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07-2475 (CONR)It P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00002475 Property Address: 47795 DUNE PALMS RD APN: 600-020-030-. - - Application description: NEW COMML OTHER NON-RESIDENTIAL. Property Zoning: REGIONAL COMMERCIAL Application valuation: 686065 Applicant: Architect or Engineer: ----------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that,I am licensed under provisions of Chapter 9 (commenting with Section 7000) of _Division 3 of the Business and Professionals Code, and my License is in,full force and effect. - 'License Class: B License No.: 39661200 ate: ' ��- ntractor:. � �dVSTt .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 Professions, Code: Any city or countythat requires_a 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 the Contractor's State. License Law (Chapter9(commencing with Section 7000) of, Division 3 of the Business and Professions Code) or that he or she is exempt therefrom,and,the basis for the alleged exemption.. Any violation of Section 7031.5 by any applicant.for a permit subjects the, applicant to a civil penalty of not. more than five hundred dollars ($500).: (_ 1 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 and Professions Code: The Contractors' State License Law does not,apply to'en owner of property who builds or improves thereon, and who does the work himself or 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 or she did not build or improve for the purpose of sale:). (_) I, as owner of the property; am exclusively contracting°with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the.Comractors' State License Law.). I-_ 1 I am exempt under Sec. ; B.&PX. for this reason Date: _ Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury -that there is a construction lending agency for the performance of the work for which this permit is issued (Sec: 3097, Civ. C.). - Lender's Name: Lender's Address: LQPERMLT VOICE (760) 777-70:12 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/08 Owner: COACHELLA VALLEY HOUSING COALI 45701 MONROE ST 1-G INDIO, CA 92201 Contractor: rJ�AN BROWNCONSTRUCTION, PO BOX 980700 WEST SARAMENTO, CA 9(916)373-9300 2 5 2008 Lic. No.: 396120 CITY OF LA QUINTA ------------------ WORKER'S COMPENSATION. DECLARATION I hereby 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. 'I have and will maintain workers' compensation insurance,as required by Section 3700 -of the: Labor Cade, for the performancelof the, work for which this permitis issued; My workers' compensation insurance carrier and policynumber are: Carrier AMER INC Policy Number 3424477 _ I certify that; in the performance of the work for which this permit is issued, I shall not employ any person in any manner soasto become subject to the workers' compensation laws ofCalifornia, -and,agresihat, if I should become subj_ect.to the workers' compensation provisions of Section 700, of the 6 . she ith comply with those provision/s..� t te:. plicam: - fta WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN ,EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES,UP TO ONE HUNDRED THOUSAND DOLLARS (8100;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 the Director of Building and Safety for a permit subject to'the conditions and restrictions set forth onithis application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant; each agrees to, and shall defend, indemnify and hold harmless the City of La Quints, its officers, agents and employees for any actor omission related to the work being performed under.or following issuanceof this permit. 2. Any permit issued ,as'a result of this application becomes null and void if work, is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days., will subject permit to cancellation. I certify that,I have read this application, and state that the:above informationis correct. I agree to comply with, all eity and - my ordinances and state laws to building construction; andhereby authorize representatives Of thi untyto enter upon the above-mentioned prep or ms 'on purposes. ' cr Date:, o gnawre (Applicant or Agent): Application Number . . . . . 07-00002475 ------ Structure Information 10,234SF [.TYPE: D]/V-NR/MIXED USE ----- Other struct info . . . . . CODE EDITION 2001/2004/2005 FIRE SPRINKLERS FULLY FEE MIXED-USE OCCUPANCY A-3/B/E-3/R-1 9.0000 OCCUPANT LOAD 147.00 72.00 PATIO SQ FTG 1881.00 EA MECH 1ST FLOOR SQUARE FOOTAGE 7032.00 13.:00 2ND FLOOR SQUARE FOOTAGE 1320.00 Permit . . . BUILDING PERMIT 3.00 ------------------------------------------------------------------------------- Additional desc . . EA MECH EXHAUST HOOD Permit Fee . . . . 2600.50 Plan Check Fee 16,90.33 Issue Date . . . . Valuation . . . . 686065 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension 182.04 BASE .FEE 203.9.50 187.00 3.0000 THOU BLDG 500,001-1,000,000 561.00 Permit MECHANICAL Expiration Date Additional desc . 7/23/08 Permit Fee 263.00 Plan Check Fee .. 65.75 Issue Date . . . . Valuation 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 9.0000 EA MECH FURNACE <=10:OK 72.00 8.00 9.0000 EA MECH B/C <=3HP/100K BTU 72.00 13.:00 6.5000 EA MECH VENT FAN 84.50 3.00 ------------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 19.50 Permit . . . ELEC-NEW COMMERCIAL Additional desc . . Permit Fee . . . . 182.04 Plan Check Fee 3.75 Issue Date Valuation 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 8352.00 ------------------------------------------------------------------------------- .0200 ELEC.GARAGE OR NON-RESIDENTIAL 167.04 Permit . . . . . PLUMBING LQMRMfr Application Number . . . . . 07-00002475 Permit . . . PLUMBING Additional desc .. Permit Fee 384.75_ Plan Check Fee 96.19 .Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 49.0.0 6.0006 EA PLB FIXTURE 294.00 1.0:0 15.000,0 EA PLB BUILDING SEWER 15.00. 3.00 7.5000 EA PLB WATER HEATER/VENT 22.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.0.0 9.0000 EA PLB DAWN SPRINKLER SYSTEM 9.00 15.00 .7500. EA PLB GAS PIPE >=5 11.25" 1.00 15.0000 EA PLB GAS METER 15.00 Permit . . GRADING_ PERMIT Additional desc . . Permit Fee 15.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15:00 .Special Notes and Comments" 10,234SF [TYPE:D]/V-NR/MIXED USE:.A-3., B, E:-3, R -1/147-0L, [COMMUNITY BUILDING] - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [28TORIES/24j000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS,_ SITE LIGHTING, CARPORTS, POOL AND SPA OR TRASH ENCLOSURES. 20:01 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 1000 - TYPE: D] ------------- ----------------- - Other Fees . . ACCESSIBILITY PLAN REVIEW 169.03 ART IN PUBLIC PLACES -COM 3410.32 DIF CIVIC CENTER - COMM 793.44 ENERGY REVIEW FEE 169.03 DIF FIRE PROTECTION -COMM 267.26 STRONG MOTION (SMI) - COM 144.38 DIF STREET MAINT FAC -COMM 192.0.9 DIF TRANSPORTATION - COMM 14398.84 Fee summary Charged Paid Credited Due LQPERMrr Application Number . Permit Fee Total Plan Check Total Other Fee Total Grand Total LQPERMIT 07-00002475 3445.29 .00 .00 3445:29 1856.02 .00 .00 1856.02 19544.39 .00 .00 19544.39 24845.70 .00 .00 24845.70 CITY OF LA QUINTA UILDING & SAFETY DEPARTMENT (760) 777-7012 INSPECTION REQUEST LINE (760) 777-7153 USING COALITION Co .� BRWN CONSTRUCTION Permit Number 07-2475 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 10,234SF [TYPE:D]/V-NR/MIXED USE:A-3, B, E-3, R-1/147-OL [COMMUNITY BUILDING] 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 1000 - TYPE: DJ TYPE OF INSPECTION DATE . INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE ` 142008 U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL 26 �1 j CONCRETE SLAB � I` DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF / & (.2-`( , c2k/ 4-% OKAY TO WRAP !f.ay•08 %SI. FRAMING (COMBINATION) ROUGH ELECTRIC •d ROUGH PLUMBING 3� 1 6-1 ROUGH MECHANICAL INSULATION (.. G • O Y S,Y COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) `_ Q o Q c EXTERIOR LATH j ! • ! i .3. . • GAS TEST de. (V• O ' .1-7: SEPTIC ABANDONMENT SEWER CONNECTION _IIgJ 1 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 COMMUNITY DEVELOPMENT DEPT. FINAL / JOB COMPLETED R //te, C.v1v11CALIOK' D NIA 1LKIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Mutual System available to insured from: Factory Mutual Engineering and Research. 1151 Boston -Providence Turnpike, P.O. Box 9102, Norwood MA 02062 Additional copies of this form are Loss Prevention Publications - Training Resource Center PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All efects 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 1 PROPERTY NAME: La Quinta Dune Palms Neighborhood JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca PLANS ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Pa1m Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT YES X NO USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) YES X NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? 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 D SPRINKLERS MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed RF-II 2008 I/i" 80 155° Pendent TY-FRB 2008 I/2" 7 155° Upright TY-FRB 2008 I/2" 94 200° Sprig up TY-FRB 2008 I/2" 5 200° H.S.W. TY-FRB 2008 _ Ih" 13 200° PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X NO FITTINGS CONFORM TO NFPA #13 STANDARD YES X NO ALARM VALVE OR FLOW INDICATOR ALARM DEVICE . MAXIMUM TIME TO OPERATE THROUGH TEST PIPE TYPE MAKE MODEL MIN. SEC. WATERFLOW PO1'1'bR VSR-F 0 60 SWITCH DRY PIPE OPERATING TEST DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARM OPER- ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: DELUGE AND PREACTION VALVES OPERATION PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED? YES NO DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? IF NO, EXPLAIN: YES NO MAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION LOSS ALARM? DOES EACH CIRCUIT OPERATE VAL\ E RELEASE? MAXIMUM TIME TO OPERATE RELEASE YES NO YES NO MIN. SEC. TEST DESCRIPTION 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 PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. PIPING LEAKAGE SHALL BE STOPPED. PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH DRY - ALL ABOVE -GROUND SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) AIR PRESSURE IN 24 HRS. TESTS ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? lNI YES NO EQUIPMENT OPERATES PROPERLY? vi YES NO DRAIN READING OF GAGE LOCATED NEAR WAT SUPPLY TEST PIPE. TEST 200 PSI RESIDUAL PRESSURE TEST PIPE OPEN WITH VALVE IN 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 SPRINKLER PIPING? p( YES NO 1 BLANK TESTING GASKETS NUMBER USED LOCATIONS NUMBER REMOVED . WELDING WELDED PIPING? X YES NO I IF I'ES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? X NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D 10.9, LEVEL AR-3? X NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE X NO 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 REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: SIGNATURES NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE FOR INSTALL CON RACTOR 4gn ) TITLE DATE TO -PA,,o,.irN 1O -015 t oc\ ADDITIONAL EXPL ION T S: 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 Mumeta 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 92211.41 31 Ph. (760) 863-8886 (760) 863.7072 Fire Department Clearance/Release Date: Di 5\61 To: Id 4141.ritcl �ir4111 s CaI Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: 10-61-6P— (o3 LI1-7(45 Lrie Pdi S 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. rizing Signature For elease Print Name Form C - Revised 8/27/2009 Imperial Irrigation District Power Department - Underground/Service Inspection K- 7392 CLIENT: CONTRACTOR: PROJECT NO. : NETWORK NO. : CSP NO. : JOB LOCATION: TRENCH: CONDUIT: MANDREL: CONTRACTOR: DATE: TIME: INSPECTOR: /2/b$ PASS FAIL PRIMARY SECONDARY SERVICE PRIMARY SECONDARY SERVICE PRIMARY SECONDARY SERVICE PHOTO/s AVAILABLE: NOTES: YES Vv'1 <5 I --3 is f\ & Fro <�`• VAULT: GROUNDS: NO PAD: PULLBOX: OTHER. PASS FAIL STANDARD SECTOR SWITCH PAD SECTOR VAULT Imperial Irrigation District — Power Construction Management IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 PL.\\NI\l; ®Clvii ENGINFFRINci a LAND SURVEYING 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 +0.0 342.00 BOB Hare Di\ILL .T RANCHO NllEA6E c C.ALIH)RNIA F 92270 -7An_;i(1_tl5;11 7A(1_11;_ X01 PA\. Wurx: Mc Al /INI,;11ilinin1vr cm" 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 p,1_ LAND se, CHARLES R. HARRIS 0 * Exp: 12/31/07 No. 4989 O FOB F C Ak- ?4200 BOB HOPE DRIVE RANCHO MIRAGE EL, CAI ITORNIA 927)7(1 7An...1111_O l I 7(,11_1)1_7`Q FAN' WWW MSA( fl\iSin TIN( 1N( iYtu PLANNING CIVIL ENGINEERING 13 LAND SURVEYING July 23, 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, Building 0100 Ti" JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for building 0100 "D" 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 0100 "D" 55.50 55.52 +0.02 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 34200 Bori Hon DRAT w RANCHO MIRAGE U CALIFORNIA s 92270 1641_1/0_05211 s '7A0_171-'7RCYA P&V 311 1AIWINT MS A rrINICI TINCANie COM L PLANNING m CIVIL ENG1NEIRING M LAND SURVEYING Letter of Transmittal Date: July 24, 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 11 For Review Please Comment 111 As Requested El Other QTY. ITEM 1 Original, wetsigned and stamped form certification letter, Parcel 4 of Parcel Map No. 33588, Building 010C o Comments: If you have any questions, or we can be of further assistance, please contact our office. Thank you. ekidek-- -77- 34200 BOB HOPE DRIVE RANCHO MIRAGE n CALIFORNIA n 92270 -mh..11n (1 1 eat 17 y Et WWW 1‘,1 4: A C'el.mt 111-11.11111,1t, 1'11/0 PLANNING 6 CIVIL 1 N(;[NFFRING ®1..AND SURVEYING June 11, 2008 Ms. Angelica Zarco City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Pad Re -Certification — CVHC Dune Palms Neighborhood Parcel 4 of Parcel Map No.33588, Buildings "D" and 3300 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building pads for Buildings "D" and 3300 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. Following are the results: Lot # Plan Field Difference Building "D" 54.8 54.8 +0.0 Building 3300 59.1 59.1 +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 34200 BOB HOPE DRIVE BI RANCHO MIRAGE IM CALIFORNIA 6 92270 760-320-9811 a 760-323-7893 FAX WWW,MSACONSt•LTINc1NC.COMM r m CIVIL ENGINEERING ® LAND SURVFYING Leiter of Transmittal Date: June 11, 2008 Via: Hand Delivery Job #: 1786 To: Angelica Zarco CITY OF LA QUINTA Public Works/Engineering 78-495 Calle Tampico La Quanta, CA 92253-1504 From: Chuck Harris Re: Pad Re -Certification Certification Project: CVHC Dune Palms Neighborhood EC: Mike Troth ❑ Urgent ❑ For Review El Please Comment El As Requested ❑ Other v QTY. ITEM 1 Original, wetsigned and stamped pad re -certification letter, Parcel 4 of Parcel Map No. 33588, Buildings "D" and 3300 Comments: If you have any questions, or we can be of further assistance, please contact our office. Thank you. 34200 BOB HOPE DRIVE, SI FZANCHO MIRAGE CALIFORNIA 92270 760-320-9R11 760-121-7R93 FAX L WW.MSACONSULTINGGENC.CPM 1- GRAYNER 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: 0100 November 6, 2008 Building Official: As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, zdeefC 7d7/194-2 George H. Grayner, S. E. Grayner Engineering I es,..• ncnn CA InCl\ Gnn ncn� !GRAYNER 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: 0100 November 6, 2008 Building Official: As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, rfrre 942 George H. Grayner, S. E. Grayner Engineering • ,-. 11 7...0,,.,t,,..,., reFi R78-9A29 . FAX (951) 699-3591 0600.100t JOtte MONO Y. ONO .1tOK ...ONO OM GLENKOTETPASEAL-FLEXTM Duct Sealant GLENKOTE SEAL -FLEX is a GREENGUARD Children & Schools CertifiedsM and UL 181B certified sealing compound for air conditioning and heating duct seams. GLENKOTE SEAL -FLEX is designed for indoor and outdoor use on all conventional lu , medium low r re high velocity — metal, fiberglass and flexible heatingand air conditional uct s ystems. UL OTE SEAL -FLEX is easily applied and forms a permanent, flexible seal. sM PHYSICAL PROPERTIES COLOR: off -white ODOR: Mild in wet state; odorless when dry. BASE: Synthetic, elastomeric emulsion SOLVENT: Water DENSITY: 9.5 lbs/gallon SOLIDS CONTENT: 57% VISCOSITY: 190,000 — 210,000 CPS COVERAGE: 100 sq ft/gallon DRYING TIME: tacky dry in 1 hour; full cure in 28 days, based on temperature and humidity. TIME TO PRESSURE -TEST: 24 hours, based on temperature and humidity. APPLICATION TEMPERATURE RANGE: 40°F to 150°F SERVICE TEMPERATURE RANGE: -40°F to 250°F STORAGE: Keep from freezing. SHELF LIFE: One year in unopened container. CLEANUP: Warm water and soap when wet. Mineral spirits when dry.'" QUALIFICATIONS UNDERWRITERS LABORATORIES INC. LISTED 181B-M Mastic closure system for use with flexible air ducts LISTED 2R59 • ASTM C-411 "Hot Surface Performance of High Temperature Thermal Insulation": After 96 hours @ 250°F, no cracking, peeling, chalking or other signs of physical failure. • ASTM C-732 "Aging Effects of Artificial Weathering on Latex Sealants": After 500 hours, no change in the product. • ASTM D-2202 "Slump Test": 0.0 inches • CITY OF LOS ANGELES APPROVED: RR 7988 • MEETS SMACNA SEAL CLASSES A, B and C. • MEETS REQUIREMENTS OF NFPA 90A AND 90B. UNDERWRITERS LABORATORIES INC. Classified: Adhesives R-6891 Surface Burning Characteristics Applied To Inorganic Reinforced Cement Board Flame Spread 5 Smoke Developed 5 Tested as applied at a coverage rate of 80 sq ft/gal. Flash point of adhesive (closed cup) no flash point to boiling. rrrr� Sicjc Ci:AC }"TACO 56 Air Station Industrial Park Rockland, MA 02370 Phone 1-800-503-6991 Fax 1-800-231-8222 Page 1 of 2 utfo@iktietaG com ww J,itwtacc com GLENKOTETM SEAL -FLEX" Duct Sealant INSTALLATION Mixing Materials: It is important to thoroughly mix, taking care to scrape sides and bottom of container before application. DO NOT ADD WATER. TO REDUCE VISCOSITY, STIR THOROUGHLY. Close container after each use. Preparatory Work: In all cases use a good reinover to prepare a clean surface, free from grease, oil and dirt. Loose particles and scale should be removed w th a wire brush. Material may be applied with a brush, roller, trowel or putty knife. Clean tools immediately 'th water. For Sealing UL 181 Flexible Air Ducts: Appl to a clean, dry surface, free of dirt and grease. Using a brush or trowel, apply a 3-inch wide band of mastic aro d the collar at a coverage rate of 100 square feet per gallon (26 mils WFT). SUSTAINABILITY GUIDE GREENGUARD Children & Schools Certifi dsm GREENGUARD Indoor Air Quality Certifie o Contributes to LEED® and other gre n building rating system credits: o LEED-NC and LEED-CI EQ Credit., 3.2 and 4.1, and ID Credit 1.1-1.4 o LEED for Schools EQ Credits 3.2 and 4, and ID Credit 1.1-1.4 o LEED for Homes MR Credit 2.2 Environmentally Preferable Materials o LEED Core & Shell EQ Credit 4.1 and ID Credit 1.1-1.4 o LEED-EB MR Credit 3 o CHPS® (Collaborative for High Performance Schools) EQ Credit 2.2 o Green Guide for Health Care EQ Credit 4.1 o NAHB Model Green Home Bldg Guidelines — Sect 7, Global Impact 7.1.3 REGULATORY COMPLIANCE o SCAQMD (South Coast Air Quality Management District), Rule 1168 o California Air District Regulations o Ozone Transport Commission (OTC) model Rule for Adhesives and Sealants Notice to Purchaser: NO WARRANTIES, EXPRESS OR IMPLIED ARE MADE INCLUDING MERCHANTABILITY AND/OR FITNESS FOR A PARTICULAR PURPOSE. UNDER NO CIRCUMSTANCES SHALL ITW TACC, A DIVISION OF ILLINOIS TOOL WORKS INC., OR ITS AFFILIATES ("ITW TACC") BE LIABLE FOR ANY LOSS OR DAMAGE ARISING FROM THE PURCHASE, USE, OR INABILITY TO USE THIS PRODUCT, OR FOR ANY SPECIAL, INDIRECT INCIDENTAL OR CONSEQUENTIAL DAMAGES. THE USER MAY SEND A SAMPLE OF PRODUCT TO ITW TACC FOR TESTING. IF SUCH TESTING PROVES A PRODUCT DEFECT, THE USER'S SOLE AND EXCLUSIVE REMEDY IS EITHER REIMBURSEMENT OF THE PURCHASE PRICE OF THE PRODUCT OR REPLACEMENT OF THE CONTAINER OF PRODUCT. NO FABRICATOR, INSTALLER, DEALER, AGENT OR EMPLOYEE OF ITW TACC HAS THE AUTHORITY TO MODIFY THE OBLIGATIONS OR LIMITATION OF THIS WARRANTY. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state; therefore, some of the limitations stated above may not apply to you. It is to your benefit to save your documentation upon purchase of a product. Please direct all inquiries regarding performance of this product to: ITW TACC 56 Air Station Industrial Park Rockland, MA 02370 Phone 1-800-503-6991 Fax 1-800-231-8222 infona,„ itwtacc.com www.itwtacc.com Page 2 of 2 ?raxgw,nru Rev. 6/08 TEsERiA f'e'!,. ,113 lii uil, Imilmir,.,inr Wednesday, January 28, 2009 Brown Construction La Quinta Dune Palms Project La Quinta, CA Attn: Mike Troth RE: Pool Construction Schedule Per your request below is the pool construction schedule up to the gunite stage. Please review and approve via email or fax. If the schedule is not approved please forward notes/comments so we can make the necessary changes. Week of 2/16/09: > Layout and form pool and drywell > Excavate and install drywell > Excavate pool Week of 2/23/09 > Install reinforcing steel for pool > Install pool plumbing > Install backwash line Week of 3/2/09 > Health Department Inspection > City Inspection > Gunite pool Any questions please contact me. Thank you. Regards, Scott Daniels Teserra 760-250-3850 SOUTHERN CA FORNUI SOIL a T SlnNO, INC. SOUTHERN C ALIF O RNIA SOIL &TESTING, INC. MG: 000084 6280 RIVERDALE STREET, SAN DIEGO CA 92120 + Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ` Phone (760) 775-5983 Fax (760) 775-8362 Ic 1K I PL NC I I FIX SCSBT FILE NO: P.O. NO.: 0822004P PAGE I OF FIELD INSPECTION REPORT FOR: @ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ® PreinspeCtiOn PROJECT TITLE PHASE* OSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG D N/A N/A PROJECT ADDRESS PERM NO.: .. 47795 DUNE PALMS RD. 07-2475 N/A ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERALCONTRACTOR SUBCONTRACTOR BROWN SDR LOCATION OF WORK INSPECTED: BLDG D 1000 COLUMNS MATERIA. CLASSIFICATION: ASTM A 615 REINFORCING STEEL DATE: 08-15-2008 TIME ARRIVED: TIME DEPARTED: OOOAM 1030AM DESCRIPTION OF WORK INSPECTED: ONSITE TO PROVIDE PREINSPECTION OF COLUMNS @ BLDG D. PLACEMENT OF STEEL WAS IN AGREEMENT WITH PLANS. SONOTUBES WERE PLACED AND PLUMBED, DOBIES WERE PLACED TO PROVIDE PROPER CLEARANCES TO STEEL. THIS WORK WAS IN GENERAL CONFORMANCE WITH PLANS AND SPECS. END REPORT. CEIC I hereby certify that I have inspected the above reported work. Unless noted Otherwise, INSPECTORS NAME: i1PriMBQ P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, building laws. M. GERIMINSKY specifications and applicable sections of the governing Inspector Initials: MG 1 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 5274303-49 accordance with the requirements of the OSHPD approved documents. The work inspected com lies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 08-15-2008 requirements of DSA approved documents. Sampling and testing were conducted in SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected corn ies with the DSA approved documents. = Inspector initials: N/A 'signah+re authorizes the above work SOsai 206 REV 2MG yes: No: SOUTHERN CALIFORNIA SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00293 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 PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING El O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS © SHEAR NAIL ❑ H.S. BOLTING PRWECT TITLE: PHASE M DU IDSHPO FILE NO.: DM APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 0100 D MATERIAL 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: 10/28/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDNIG 0100 D (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5D-5 SCHEDULE. IOD 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 S 1.5D-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5D-2 AS WELL. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINES J 3.5 AND 4.7- MISSING DSC4 DRAG STRAPS. *GRID LINES A, 6.8 AND 7- NAIL #5 SHEAR WALL AS PER S1.5D-5 SCHEDULE. *GRID LINES D AND E, 6.3- NAIL #6 SHEAR WALL AS PER S1.5D-5 SCHEDULE. *GRID LINES B 1-1.2-NAIL #6 SHEAR WALL AS PER S1.5D-5 SCHEDULE. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected / t/s:% ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: NSA INSPECTORS TURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 1 U/28/2008 requirements of DSA approved documents. Sampling and testing were conducted in DATE accordance with the requirements of the DSA approved documents. The work inspected SUPEPoNIENDEMS SIGNATURE corn lies with the DSA approved documents. ves:�No:= Inspector Initials: NSA sgnaWre audwkes the above work SCsarzos REvaros SOUTHERN C/ FORNUI SOIL S, TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00296 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 PL NC I FIX PAGE I OF I 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. WLTING fXl DIAPHRAM NL PROJECTTfRE: PHASEtt: DSA /OSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN TRCONTRACTO TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 0100 D VATERIALCLASSIFICATIOR. 19/32" STR 1 APA RATED O.S.B. I OD COMMON NAILS DATE: 10/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 0100 D. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN IOD @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. 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 com lies with the OSHPD approved documents. Yes: No:= Inspector initials: NIA IN6PECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 10/29/2008 requirements of DSA approved documents. Sampling and testing were conducted In SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected com lies with the DSA approved documents. Q Inspector Initials: NIA *signature sut>wrrses � work Yes: No: SCsarzos REV yO6 SOUTHERN C FORNM SOIL & TESTING, INC. r 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.: �� PL NC FIX MW: 00304 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CI. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n.V SHEAR NAIL PROJECTTITIE: PHASE#. DMIOSHPD FILE NO.: OMAPP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT No:: .. 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT- ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED. BUILDING 0100 D MATERIAL CLAWIFICATI : 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 10/31/2008 1 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND FLOOR OF BUILDNG 0100 D (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5D-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5D-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S 1.5D-2 AS WELL. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINES 3 G-H- NAIL #4 SHEAR WALL AS PER S 1.5D-5 SCHEDULE. *GRID LINES 3 B-D- MISSING TOP CS16 STRAPS AVOVE WINDOWS. *GRID LINES H 3-4- ADD NAILS AT #5 SHEAR WALL AS PER S1.5D-5 SCHEDULE. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. 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 of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected i%'/.�a//� ICC #5077510-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the 10/31/2008 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 with the DSA approved documents. lnspectorinitiats: NAP` sAp'afmizasOw above work Yes:=No:= sCS&T205REV7106 SOUTHERN CALIFORNIA SOIL S T "rtNG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 I c I PL NC I I FIX SCSBT FILE NO: P.O. NO.: PAGE MW: 00336 0822004P OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C- C. CONCRETE ® ROOFING I WATERPROOFING ❑ P,T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECTTITIE- PHASEN. DSA /OSHPDFILE NO.: OSAAPP. NO.: DUNE PALMS BLDG 0100 N/A N/A PRO.IECT ADDRESS PERMIT NO.: mm fiLt, NO.; 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE MATERIN.CLASSIFICATIM.— FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 11/14/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 8100. *GENERAL ROOF UNDERLAYMENT LOOKS GOOD WITH TWO LAYERS OF #30 FONTANA VULCASEAL INSTALLED WITH 34" HEADLAPS AND 6" SIDELAPS SECURED WITH 7/8" PLASTIC CAP ROOFING NAILS. FELT IS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF I II. 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. **NOTE- TWO SOLAR TUBE CURBS ON THE NORTH ELEVATION LOWER ROOF, NORTH SLOPE ARE 6" FROM THE CENERLINE OF THE VALLEY. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work Inspected j complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: NSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 11/14/2008 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 cam lies with the DSA approved documents. = Inspector Initials: N/A 'signature authorizes the above Rrork SCsar205 REV 2105 Yes: No: a SOUTHERN CAUFORNIA SOIL 6 T ST G. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: P.O. NO.: C PL NC I F-FIX-F--1 MW; 00345 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING a C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTRLE PHASE#: DSAIOSHPDFILE NO.: OMAPP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECTADDRESS PERMITNO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SU13CONTRACTOR: BROWN GUY EVANS LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE MATERIALCLASS1 Io PELLA FIBERGLASS WINDOWS, PELLA BUTYL TAPE, 12"MFM SUBSEAL, RAINBUSTER 900 SEALANT CARLISLE TPO SINGLE PLY, CARLISLE CUT OFF MASTIC, 1/4" AND 1/2" DENSDECK, TPO BONDING ADHESIVE DATE: 11/19/2008 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 SINGLE PLY TPO ROOF ASSEMBLY AT GRID LINES E-F, 5-6 * WINDOWS WERE INSTALLED WITH THE NEW INSTALLATION PROCEDURE AS REQUESTED. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL RUN UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS INWEATHERBOARD 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 INSTALLAION. *THE LOW SLOPE ROOF SECTION AT GRID LINES E-F, 5-6 WAS INSTALLED WITH CARLISLE TPO SINGLE PLY. FIRST 1/2" DENSDECK WAS INSTALLED OVER THE ROOF SHEATHING SCREWED IN PLACE WITH SCREWS AND PLATE WASHERS. THE WALLS RELIEVED 1/4" DENSDECK FOR SUBSTRATE OVER THE O.S.B. AS WELL. CARLISLE TPO SHEET MEMBRANE WAS THEN SCREWED IN PLACE WITH 2" SCREWS AND 2" ROUND PLATE WASHERS AT THE LAP WHERE IT WAS SHINGLE LAPPED AND HEAT WELDED, ENCAPSULATING THE FASTENERS. NEXT A TERMINATION BAR WAS FASTENED AT THE ANGLE TO SECURE THE TPO. TPO LOW VOC BONDING ADHESIVE WAS ROLLED ONTO THE WALL FOLLOWED BY THE BASE FLASHING OF TPO UP THE WALL TO THE Z-BAR BACKING AND ONTO THE ROOF DECK APROX. 6" COVERING THE TERMINATION BAR. THE DRAIN AREA RECIEVED A GENEROUS BEAD OF CARLISLE CUT OFF MASTIC/ SELF WETTING BUTYL SEALANT FOLLOWED BY THE TPO RAN UNDER THE CLAMPING RING AND SECURED. FINALLY THE ROOFERS RAN EDGE METAL AT THE STEEP SLOPE TO LOW SLOPE TRANSITION WHICH COUNTER FLASHED THE TPO BASE FLASHING. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. CEIC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in j accordance with the requirements of the OSHPD approved documents. The work inspected v � ICC #5077516-10 complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that t have inspected the above reported work in accordance with the 1 1 / 19/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspectedSUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Y. No:Q Inspector Initials: N/A s gnature authorizes the above work scssrzosREV tioe SOUTNERN CALIFORNIA SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00352 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c I PL NC I I FIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS [I KS. BOLTING n PROJECTTRLE: PHASE#. WA/OSHPDFILE NO.: DSAAPP.NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR: BROWN GUY EVANS LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE MATERIAL PELLA FIBERGLASS WINDOWS, PELLA BUTYL TAPE, 12"MFM SUBSEAL, RAINBUSTER 900 SEALANT CARLISLE TPO SINGLE PLY, CARLISLE CUT OFF MASTIC, 1/4" AND 1/211 DENSDECK, TPO BONDING ADHESIVE DATE: 11/21/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). * WINDOWS WERE INSTALLED WITH THE NEW INSTALLATION PROCEDURE AS REQUESTED. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL RUN UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS IN WEATHERBOARD FASHION. PELLA BUTYL TAPE WAS PLACED OVER THE NAILING FIN TO ENCAPSULATE THE FASTENERS, FOLLOWED BY THE HEAD FLASHING OF 12" MFM SUBSEAL. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLAION. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #507751 & 10 complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INSPECTORSSIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 11/21/2008 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 cam lies with the DSA approved documents. = Inspector Initials: N/A `signature auMarizes Me above work Yes.: No: SCS&T205 RE 2w SOUTHERN CALIFORNIA SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00366 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280, 4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I C I X I PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING FI Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TRLE: PHASE A: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN flLk NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE 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: 12/01/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3" 4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-811 AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X1811RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. **NOTE- NEED TO INSTALL DOOR PANS AT HOLLOW METAL DOORS AS WELL AS BASE FLASHING. 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. OSHPO I hereby certify that I have inspected the above reported work in accordance with the , 7 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 'lNfrPECTORS complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A SIGNATURE REGISTRATION N0, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 12�01�2008 4 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn plies with the DSA approved documents. No: = Inspector Initials: N/A 'signature authorizes the above work Yes: SCS&T 205 REV 210G l� souTHEnN C/ I,Ofi.m SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00374 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.: PA : 1 Inc FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ PT, CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING rl PROJWTTITLE PHASE* DSA 10SHPD FILE NO.; DSA APP. NO.: DUNE PALMS I BLDG 0100 N/A N/A PROJECTADDRESS PERMRNO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHRECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF VItORi PWECTO: BUILDING 0100 D CLUBHOUSE MATERIALCLASSIFICATIOlt. PELLA FIBERGLASS WINDOWS, 121r MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL RAINBUSTER 900 POLYURETHANE SEALANT DATE: 12/04/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. **NOTE- NEED MILCOR AROUND BEAM AT BEAM TO WALL INTERSECTION ON THE SOUTH ELEVATION. **NOTE- GUY EVANS IS STILL INSTALLING HOLLOW METAL DOOR FRAMES/ BASE FLASHING. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pmried) 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 herebycertify that 1 have in p rtify inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. NSA Yes:= No:= Inspector Initials: SIGNATURE REGRATION N0, INSPECTORS SIST DSA I hereby certify that I have inspected the above reported work in accordance with the 12/04/2U08 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SLlPERINTENDElM SIGNATURE DATE cornplies with the DSA approved documents. Yes: No: Q Inspector Initials: N/A argrretwe sudiodkes the above work scsarzos ttt vnae SOUTHERN CALIFORNIA SOIL & T S—Q. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00413 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 . Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: I c 1 � PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE! STRESS ❑ EPDXY ANCHORS SHEAR NAIL ❑ H.S. BOLTING n PROJECTTTRE: PHASE#: M1OSHPOFILE NO.: DSAAPP.NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMITNO.: FLAN fit& NO.I. 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT. ENGINEER: - INTERACTIVE DESIGN GRAYNER GENERALCONTTUCTOR: SUBCONTRACTOa BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 0100 D MATERIAL CLASSIFICATION: 15/32" STR I O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 12/22/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO VERIFY THE INSTALLATION OF ST6224 STRAPS AT PLATE SPLICE FOR GRID LINE A, 6.8-7 ON BOTH THE EAST AND WEST SIDES OF THE ARCH AS PER RFI #532 AND GEORGE GRAYNER SITE VISIT RECOMENDATION. * ST6224 STRAPS WERE NAILED IN PLACE WITH A PALM NAILER ON BOTH SIDES OF THE ARCH ALONG GRID LINE A. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC 45077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO. DSA 1 hereby certify that I have inspected the above reported work in accordance with the 12/22/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'Sl1PEWNiENDENfS SIGNATURE DATE com les with the DSA approved documents. N/A = 'signature eutf wrizes the above work Yes: No: Inspector Initials: SCSBT ZM R2A8 SOUTHERN CALIFORNIA SOIL 3 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW; 00443 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 2804321 Fax (619) 280-47 ] 7 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.: - --] --jI C 1^ I PL NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 Q C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F1 PROJECT TITLE: PHASE t. DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECTADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" WM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 1/8/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. **NOTE- STILL FININSHING THE LATH INSTALLATION AT HOLLOW METAL DOORS AND WINDOWS. CBC I hereby certify that t have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 1/8/2009 requirements of DSA approved documents. Sampling and testing were conducted in SUPERINTENDEMS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected corn lies with the DSA approved documents. = Inspector Initials: N/A *signature authorizes the above work Yes: No: SCSaT 205 REV aloe SOt ERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00445 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.: 1 I `� /� I p�- NCF� PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING (-I PROJECT TITLE PHASE#: DSAIOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECTADDR SS PERMIT .. PLAN FILE No.: 1 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: 8UBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE MATERK 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: 1/9/2009 TIME ARRIVED: TIME DEPARTED: E;;PTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. *LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6"-8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X 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) 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 ]rE—REVIEW: Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector initials: N/A CTORS SIGNATURE REGISTRATION N0, DSA I hereby certify that I have Inspected the above reported work in accordance with the 1/9/2009 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPENNTENDEIM DATE accordance with the requirements of the DSA approved documents. The work inspected SIGMTURE cam lies with the DSA approved documents. N/A = 'signature auffiorizes Me above work Ye. No: Inspector Initials: SCS&T206R 2108 SOUTHERN CALIFORNIA SOIL A TESTING. INC. AWA SOUTHERN CALIFORNIA SOIL & TESTING, INC. ; 00470 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 PL NC FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ElP.T. CONCRETE / STRESS [I EPDXYANCHORS ElH.S. BOLTING n PROJECT TITLE PHASE #: DSA JOSHPD FILE NO.: .: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILE NO.: j;; 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE 1I, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/22/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 0100 D. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- EXPOSED DUCT WORK ON THE UPPER ROOF IS NOT WATERPROOF. THIS AREA NEEDS TO BE INSTALLED IN A WATERPROOF MANOR WITH PROPER FLASHING. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN ITEM LISTED. 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 `7(lOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in — accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 1 /22/2009 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:M No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV ?I06 SOUTHERN C—FORNIA SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo4s2 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.% C PL NC I I PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 O. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECTTITLE: PHASE#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE ROOF TILE IN PROGRESS) MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/28/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 0100 D. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- PVC VENT PIPES WILL BE THREE COARSED WITH MASTIC, FIBERGLASS WEBBING AND ANOTHER LAYER OF MASTIC AS RECOMENDED BY THE MANUFACTURER. **NOTE- SSW IS STILL FINISHING THE FLASHINGS FOR THE DUCK DROPS ON THE UPPER TILE ROOF. ALL SEAMS ON THE FLASHING AND DUCK WORK NEED TO HAVE A WATERPROOF COATING TO PREVENT WATER INTRUSION. **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 `](IOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in - accordance with the requirements of the OSHPD approved documents. The work inspected ` ICC #5077516-10 complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INSItCTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the 1 /28/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERIMENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCS&T 205 REV ?JO6 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00485 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 PL N� FI� SCSBT FILE NO: 0822004P P.O. NO.: oerc I — FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE ® ROOFING/WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A OJE PRCT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA PRCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE ROOF TILE IN PROGRESS) MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/29/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 0100 D (LOW ROOF). *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. kaiC 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 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected +� ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 1/29/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDEMS SIGNATURE DATE: cornith the DSA approved documents. [Yes:MNo:= Inspector Initials: N/A signature authorizes the above work SCSBT 205 REV 1106 SOUTHERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 " Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: P.O. NO.: MW: 00507 0822004P c F)( PL NC FAX 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 ❑ PROJECT TITLE: PHASE#: DSAIOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 2/O6/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 0100 D. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- SSW STILL NEEDS TO ENCAPSULATE ALL FASTENERS AS WELL AS THE SEAMS ON THE DUCT WORK WITH ELASTOMERIC COATING. **NOTE- MARIA (ARCHITECT FROM INTERACTIVE DESIGN), CHRIS (BROWN CONSTRUCTION), JOE (CROWN SHEET METAL), SERVANDO (DRI ROOFING) AND MYSELF DISCUSSED FLASHING THE VENT PIPE FOR THE TANKLESS WATER HEATER ON THE LOWER ROOF. IT WAS CONCLUDED THAT THE VENT WILL GO THROUGH THE WALL DUE TO THE FACT THAT THE MANUFACTURER DOESN'T MAKE A PROPER SECONDARY FLASHING FOR TILE ROOFS. **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 with the / requirements of OSHPD approved documents. Sampling and testing were conducted in / accordance with the requirements of the OSHPD approved documents. The work inspected9/ ICC #5077516-10 k1NS4k1&1TOftATURE complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 2/06/2009 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 SCS&T 205 REV 2106 SO -ERN CAUFORNIA SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00573 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 . Phone (760) 775-5983 Fax (760) 775-8362 SCS81T FILE NO: 0822004P P.O. NO.: I I �� PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT -NO .:PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE ROOF TILE MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/11/2TIME ARRIVED: TIME DEPARTED: 009 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION FOR BUILDING 0100 D CLUBHOUSE. *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. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *LOW ROOF- OVEREXPOSED TILE AT THE LAST COARSE OF TILE AT THE RIDGE. SOUTH SLOPE SKY LIGHT NEED THE TILE PAN TO EXTEND ONTO THE TILE 3" MIN. *HIGH ROOF- NORTH RIDGE HAS OVEREXPOSED TILE AT THE LAST COARSE. DUCT WORK NEEDS TO BE COMPLETELY SEALED AT ALL SEAMS AND SCREWS ETC. TILE PAN AT THE DUCT WORK FLASHING NEEDS TO EXTEND 3" ONTO THE TILE MIN. ALL CUT TILES AROUND THE DORMERS NEED TO SECURED TO A FIXED TILE WITH TILE ADHESIVE. 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. OSHPO 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected - ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A A§PECTORS SI TURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/11/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes:. No: Q Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 2& SOUTHERN CALIFORNIA SOIL 8 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 Ft. I NC I FFix SCS&T FILE NO: P.O. NO.: MW: 00577 0822004P PAGE I nc 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: HASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 7BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE MATERIAL CLASSIFICATION: SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT OPEN CELL BACKER ROD DATE: 3/16/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE STEEL FRAME WINDOWS AND DOORS ON THE NORTH AND SOUTH EAST ELEVATIONS OF BUILDING 0100 D CLUBHOUSE. *OPEN CELL BACKER ROD (30% COMPRESSION) WAS INSTALLED AT THE JOINT BETWEEN THE MILCOR/ J MOLD AND THE FRAME OF THE WINDOWS AND DOORS TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/8"- 1/2." NEXT THE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE JOINTS. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. TOOK DIGITAL PHOTOS OF TYPICAL CAULKING/ BACKER ROD INSTALLATION. "NOTE -THE STEEL FRAME STACKED WINDOW/ DOOR ON THE NORTH SIDE OF BUILDING 0100 NEEDS TO BE SEALED WHERE THE TWO PIECES STACK. THERE ARE ALSO SMALL VOIDS IN THE FRAME AT CORNERS ETC. THESE AREAS NEED TO BE SEALED TO PREVENT WATER INTRUSION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Printed) P.E. REVIEW: specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected -� ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:O Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 3/16/2009 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 ,requirements cam lies with the DSA approved documents. Yes.: No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 2106 SOUTHERN CALIFORNIA SOIL 8 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW] 00604 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s 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 SGS&T FILE NO: 0822004P P.O. NO.: C K I NC I FIX PAGE I OF I 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 #: DSAlOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 0100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-2475 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE ROOF TILE REPAIRS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/24/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE REPAIRS WHICH WERE MENTIONED ON MY REPORT ON 3/11/2009. *OVEREXPOSED TILE AT THE RIDGES MENTIONED IN MY REPORT WERE REMOVED. THE NAIL HOLES WERE SEALED WITH MASTIC AND THE TILES WERE RE -POSITIONED. NEXT AN ADDITIONAL HALF COARSE OF TILE WAS INSTALLED TO MAINTAIN PROPER EXPOSURE ON THE TILE. THE RIDGE NAILER WAS SEALED WITH MASTIC AND THE TRIM TILES WERE INSTALLED WITH RAINBUSTER 850 TILE ADHESIVE OVER THE NAIL HEADS. *TILE PAN MENTIONED IN MY REPORT WAS EXTENDED ONTO THE TILE AS REQUESTED. *CUT TILES AROUND DORMERS WERE SEALED TO A FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE AS REQUESTED. *DUCT WORK WAS SEALED AT SEAMS AND SCREW HEADS AS REQUESTED. CBC I hereby Certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Printed) P.E. REVIEW' specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A IN06TORS SIGNATURE REGISTRATION NO, DSA I hereby certify that i have inspected the above reported work in accordance with 7he 3/24/2009 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE Corn Iles with the DSA approved documents. Yes:MNo: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 7108 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00637 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.: NC FIX PAGE 1 OF. FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE © ROOFING I WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSA rOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS I BLDG 0100 N/A N/A 1 PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: PLAN MTT— 07-2475 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: SUB ROOFING LOCATION OF WORK INSPECTED: BUILDING 0100 D CLUBHOUSE 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, RAINBUSTER 850 TILE ADHESIVE DATE: 4/08/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED ROOF TILE ASSEMBLY FOR BUILDING 0100 (CLUBHOUSE). *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC OR TILE ADHESIVE IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER, AND HOLDING THE TRIM TILE IN PLACE PER TRI MANUAL PAGE 52 DETAIL MC-18. CUT TILES IN THE VALLEYS ARE SECURED TO A FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE. **NOTE— MINOR REPAIRS WERE COMPLETED DURRING INSPECTION. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND THE PROJECT PLANS. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the - requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected 6 complies with the OSHPD approved documents. N/A Yes:= NO:= Inspector Initials: IN PECTORS SIGNATURE - REGISTRATION NO, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 4/08/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A signature authorizes the above work scsaT 205 REV vas 7--' 1 v 6 SOIL & TESTING, INC. i im SOUTHERN CALIFORNIA SOIL & TESTING; INC. 51 1 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.- w r P.O. NO.- PL I I I NC I I FIX I I PAGE OF. FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE A: 4 DSA FILE NO.: DSA APR. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHILECT ;r I' ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: ...> �•v .� DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: ,Go• k' 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, ecifications and applicable sections of the governing building laws. pector Initials 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 complies with the DSA approved documents. Yes: No: Inspector Initials: .- INSPECTORS SIGNATURE _ REGISTRATION NO. *SUPERINTENDENTS SIGNATURE DATE *signature authorizes the above work SCS&T 2os REV 2ioa V C 44E° O2 V *ea oa (1) 0 c,,,,, 4".. 44 ci) a) "lib kl*° o Rs 0 ca a) tM a a)ii ... 14.. z co 0 a) 04 I!) S.C N m3� h. ,S1 p z C V ,t_ E O c N 62 aO c V CD Q L 0 iEj tS V V, V c 0 m , p z p 0 3 0 F' 4. 5 0 0 co r. ah.cp y G 0) C 0 O 0 _.....0 V) w a. ai > 0 )." N 0 ina) a .;c O) 0 p : Tr ti o .° o w z f. 0 Q a�aa; CD y �w RI , co z .yty) = m • y)o,w > C I�V O. 0 L� T Cit) By: W U a co 0 U y z 0 U Q z H- N 0 a. Address: 45-701 MONROE ST 1-G J ct 0 Z_ 2 w -J -J J W 0 m 0 0 0