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07-3241 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003241 Property Address: 47795 DUNE PALMS RD APN: 600-020-030- - - Application description; DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 715537 Applicant: Architect or Engineer: , . MW /IMF. BUILDING & SAFETY DEPARTMENT BUILDING PERMIT --------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 'I hereby affirm under penalty ofperjury that I am licensed under provisions of Chapter (commencing with Section 7.000) of Division 3 of the:Business and Professionals Code, and my License is�in full force and effect. License I ss: B license No:: 396611200 ate: tractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the. Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city'or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the. permit to file a:signed:staiementthat heor she -is licensed pursuant to the provisions of the: Contractor's: State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or sheds 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).: (_) I, as owner of the property, or my employees with wages-asrtheir sole compensation, will do the work, and the structureis not intended or offered for sale (Sec. 7044;. Business and Professions Code: The Contractors' State License Law does not apply to an ownerof property who builds or improves thereon, and, who does.the work himself or herself through his or her own employees, provided that the improvements: are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving. that he or she -did not build or improve for the purpose of'sele:). (_ ) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors'<State License. Law does not applyto an ownerof property who.builds or improvesthereon, and who contracts for theprojects with a contractor(s) licensed pursuant to the Contractors' State License Law.)-. ( ) I am exempt under Sec. , B.&P.C. for this: reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is 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: it LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 1/25/08 Owner: COACHELLA VALLEY HOUSI I 45701 MONROE ST 1- ` INDIO, CA 92201 t� )� 25 203 - 1 �aN Contractor: BROWN CONSTRUCTION, IANC. PO BOX 980700 } ` WEST SARAMENTO, CA 95798 (916)373-9300 Lic. No.-: 396120 ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintaima certificate. of consent to self -insure for workers' compensation, as provided for by:Section 3700 of the Labor Code, for, the performance of the, workfor which this permit is issued. I have and will maintain workers' compensation insurance, asrequired.by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancecarrier and policy number are: Carrier AMER INC Policy Number _ 3'424477 _ I certifythat, in the.performance of the work for which this permit is issued, I shall not employany person in any manner so as to become subject,to the workers' compensation laws of California, and agree that, ill should become subject to the workers' compensation provisions of Section 3700 of the 1iabe forthwith comply with those provisions. ��� ate: IDS Ap ' nt: Foe4 r WARNING:. FAILUF O SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000). IMADDITION 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 on this application. 1. Each person upon whose behalf this application is made; each, person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner; and the applicant, each agrees.to, and shall defend, indemnify and hold harmless the City of La Ouinta, its officers, agents andemployeesfor-any: act or omission related to the work being performed under or following issuance of this•peimit. 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 information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of/thJi.5 my ttooepnter uponthe: above-mentio - y o pection purposes. ���,_y� F7 ate: �/La� Otnature (Applicant or Agent • � O�"�� Application Number . . . 07-00003241 --•---- Structure Information 11,1258F [TYPE:C]/V-1HR/RE8-1/8 - DU ----- Other struct info . . . . . CODE EDITION 2001/200`4/2005 # BEDROOMS 24.0'0 FIRE SPRINKLERS FULLY FLOOD ZONE. NO GARAGE SQ FTG .00 PATIO SQ FTG 1233.00 NUMBER OF UNITS 8.00 1ST FLOOR SQUARE FOOTAGE 3639.00 2ND FLOOR SQUARE FOOTAGE 3667.00 3RD FLOOR SQUARE FOOTAGE 2467.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 2687.50 Plan Check Fee 436.72 Issue Date . . . . Valuation 715537 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 203.9.50 216.00 3.0000 ------------------------------------------------------------------------------ THOU BLDG 500,001-1,000,000 648.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 279.00 Plan Check Fee 19_43 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 4.5000 EA MECH VENT INST/ DUCT ALT 36.00 8.00 9.0000 EA MECH B/C <=3HP/1OOK BTU 72.00 16.00 6.50.00 EA MECH VENT FAN 104.00 8.00 6.5000 ------------------------------------------------------------------------------- EA MECH EXHAUST HOOD 52.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 310.57 Plan Check Fee 19.41 Issue Date Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 9773.00 .0300 ELEC NEW RES - MULTI FAMILY 293.19 LQPERMIT Application Number . . . . . 07-00003241 Permit . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 11.9.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.38 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 687.00 Plan Check Fee 42.93 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 72.00 6.0000 EA PLB FIXTURE 432.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 8.00 7..5000 EA PLB WATER HEATER/VENT 60.00 8.00 3.0000 EA PLB WATER INST/ALT/REP 24.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 16.00 .7500 EA IPLB GAS PIPE >=5 12.00 8.00 15.0000 EA PLB GAS METER 120.00 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 11,125SF [TYPE:•C]/V-1HR/RES'-1/8-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERES [3STORIES/42,0.00SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES'.. 2.00.1 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. **REDUCED FEE** [BUILDING: 3100 - TYPE: C] December 28, 2007 3:56:02 PM AORTEGA -------------------------- -- Other Fees . . . . . . . ACCESSIBILITY PLAN REVIEW 43.67 ART IN PUBLIC PLACES -RES ;1288.84 DIF COMMUNITY CENTERS -RES 584.00 DIF CIVIC CENTER - RES 1832.00 ENERGY REVIEW FEE 43.67 LQPERMIr Application Number . . . . . 07-00003241 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF FIRE PROTECTION -RES 256.00 DIF LIBRARIES - RES 2.784.00 DIF PARK MAINT FAC - RES 168.00 DIF PARKS/REC - RES 1008.00 STRONG MOTION (SMI) - RES 71.55 DIF STREET MAINT FAC -RES 312.00 DIF TRANSPORTATION - RES 9016.00 Fee summary Charged Paid. Credited ----------- Due ------------ ------ Permit Fee Total ---------- 3979.07 ----- --- .00 .00 3979.07 Plan Check Total 516.49 .00 .00 .516.49 Other Fee Total 23407.73 .00 .00 23407.73 Grand Total 27903.29 .00 .00 27903.29 LQPERMIT W I Y OF LA QUINTA �o y ILDING & SAFETY DEPARTMENT �c ,y OF knC3 0 (760) 777-7012 INSPECTION REQUEST LINE g a o (760) 777-7153 I Permit Number #}&- 241 POST ON JOB IN CONSPICUOUS PLACE I INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 1)ITNF PALMS ROAD l 1,125SF ITYPE:C]N-1HR/RES-1/8-UNITS - 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. "RED U ED FEE** [BUILDING: 3100 - TYPE: Cl TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE —ROOF F 25- -ox --Tr OKAY TO WRAP , FRAMING (COMBINATION) ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION _ , I.UVrM NU VIIUKK UN I IL ABL)VE SIGNED INTERIOR GYP. BD. DRYWALL —. ® ® T• EXTERIOR LATH GAS TEST . m SEPTIC ABANDONMENT SEWER CONNECTION , p SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS 4 FOOTINGS / STEEL BOND BEAM I POOL / SPA / WATER FEATURE INSPECTIONS PRE—GUNITE / SETBACKS U/G PLUMBING I t U/G GAS i. U/G ELECTRICAL PRE —PLASTER (ALARMS / BARRIERS) FINAL INSPECTIONS TEMP. USE OF PERMANENT POWEP I�$ ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. I Kj Z,4 169 FINAL / JOB COMPLETED iz--2462 ? A&�� s I f 1 ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St.. Ste. 150, Riverside. CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Mumeta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., 0 201 Palm Desert, CA 922 11-4 131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: r I / r f To: Ld Ih. Fax: Tract/Parcel Map #: [Aa-01 e p—zw Perm it/Lot #: BLo b # )( Job Site Address: y ` � 1 S Nine LA 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. Print Name Form C — Revised 8/27/2009 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual System available to insured from: Factory Mutual Engineering and Research, 1 151 Boston -Providence Turnpike. P.O. Box 9102, Norwood MA 02062 PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All iefects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: La Quinta Dune Palms Neighborhood JOB# 07205 DATE: Jule 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept Indio/Palm Desert Office ri,.,LICr-3a: i i-5F3s Las Alontanas Rd. #210 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS I'ES X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) S X NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCT] VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? INSTRUCTIONS IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND PREMISES? IF NO, EXPLAIN: LOCATION OF SUPPLIES BUILDINGS SYSTEM Building C 3100 MAKE MODEL PEAR OF TYCO MANUFACTURE Concealed LF-II 2008 SPRINKLERS Pendent TY-FRB 2008 TION �A-ND I I'ES X I NO ADVTENANC:E CHARTS BEEN LEFT ON I YES X I NO ORIFICE SIZE QUANTITY TEMPERATURE RATING I/z" 63 1600 1/2" 7 2000 PIPE CONFORMS TO NFPA #13 STANDARD PIPE & FITTINGS FITTINGS CONFORM TO NFPA #13 STANDARD ALARM VALVE OR FLOW INDICATOR DRY PIPE OPERATING TEST ALARM DEVICE WATERFLOW POTTER SWITCH YES X NO I'ES X NO MA MUM TIME TO OPERATE THROUGH TEST PIPE MODEL MIN. VSR-F 0 DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP WATER AIR TRIP POINT TIME WATER ALARM OPER- THRU TEST PRESSURE PRESSURE AIR PRESSURE REACHED OUT. ATED PROPERLY PIPE MIN. I SEC. PSI PSI PSI MIN. I SEC. MIN. I SEC. Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED? ITS NO DELUGE AND DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO, EXPLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE ITS NO ITS NO MIN. C. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. DESCRIPTION PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? YES NO EQUIPMENT OPERATES PROPERLY? � YES e NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE ' OPEN WIDE 200 PSI UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND t YES NO SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY VVELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? YES IF NO. EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FO ROPERTY \1'NER ed) TITLE DATE SIGNATURES n Z f NT CT F INxp)4'r\j�_0 (ipoed) TITLE DATE ADDITIONAL EXPLAN N T)1 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 A 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 1 53.4 53.4 +0.0 34200 Bo Ei Hopi- Dp,ive = RAN(HO MIRAUE od CALIf URNI.A 19 92270 7A(1_;I I in 7A(I_:';_-IXQ" PA C WXVI," A;1C4('I)AiCIIIIINIr:IVf'r^rl\A 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, 6 � % 2 �'-, Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth LAND SG� �G CHARLES R. cc HARRIS O 0- :Do * I, Exp: 1213l/07 1 No. 4989 T 34200 BOB Ho m. DRIVE RANCHO 1\11RAGE 2 (AI IP(.)RNI.A 921270 76(1_1 1 FAX D www M1�ACnnieini1Nr,la1r- C-W.1 May 1, 20()8 Ms, Amy Yu City of La QUkita 78-495 Calk Tampico La. Quinta, CA 92252 RE: Form det0datjjDm--;- GVHC Dune Palms Nel hbaifi� Oatte! 4 of Parcel Map No. 1 9 �of 33588,. l3dilditigs 3 toa and, 3200 C Dear Amy-, This 4tter,is to verify that the location$ AM devatiGht of the building foms f6r Buildings 31 66C and 320OG- of Parcel 4, of Parcel *MOP No- 3S884 were field checked by MSA Consulting, Inc.,: and found, to be insubstantial conform.an - ce,*Oh the approved. Precise Grading Pion, The results are as fq Lot #, Flerd. ................ different Building 310OG .......Plan. ... . ... . . A-0 .. .. .... 3. Building 320,0c nn t i eft O - If you have any questionsi please contaotbw Offf V-6f.y. Yo \.AND CHARLEY R. -HARMS, 0 Charles.k. Hards,,PLS 4089 ► N+Oi 4989, Director of survey and Mapping C -tt RH. EC: Mike Troth 34200 I OB 8 14OPE DFjVE w RAwCH6 M1,RAGE iii CALIFORNIA it 922.70 760-320-9 1. 0 1§0-M-7803 FAX 9 WvVw. S m-ACONSULTINGINC.CO-M -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: 3100 October 9, 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, George H. Grayner, S. E. Grayner Engineering QPOFESSIp 4 c� 1 9 9 m .9-30a �► "CTl1PP� qlF t7F C A��F�Q, 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676 2529 . FAX (951) 699-3591 Imperial Irrigation District Power Department — Underground/Service Inspection CLIENT: DATE: Y CONTRACTOR: J TIME: PROJECT NO.: i' NET -WORK NO.: INSPECTOR: CSP NO.: CONTRACTOR: -,JOB-LOCATION: C, ell PASS FAIL PASS FAIL TRENCH:❑ ❑PRIMARY VALfLT:❑ ❑STANDARD SECONDARY ❑❑SECTOR SERVICE ❑❑SWITCH CONDUIT:❑ ❑PRIMARY GROUNDS:❑ ❑PAD SECONDARY ❑❑SECTOR SERVICE ❑❑VAULT- -MANDREL: ❑ 01 PRIMARY SECONDARY PAD: SERVICE, PULLBOX: OTHER: PHOTO/S AVAILABLE: FIYES ❑ NO NOTES: P. Imperial Irrigation District — Power Construction Management Phone (760) 339-9532 Fax (760) 339-9533 IID-766 (7-01) SOUTHERN C-FORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 00534 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 I P� NC FIX %� PArr 1 nc FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 7BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE No.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 3100 C MATERIAL CLASSIFICATION: SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT CLOSED CELL BACKER ROD DATE: 2/23/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE SIESMIC JOINT BETWEEN THE TWO STORY AND THREE STORY SECTIONS ON BUILDING 3100. *CLOSED CELL BACKER ROD WAS INSTALLED OVER THE MFM SUBSEAL TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/8% 1/2" NEXT THE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE SEISMIC JOINTS. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND THREE SIDED ADHESION. NEXT THE CAULKERS SANDED THE SEALANT. TOOK\ DIGITAL PHOTOS OF TYPICAL SIESMIC JOINT CAULKING INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, 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 INS ECTORS SIGNATURE REGISTRATION N0, 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 2/23/2009 accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes:mNo: = Inspector Initials: N/A 'signature authorizes the above work scsar zos REV vos SOUTHERN CAUFORNM so1L & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00410 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 1 P� NC FIX PArr- 1 nc I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTRLE PHASE# OSA IOSHPD FILE NO.: DSAAPP.NO.: DUNE PALMS BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: FILM FILE NO.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHTfECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTMCTOR: SUB CONMCrOR: BROWN DRI ROOFING LOCATION OF WOW INSPECTED: BUILDING 3100 MATERIAL CLASSIFICATION: - FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 12/19/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 3100 C. *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 IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FDCED TILE WITH RAINBUSTER 850 TILE ADHESIVE_ MINOR REPAIRS WERE COMPLETED DURRING INSPECTION. *FINAL ROOF TILE ASSEMBLY APEARS TO BE IN ACCORDANCE WITH PROJECT PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPO approved documents. Yes:= No:= Inspector N/A SPECTORS SIGNATURE REGISTRATION NO, Initials: DSA I hereby certify that I have inspected the above reported work in accordance with the 12/19/2008 of DSA approved documents. Sampling and testing were conducted in ordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE Luirements m ies with the DSA approved documents. : No: = Inspector Initials: N/A 'signature authorizes the above wv k sCSBT 205 REV 7A)6 SOUTHERN C-ORNM S01L 8 TESTrNG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00387 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 X PL NC 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 El EPDXY ANCHORS [IH.S. BOLTING n PROJECT TITLE PHASE A: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: :LA 47-795 DUNE PALMS ROAD 07-3241 OUINTA :d ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 3100 C ROOF TILE PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 12/9/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 3100 C. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pdn*d) 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 r� 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 PECTORS SI TURE REGISTRATION N0, IN§DSA 1 hereby certify that 1 have inspected the above reported work in accordance with the 12/9/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected SUPERIMENl7ENTs SIGNATURE DATE oornplies with the DSA approved documents. No: = Inspector Initials: N/A `signature aLd"kes the above work Yes: sCS&T 205 REV 7JlI6 SOUTHERN CAL ORNIA 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 NI C I I FIX SCSI£T FILE NO: P.O. NO.: Mil; 00325 0822004P PAGE I OF I n FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: N/A DUNE PALMS BLDG 3100 N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: .: 07-3241 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR: CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 3100 C MATERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 11/10/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. *LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH Y-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 T7: Inspector Initials: M.W. OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in 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 4PECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 1 1/10/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPF121N7ENDENTS SIGNATURE DATE com lies with the DSA approved documents. inspector Initials: N/A *signature authorizes the above work SCSar2osREV 2106 Yes: No:O a SOIL & TESTING, INC Z SOUTHERN CALIFORNIA SOIL & TESTINC� INC. 0 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 9 Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 e Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO. RO. NO.: C PL NC FIX I PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE F1 REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING [10. C. CONCRETE El ROOFING/ WATERPROOFING El P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO: DSA APR NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.; "Of 'A I ARCHITECT:. ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: j 1Jj !\Y" LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: Ai I L f.Aj e- DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: I ;,V .4 -7 P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, she work inspected is to the best of my knowledge in compliance with the approved plans, cifications and applicable sections of the governing building laws. oector Initials INSPECTORS SIGNATURE REGISTRATION NO. SA 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 -yes: *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. *signature authorizes the above work _ No: _ Inspector Initials: -- SCS&T 205 REV 2=. So" s,E5""`" INC SOUTHERN CALIFORNIA SOIL & TESTINGI INC. 51 3,94 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 C 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 >ll S' SCS&T FILE NO. P.O. NO.: C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑. EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: - PHASE #: DSA FILE NO.: a DSA APP. NO.: PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: ARCHITECT: _ ) ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: LOCATION OF WORK INSPECTED: r_ MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 1 r i . i Y ice^ \ r "• i..l j `Y !9 �� 1,/( i \(- I' e� t %i. %•. r_. 1. `_ !j s � t• � i�;�� ._.1 �. f. -„/ i..� } P.E. REVIEW: i UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, e work inspected is to the best of my knowledge in compliance with the approved plans, = " -- •-- - -V �cifications and applicable sections of the governing building laws. 'Dector Initials INSPECTORS SIGNATURE REGISTRATION NO. SA I hereby certify that I have inspected the above reported work in accordance with the --Y^• --- - -- x requirements of DSA approved documents. Sampling and testing were conducted in _ � accordance with the requirements of the DSA approved documents. The work inspected '*SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. *signature authorizes the above work Yes: No: Inspector Initials: SCS&T 205 REV zroa < SOIL 8 TESTING, INC O SOUTHERN CALIFORNIA SOIL & TESTING, INC. 5 � 3 7 8 SOUTHERN - 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.• C PL NC FIX PAGE ! OF / FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING �. PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APR. NO.: PROJECT ADDRESS PERMIT NO.: __ti PLAN FILE NO.: ` ARCHITECT: ENGINEER: _ GENERAL CONTRACTOR: _ _, SUB CONTRACTOR: LOCATION OF WORK INSPECTED: = j MATERIAL CLASSIFICATION: DATE I DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: I ;. .� !4' i �_ ti -i -li:J y. � /� t•... _� �tyi i+ J i)i} 4Z rri �•i � I� j L.. c_... �l :''! r'•.'y.A. .%%? �1~ ' ! �L t Y iir L % �) 1, fi •`I t' %C i,.% A, �� f. r' i.� i'_�. `•J i'. fr,. .i. j �l its f ,i - I: '� � � t t J v�_ I ,� j i t � .7 t /•'s'! s1 i� �✓ �/ f? � i ." PE, REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, ! J' the work inspected is to the best of my knowledge in compliance with the approved plans, '9cifications and applicable sections of the governing building laws. `Oector Initials - INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in z� -°! '"" �Y t: ✓� `' •� accordance with the requirements of the DSA approved documents. The work inspected `SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. "signature authorizes the above work Yes: No: Inspector Initials: scs&T 205 REV 2Q6 5 SOIL & TESTING, INC Z I SOUTHERN CALIFORNIA SOIL & TESTING, INC. 51,377 0 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.- P.O. NO. C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: E] REINFORCED CONCRETE ❑ REINFORCED MASONRY [I WELDING E] FIREPROOFING F] Q. C. CONCRETE ❑ ROOFING WATERPROOFING ❑ RT, CONCRETE / STRESS ❑ EPDXY ANCHORS El H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO.: y i DSA APR NO.: r A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 3 V ;'j ARCHITECT: ENGINEER: IV GENERAL CONTRACTOR: SUB CONTRACTOR: A'f LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: f "P DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 7 C rIj L 1A (..A_; j' i AJ /f f 1 LJ 5 L .,Jj Al # A IV, - 'Al < L P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, tCe work inspected is to the best of my knowledge in compliance with the approved plans, laws. cifications and applicable sections of the governing building Spector Initials INSPECIdRS SIGNATURE REGISTRATION NO. SA I hereby certify that I have inspected the above reported work in accordance with the N, ' L requirements of DSA approved documents. Sampling and testing were conducted in ,,0� accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. *signature authorizes the above work Yes: No: Inspector Initials: SCS&T 205 REV 2/06 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00271 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C 1 PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. soLnNG Ixl SHEAR NAIL PROJECT TITLE: 7BLDG HASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: _. 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 3100 C MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 10/02/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEESMIC HOLD DOWN SYSTEM FOR THE FINISHED ASSEMBLY TO ENSURE ACTIVATION OF THE SYSTEM. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-1" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *PUNCH LIST ITEMS ON THE EARTHBOUND HOLDOWN SYSTEM FROM PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. THE 3/4" IMP 216 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 7/8" IMP 217 AT A- 15. AS PER RFI #358. THE TWO 5/8" IMP 215 AT LINE G-15 AND G 13.5 WERE INSTALLED AS PER RFI #357 AS WELL. *THE EARTH BOUND SIESMIC HOLDOWN SYSTEM WAS ACTIVATED AT ALL SLACK JACK DEVICES. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 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 OSHPO approved documents. The work inspected ICC #5077516-10 com lies 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 10/02/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE oom les with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV 2J06 SOUTHERN CALIFORNIA SOIL & TESTING, INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00250 6280 RIVERDALE STREET, SAN DIEGO CA 92120 x Phone (619) 2804321 Fax (619) 290-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 Phone (760) 775-59B3 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: F—c—T)C PL NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE 10 ROOFING/WATERPROOFING [ PT CONCRETE/STRESS C1 EPDXYANCHORS U H.S.BMTINGQ PROJECT TTTLE PHASE #: DSA IOSHPD FILE NO.: DWAPP. NO.: DUNE PALMS BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN HLt Nu.'. 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING/ DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 3100 C MATERIALCLAWMATIOR PELLA FIBERGLASS WINDOWS, J2" MOISTOP, FELLA BUTYL TAPE, 26 GAAGE DECK/ EDGE METAL,SIKAFLEX GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT HATE: 9/23/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE BALCONY/ BREEZEWAY DECK METAL/ EDGE METAL. * WINDOWS WERE INSTALLED USING THE NEW INSTALLATION PROCEDURE, OTHER THAN WINDOWS WHICH WERE ALREADY INSTALLED WITH MOISTOP BASE FLASHING. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS IN WEATHERBOARD FASHION. PELLA BUTYL TAPE WAS PLACED OVER THE NAILING FIN TO ENCAPSULATE THE FASTENERS, FOLLOWED BY THE HEAD FLASHING OF 12" MFM SUBSEAL. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. *DECK TO WALL METAL OBSERVED WAS 26 GAUGE 6" VERTICAL FLANGE ONTO THE WALLS AND 4" HORIZONTAL ONTO THE DECK. EDGE METAL WAS 26 GAUGE 4" ONTO THE DECK WITH A 2" DRIP EDGE WITH A HEM. DECK METAL WAS FASTENED WITH SHEET METAL NAILS, AND BACK CAULKED AT THE SEAMS WITH SIKAFLEX POLYURETHANE SEALANT. STILL NEED TO TERMINATE THE EDGE METAL AT THE DECK TO WALL WITH COUNTERFLASHING AS PER A-8.3-24. CBC t hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. NSA Yes:= No:= Inspector Initials: �INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 9/23/2008 requirements of DSA approved documents. Sampling and testing were Conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE Corn lies with the DSA approved documents. Q Inspector Initals: N/A 'signature authaaes the above work Yes:m No: gCS6T2115 REV 7ro6 SOUTHERN CA FORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00233 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+ x PLINC I I FAX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING QC.CONCRETE ® ROOFING/WATERPROOFING ❑ PT CONCRETE ]STRESS 0 EPDXYANCHORS ❑ K&BOLTNG❑ PROJECTTIILE: PHASE#: DSAIDSHPDFILENO.: WhAPP. NO.: DUNE PALMS BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FU NO.: '/-?XS /✓ 07-3241 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 3100 C ROOF TILE IN PROGRESS MA IAL CLA IFICA [ON: FONTANA VULCASEAL #30 ASTM D-226 TYPE 11, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16H 8D ROOFING NAILS, WIND CLIPS DATE: 9/15/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 3100 C. OGENERAL ROOF TILE INSTALLATION ON PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CRC l hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, the building laws. MI ES WOODARD MILES specifications and applicable sections of governing 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 r iCC #50775 i 6-i 0 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, USA t hereby certify that I have inspected the above reported work in accordance with the 9/15/2008 requirements of DSA approved documents_ Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected complies with the �DSA approved documents. N/A 'Signature authorizes the above work Yes:= No: u Inspector Initials: SCS&Tzos REV 21M I SOUTHERN CALIFORNIA SOIL 6 TESTING, INC. SOUTHERN CALIFORNIA SOIL, & TESTING, INC. MW: 00211 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: C+ P7L NCi Fix PAGE OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING [I FIREPROOFING O C.CONCRETE ® ROOFING/WATERPROOFING Q PT rrnacRl r ismm EPDXYANCHORS 1] H.&jBOL 1NG&jDIAPHRAMNL MECTTfILE PHASE#: MA/OSHPD FILE NO.: MAAPP.NO.: DUNE PALMS BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILL NO.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWNDRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 3100 C MATERIALCIAWIFICATIOR FONTANA VULCASEAL #30 ASTM D-226 TYPE II ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 9/8/2008 TIME ARRIVED: TIME DEPARTED: ;;;PTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 3100 C. *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 V. ALL INSIDE AND OUTSIDE CORNERS HAVE MASIC 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- STILL NEED ONE SECTION OF EDGE METAL ON THE LOWER ROOF SO ROOFERS CAN COMPLETE UNDERLAYMENT INSTALLATION. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the i requirements of OSHPD approved documents. Sampling and testing were conducted in _ #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected ICC corn lies with the OSHPD approved documents. N/A Yes:No:" Inapedor Initials: SPECTORS SI NATURE REGISTRATION NO. 13SA I hereby certify that I have inspected the above reported work In accordance with the 9/8/2008 requirements of DSA approved documents. Sampling and testing were conducted in *SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE t com lies with he DSA approved documents. N/A spnatweauth°nrasthea6°ve"rorA Yes: No:0 Inspector Initials: WMT2IHREV 2M Q SOIL 6 TESTING, i+t. LL SOUTHERN CALIFORNIA SOIL & TESTING, INC. sic 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 280-4321, Fax (619) 280-4717 =ST 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 0 SCS&T FILE NO.: 0822004P P. O. NO.: C ® PL ❑ NC I ❑ I FIX ❑ PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: [-]REINFORCED CONCRETE ❑REINFORCED MASONRY ® WELDING❑FIREPROOFING ❑ Q.C. CONCRETE ❑ ROOFINGIWATERPROOFING ❑ P.T. CONCRETEISTRESS❑ EPDXY ANCHORS ❑ H.S. BOLTING OUT PROJECT TITLE: Dune Palms PHASE #: DSA FILE NO.: N/A DSA APP. NO.: N/A PROJECT ADDRESS: 47750 Dune Palms Rd, La Quinta, CA PERMIT NO.: 07-2694 PLAN FILE NO.: N/A ARCHITECT: Interactive Design ENGINEER: Grayner GENERAL CONTRACTOR: Brown SUB CONTRACTOR: White Steel LOCATION OF WORK INSPECTED: Bldg 3100 MATERIAL CLASSIFICATION: A500/13, E71T, A36 DATE: 9/3/2008 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0800 TIME DEPARTED: 1000 TOTAL: 2 HRS On site to provide continuous visual inspection on the following field welding: 1. Observed welding of full pen tube steel splice of 5x5x5/16" tube steel column PC Mark 134B located in bldg 3100 er "if soz. completea. . Calibrated UT per AWS D1.1 section 6, 70 degree wedge, 2.25 mhz transducer, IIW type 2 block. 69 db reference. reriormeu i uv ro unrdsonic testing or tuft pen weias on �I) :)xoxoi to tuoe steel space. No Defects UTOK Completed welds found visually acceptable, welded by certified welders (1). Work performed & inspected per approved engineer drawings In Accordance with the standards of the AISC Manual of Steel Construction AWS D1 1 Weldin2 Codes, 1ispet0o` N8°10 IP"" ' James K. McNeil P.E'REVIEw' CBC/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, specifications and applicable sections of the goveming building laws. Inspector Initials JKM DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA/OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA/OSHPD approved documents. The work inspected complies with the DSA/OSHPD approved documents. Yeses_ No:�_ Inspector Initials- C , SD-774/IJTLvi II INSPECTORS SIGNATURE REGISTRATION No. 9/3/2008 X� "SUPERINTENDENT'S SIGNATURE '"Signature a�cno.t:es u,e above work SCSBT REV 2106 SOUTHERN CALIFORNIA SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00190 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 290-4717 83_740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 F PL NC I FFIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE 1 nF FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C. C. CONCRETE ROOFING / WATERPROOFING Q PT. CONCRETE/STRESS ❑ 0 KS BOLTING EPDXYANCHORS ® SHEAR NAIL PROJECT TITLE: PHASE ti: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 3100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 3100 C MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 8/27/2008 TIME ARRIVED: TIME DEPARTED: TDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE THIRD FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2 =1" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STICH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *PUNCH LIST ITEMS ON THE EARTHBOUND HOLDOWN SYSTEM FROM PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. THE 3/4" IMP 216 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 7/8" RVT 217 AT A- 15. AS PER RF1 #358. THE TWO 5/8" IMP 215 AT LINE G-15 AND G 13.5 WERE INSTALLED AS PER RFI #357 AS WELL. 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 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 #50775 i 5-10 complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INSPtCTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 8/27/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn les with the DSA approved documents. Yes: No: Q inspector Initials: N/A 'signature authorizes the above work SCSng REV M 4 SOUTHERN CAUJFORNIA SOIL A TYS Q' INC. SOUTHERN i i �i�i�1 CALIFORNIAC,3OEL 9& TESTING, 21 Fax l7INC. 00190 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 Phone (760) 7755983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO c 1 �� PL NC FIX PAGE 1 nc 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ RREPROORNG LL a CoNcREM ❑ ROOFING / WATERPROORNG ❑ PT a8MEIEJZD= EPWANCHORS [J A BOIIING0 SHEAR NAIL. PROJECTTIitJ= PHASE#: DSA/l%HPDFlLENO_ DSAAPP.NO.: DUNE PALMS BLDG 3100 N/A N/A PRQIECTADDREBS pErmllrw. 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA AaaurEcr INTERACTIVE DESIGN GRAYNER L;DOALCONIRACrOit SUBCOMTRACTOR: BROWNTtiNE FRAMING LOCATION OF WORK INSPECTED: BUILDING 3100 C EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2H-1R ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 8/27/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEESMIC HOLD DOWN SYSTEM FOR THE THIRD FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1 /21-1 N ALL T14RI AD WERE ACOUPLED WITII BRIDGE TARS STICH NAILED AND BLACKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. *PUNCH LIST ITEMS ON THE EARTHBOUND HOLDOWN SYSTEM FROM PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. THE 3/4" IMP 21,6 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 7/$" IMP 217 AT A- 15. AS PER RFI #358, THE TWO 5/8" IMP 215 AT LINE G-15 AND G 13.5 WERE INSTALLED AS PER RFI #357 AS WELL. CRC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the beat of my knowledge In compliance wOh the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected iCC #Sfl775 if>-ifl con lies with the OSHPD approved documents, Yes. No:= Inspector Initials: N/A py ppq SKmum REGMINATION NO. DSA.lfierebycat tifyihat{-havainspectedtheabove ,epormdww insxondaneawithihe 8/27/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS MMTUItE DALE wNh ho-DSAappmved ommu wts. Yes: No: Q Inspector Initials N/A signature authoress die above work 8cs&T2D5REV ova .�.w� SOUTHERN CALIFORNIA S OIL & TESTING, INC. M7�G• 000102 �± 6280 RA ERDALE 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 SCSBT FILE NO: 0822004P P.O. NO.: (� -CT-IC-1 PLrn�m , -- .� - FEW UISPECi1pN REPORT FOR: p REINFORCED CONCRETE p REINFORCED MASONRY ❑ MUNG ❑ FIREPROOFING Q. C. CONCRETE p ROOFING / WATERPROOFING p P.T. cmCRTE/ SfRE55 ® EPDXY ANCHORS p H.S BoLnNGn PrdLWTM-E DUNE PALMS t PttA N/A DSA roSHPDFILE M- DSA APP. NO-* N/A N/A PROWADDRIM 47795 DUNE PALMS RD. PEMUW 07-3231, 07-3241, 07-3238 N/A AfzclarEcr ENGINESt INTERACTIVE DESIGN GRAYNER ter�A�cDrtTRacTort BROWN suecofrtRAcrort SDR LOCATION of WOW KWECTED: BLDG 2400 C3 3100 C & 3200 0 5/8" 3/4" & 7/8" ALL THREAD & HILTT Hy - 150 EXP 01-2009 'A"E: 08 25-2008 TIME ARRIVED: TIME DEPARTED: FDESCPJPTION OF WORK INSPECTED: 1100AM 230PM ONSITE AS REQUESTED TO PROVIDE INSPECTION OF DRILLED EPDXY ALL -THREAD. HOLES WERE DRILLED 1/8" LARGER IN DIAMETER THAN ROD BEING PLACED TO A DEPTH OF 20". HOLES WERE CLEANED USING COMPRESSED AIR AND NYLON BRUSH. RODS WERE PLACED IN A TWISTING FASHION USING EM11 HY -150. THIS WORK PLACE @ THE FOLLOWING LOCATIONS: BLDG 2400 EMP 217 (7/8-) @ 15 & A LINE DO 216 (3/4-) @ 5.5 & B LINE PHD2 (5/8-) @ 15.3 & H LINE . BLDG 3100 Be 217 (7/8-) @ 15 & A DO216(3/4t)@5.5&B BLDG 3200 Be 217 (7/8-) @ 15 & A IMP 216 (3/4") @ 5.5 & B THIS WORK WAS IN GENERAL'CONFORMANCE WITH PLANS, RFIS, AND SPECS. END REPORT. COC 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, NAIE:rr mba P.E RMEW. specifications and applicable sections of the governing building laws. M. GER] IINSKY Inspector Initials: MG OSHPD 1 hereby certify that 1 have inspected the above reported work In aeeordance wah the requirements of OSHPD approved dorxcne nts. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work Inspected 5274303-49 complies with the OSHPD approved documents. Yes: No:= Inspector Initials: N/A i5274303-4 DSA I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSA approved dowmems Sampling and testing were conducted in 08-25-2008 accordance with the requirements of the DSA approved documents. The work inspected *SLFENKSMEM SMTIM DATE corn with the DSA approved documts. en Yes:=No: Q Inspector Wfials: N/A spiaAft aatlroraes the above work SC56T 205 ftEV �116 SOUTHERN CA IFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00148 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. C+ � NC+ FIX PAGE OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING a C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ® SHEAR NAIL ❑ KS. BOLTING PROJECTTRLE #: 7SEE DSA/OSHPDFILENO.: DSA AM.NO.: DUNEPALMS BELOW N/A N/A PROJECT ADDRESS PERMIT NO.:MAN FILL NU- 47-795 DUNE PALMS ROAD SEE BELOW LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUB CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDINGS 2300 AND 3100 TERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378,1/2" 5/8", 3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES, 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 7/31/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDING 3100 (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FOR BUILDING 2300 A-3 FIRST AND SECOND FLOORS, 3RD FLOOR NOT COMPLETE. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. IOD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S 1.5A-2.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2", 5/8" AND 3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/29/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS STILL LISTED. BUILDING 2200, SLACK JACKS WERE INSTALLED AT THE SECOND FLOOR AS REQUESTED. ADDRESS PERMIT *BUILDING 3100 C 47795 DUNE PALMS ROAD 07-3241 *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 **PUNCH LIST** *BUILDING 3100C- LINE 1-M NAIL PANEL PER SCHEDULE, INSTALL CS 16 TOP AND BOTTOM OVER WINDOW. LINE J 7.5 TO 8 ADD A34S, LINE B 3-6 ADD NAILS FOR 2" O.C. EDGE NAILING. LINE 12 C-E NAIL PANEL, LINE 14 C-B NAIL PANEL. LINE 15 A-B AND G-E 2" EDGE NAILING. *BUILDING 2300- EARTHBOUND, ADD NAILS AT SHEAR WALLS INTO BRIDGE TRRVIMERS AND KING STUDS AS PER SH-1 NAILING SAMPLE AND NOTE #17. THIRD FLOOR NOT COMPLETE, SLACK JACKS NOT INSTALLED AT TIME OF INSPECTION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (PrintOM 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 `7F,lOODARD Inspector Initials: M.W. I 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 % j''Y/�� ICC #5077516-10 �eN/A complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 7/31/2008 1 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected 'SUPERINTENDENTS SIGNATURE DATE cum Iles with the DSA approved documents. Yes: rn No: Inspector Initials N/A 'signature sudwrizes the above work SCS&T 205 REV M SOUTHERN CALWORNIA SOUTHERN CALIFORNIA SOIL & TESTING, INC. MG: 000093 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 A I PL NC I FIX kc PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTILE PHASE* MA/OSHPDFILE NO.: MAAPP. NO.: DUNE PALMS BLDG 3100 N/A N/A PROD CT ADDRESS PERMITNO.: FILM HLtz NU.: 47795 DUNE PALMS RD. 07-3241 N/A ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUB CONTRACTOR: BROWN SDR LOCATION OF MW INSPECTED: GRID LINE B R, 5 AND 15 IAL CLASSIFICATION: HILTI HY 150 EXP 11/2008 DATE: 08-21-2008 TIME ARRIVED: TIME DEPARTED: l OOOAM 11 OOAM DESCRIPTION OF WORK INSPECTED: ONSITE TO PROVIDE INSPECTION FOR DRILLED EPDXY ALL THREAD FOR THE EARTHBOUND SYSTEM. HOLES WERE DRILLED TO 1/8" LARGER THAN DIAMETER OF ALL THREAD WITH A 20" EMBED. HOLES WERE CLEANED WITH COMPRESSED AIR AND NYLON BRUSH. DOWELS WERE PLACED WITH HILTI HY - 150 IN A TWISTING FASHION. THIS WORK TOOK PLACE @ GRID LINES B & 5 / B & 15. WORK OBSERVED WAS IN GENERAL CONFORMANCE WITH PLANS AND SPECS. END REPORT. CHIC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (PMbd) P.E REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, laws. M. GERIl�IINSKY specifications and applicable sections of the governing budding Inspector Initials: MG 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 527430349 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes: No:= Inspector Initials: N/A ICTORS GNATURE REGISTRATION NO, NSPE DSA 1 hereby certify that 1 have inspected the above reported work in accordance with the 08-21-2008 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 complier. with the DSA approved documents. = P�� N/A Yes: No: Ins Initials: -signature authortres the above work scssr2osR22me SOUTHERN CALIFORNIA SOIL A TESTING, INC. F=-VA SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00169 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 NC FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ©DIAPHRAM NL PROJECT TITLE PHASE#: DSA /OSHPD FILE NO.: DSA AM. NO.: DUNE PALMS 7BLDG 3100 N/A N/A PROJECT ADDRESS PERMR NO.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 3100 C PAATER 1 19/32" STR 1 APA RATED O.S.B. IOD FASTENERS(ROOF SHEATHING), 15/32" STR I O.S.B. 8D AND IOD FASTENERS, DATE: 8/14/2TIME ARRIVED: TIME DEPART: 008 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 3100 C. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE THIRD FLOOR SHEAR WALL INSTALLATION (IN PROGRESS). *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. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER 5-S1.5C SCHEDULE.IOD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMUM OVER PENETRATION WITH 1 /2" EDGE NAILING DISTANCE AT PANEL EDGES AND AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL 2-S1.5C, SDS SCREWS AND LAGS WERE SPACED PER SCHEDULE. PUNCH LIST ITEMS LISTED BELOW. **NOTE- 3/8"X 4.511 LAG BOLTS AT #2 SHEAR WALLS WERE INSTALLED AS REQUESTED AT AREAS MENTIONED IN PREVIOUS REPORTS. **PUNCH LIST** *B-5 TO 5.5 MISSING SHEAR PANEL SCHEDULE #4 AT THIRD FLOOR. *HOLES IN THE SHEAR WALLS FROM FALL PROTECTION ON BOTH SECOND AND THIRD FLOORS NEED TO BE BLOCKED WITH EDGE NAILING AROUND THE PERIMETER. *ADD NAILS AT SHEAR WALLS INTO EARTHBOUND BRIDGE TRIMMERS AND KING STUDS AS PER SH-1 NAILING SAMPLE AND NOTE #17 ON THE EARTHBOUND DRAWINGS. 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 J'' ,/ i/� ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSP6CTdRS SIGNATURE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 8/14/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected `SUPERINTENDENTS SIGNATURE DATE corn Iles with the DSA approved documents. Y. No: = Inspector Initials: N/A 'signature authorizes the above work SCSaT 205 REV 2r05 sWT"ERN cw"MNIA sdL a �o, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00156 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax 619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax �760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c 1 PL NC FIXPAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C, C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n SHEAR NAIL PRWECTTIRE R Ek. DSA/OSHMFILE NO.'. MAAPP.NO.: DUNE PALMS I BLDG 3100 N/A N/A PROJECT AOORESS PERMIT No.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: 9NGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTM SUB CONLRAcroR: BROWN TONE FRAM MG LOCATION OF WORK INSPECTED: BUILDING 3100 C MMERAILCLASSWAMOrt EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378 1/2"-1" ALL THREAD COUPLERS AND SLACKJACKS BEARING PLATES, 15/32" SIR I O.SB. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/8/2008 TIME ARRIVED: TIME DE}ARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND FLOOR OF BUILDING 3100 C (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM (IN PROGRESS). "GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" SIR 1 O.S.B NAILED PER S1.5C-5 SCHEDULE. IOD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5C-2.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2"-1" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. **PUNCH LIST** *SHEAR WALLS AT STAIRS WERE NOT INSTALLED. *GRID LINE G- 14-15 ADD SDS SCREWS @ 5" O.C. AS PER SI.5C-5. ALSO NEED 3/8"X4-1/2" LAGS AT #2 SHEAR WALLS. *EARTHBOUND- ADD NAILS AT SHEAR WALLS INTO BRIDGE TRIMMERS AND KING STUDS AS PER SH-1 NAILING SAMPLE AND NOTE #17. *GRID LINE G- 13.5 AND 5 MISSING TWO 5/8" ALL THREAD, NEED AN RFI FOR RETROFIT. *GRID LINE B- 5.6, 3/4" ALL THREAD DOES NOT LINE UP FROM THE FIRST FLOOR TO THE SECOND FLOOR. THE ALL THREAD ENDS UP INSIDE A DOORWAY AT THE SECOND FLOOR. *GRID LINE A- 15, 7/8" ALL THREAD DOES NOT LINE UP FROM THE FIRST FLOOR TO THE SECON FLOOR. CBC 1 hereby certify that I have inspected the above reported work Unless noted otherwise, ( 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 Inspecter,nuals: M.W. OSHPD 1 hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in 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 8/8/2008 requirements of DSA approved documents. Sampling and testing were Conducted In accordance with the requirements of the DSA approved documents. The work inspected WEWNTBJDENTS SIGNATURE DATE complies with the DSA approved documents. Mspectorbutials: N/A 'Srq' nature audror¢es the above work Yes:=No:O SMT205REV7106 Q SOIL 6 TESTING, INC. 2 O a SOUTHE CIFORNIA SOIL & Ti '__.. INC. 84089 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS VENUE, SUITE Q INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 } ,� SCS&T FILE NO.: P.O. NO.• C PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY LDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PR CT TITLE: PHASE #: DSA FILE NO.: DSA APR. NO.: PROJECT ADDRESS }}, 44 PERMIT NO.: , PLAN FILE NO.: ARCHITECT: --t�-y '. - -t- b CL ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTORr LOCARON OF WOINSPECTED: 1 3/0 00 MATERIAL CLASSIFICATION: .1 _ y l J 9 DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 4 TIME DEPARTED: pf �-�f/J'1 � �� � I s�� :.S-r"� ems',.,-' e�->� ✓!� ''y y�g ! 60 ?�ii%t'�d3'+} ✓ !✓ TLo N F. I . rt U t r� C Al `c i e % N /n 0 4 r P rLr i �j'a� �/ �dod��a�F:1�L6 d�7 C1' Ate? fd/f bck' f` s P / P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected Is to,tae-sf`afy�knowledge In compliance w th the approved plans, ,ecifications and ection of the governing building laws.f" ;pecior Initials _}ff ,A 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: , j� Ad-' _� -- -_, �� ' " ,; — INSPECTO SIGNATURE or REGISTRATION NO. 6 'SUPERINTENDENTS SIGNATURE DATE `signature authorizes the above work scsaT 2os aev voa sour,i� wscwnuA sotL a Tvirmo. Mc. SOUTHERN CALIFORNIA. S OIL & TES TING, INC. MG. 000094 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 Txl PL Y N� FIX SMT FILE NO: 0822004P P.O. NO.: Der_e 1 FIELD INSPECTION REPORT FOR: ® REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ❑ EPDXY ANCHORS❑ H.S BOLTING (}(� DRYPACK PROJECT TITLE: PHASE # MA IOSH O FILE NO.: MA APP. NO.: DUNE PALMS 3100 & 3200 N/A N/A PaRlaTrro= 47795 DUNE PALMS RD. _ 07-3241 & 07-3238 N/A ARCHITECT: ENGgiMR: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN 5DR LOCATION OF VAM tNSPECTID BASE PLATES TS COLUMNS HUB 100 II & HUB ALL CLEAR RESIN CURE DATE: 08-21-2008 TIME ARRIVED: TIAAE DEPARTED: FD7CRIPTION6AM OF WORK INSPECTED: 3PM ARRIVED ONSITE AS REQUESTED TO PROVIDE CONTINUOUS INSPECTION OF DRY PACK GROUTING. SURFACE WAS BLOWN FREE OF DEBRIS AND FORMED WITH STYRAFOAM. HUB 100 II WAS USED IN A FLUID STATE PER THE MANUFACTURES DIRECTIONS, USING 2 1/2 QUARTS OF WATER. MIX TIME WAS 3 MINUTES AND PLACED IMMEDIATELY INTO FORMS. PLACEMENT WAS FROM ONE DIRECTION, GROUT WAS RODDED TO PUSH ANY ADDITIONAL AIR OUT. HUB ALL CLEAR RESIN CURE WAS PLACED ON EXPOSED GROUT SURFACES PER MANUFACTURES DIRECTIONS. WORK OBSERVED WAS IN GENERAL CONFORMANCE WITH PLANS AND SPECS, EXCEPT FOR THE FOLLOWING PUNCHLIST ITEM: ** PUNCHLIST ** @ BLDG 3200 GRIDLINE J.5 AND 15 TS COLUMN COULD NOT BE GROUT DUE TO A MISSING BOLT AND LEVELING NUT UNDER COLUMN, PRIOR TO GROUTING COLUMN MUST BE SET TO HEIGHT AND LEVEL. END REPORT. Coo I hereby cePotfy that 1 have inspected the above reported work. LiMess noted othemise, NSPt_CMM MAW-: ff**md) RH1f1 m: the work inspected is to the best of my knowledge in compliance with the approved plans, 1ps- specifications and applicable sections of the governing building laws. M. GERIriIINSKY Inspector Initials: MG OSHPD I hereby certify that I have inspected the above reported work in accordance with ther requ4ernents of OSHPD approved documents. Sampling and testing were conducted in accordance with the requkernems of the USHPD approved documents- The work inspected 5274303-49 complies veth the OSHPD approved documents. Yea No:= Inspector Initials: N/A INSPECTORS TLJl� REGISTRATION NO, DSA 1 hereby certify that I have inspected the above repotted work in accordance with the 08-21-2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirnrnents of the DSA approved documents. The work inspected SIGNATURE LATE cornplies with the DSA approved documents Yes Ns- Inspector Initials: N/A 'si8natree auMuorizes the above wak SCUT any REV 20 SOUTHERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00235 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 2904321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 C PL NC I I FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE ROOFING/WATERPROOFING 0 P.T.CONCRETEISTRESS 0 EPDXYANCHORS Q H.S.BUTINGrl PROJECTTTRE: PHASE#: DSAIOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2300 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3241 LA QUINTA ARCHITECT: ENGINEER. - INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 3100 C MA I CATI PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 9/17/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). * WINDOWS WERE REPAIRED AS REQUESTED BY THE ARCHITECT. TWO BUTTERFLY'S OF MFM SUBSEAL WERE PLACED IN THE UPPER CORNERS OF THE RECESSED WINDOWS. A NEW HEAD FLASHING OF 12" MOISTOP WAS INSTALLED OVER THE MFM SUBSEAL. TWO STRIPS OF THE PELLA BUTYL TAPE WAS INSTALLED AT THE JAMBS OVER THE MOISTOP IN WEATHERBOARD FASHION. * WINDOWS WHICH WERE NOT ALREADY INSTALLED WERE SET WITH THE NEW INSTALLATION PROCEDURE. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL RUN UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS IN WEATHERBOARD FASHION. PELLA BUTYL TAPE WAS PLACED OVER THE NAILING FIN TO ENCAPSULATE THE FASTENERS, FOLLOWED BY THE HEAD FLASHING OF 12" MFM SUBSEAL. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. CBC l hereby certify that l have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES 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 complies with the OSHPO approved documents. N/A Yes:F1 No: I Inspector Initials: CTORS TURF REGISTRATON No, OSA I hereby certify that f have inspected the above reported work in accordance with the 9/17/2008 requirements of DSA approved documents. Sampling and testing were conducted in SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected cum lies with the DSA approved documents. = Initials: N/A signature auUtorizes the above work Yes:I No: Inspector SCS&T 205 REV 2MG Certificate of Occupancy IncaroMTWp, G� OF T9� Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 47-795 DUNE PALMS ROAD (BUILDING # 3100) Use classification: APARTMENTS Building Permit No.: 07-3241 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G City, ST, ZIP: INDIO, CA 92201 / By: STEVE TRAXEL Date: November 24 2009 Building Official POST IN A CONSPICUOUS PLACE