTECTION WAS IN THE WAY. 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 I hereby certify that I have inspected the above reported work in accordance with the OSHPD documents. Sampling testing were conducted in requirements of approved and dance OSHPD documents. The inspected ICC #5077516-10 with the requirements of the approved work as with the O HPD approved documents. N/A W PECTORS SIGNATURE REGISTRATION NO, No:Inspector Initials: - I hereby certify that I have Inspected the above reported work In accordance with the 9/15/2008 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. N/A 'signature authorizes the above work Yes: No: = Inspector Initials: SCS&T205 REV 2M AN CAUFORNIA BESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00240 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) 7758362 SCS&T FILE NO: 0822004P P.O. NO I C I FPL NC FIX PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rXl SHEAR NAIL PRWECTTITI.E: PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8200 . N/A N/A PROJECTADDRESS PERMIT NO.: PLAN HL& NO.: 47-795 DUNE PALMS ROAD 07-3232 LA QUINTA ARCHITECT -.ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8200 C-1 MATERIAI.CUMIFICATION. 15/32" STR I O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/18/2008 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 BUILDNIG 8200 (IN PROGRESS). ,i',TERAL SHEAR WALL INSTALLATION AS FOLLOWS 15/32" STR 1 O.S.B NAILED PER S1.5C-5 SCHEDULE. C ULE. 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 S1.5C-2 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *FIRST FLOOR- GRID LINE B 5-6 MISSING #4 SHEAR WALL NAIL PER S1.5C-5 SCHEDULE. GRID LINE 8 A-5 ADD NAILS @ EDGE #6 SHEAR WALL. *SECOND FLOOR- GRID LINE D 2-3 INSTALL #6 SHEAR WALL. GRID LINE 3 B-C INSTALL #5 SHEAR WALL. *FIRST AND SECOND FLOOR- SHEAR WALL NOT INSTALLED AT THE STAIRS H 1-6 AND 14-15. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. 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 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in �r -dance with the requirements of the OSHPD approved documents. The work inspectedQg�- i- ICC #5077516-10 .as with the OSHPD approved documents. No:= Inspector Initials: N/A INSPECTORS SIGMA REGISTRATION NO, . 1 hereby certify that I have inspected the above reported work in accordance with the 9/18/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. N/A = signature atdhorizes the above work Yes: No: Inspector Initials: SCSar205 REV Mj Certificate of Occupancy T4hf ot 4 a" 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 # 8200) Use classification: APARTMENTS Building Permit No.: 07-3232 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 L4 Building Official POST IN A CONSPICUOUS P City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009