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07-3244 (MFD5)4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 1/25/08 Application Number: 07-0000,3244 Owner: Property Address: 47795 DUNE PALMS RD. COACHELLA VALLEY HOUSING COAL APN: 600-020-030- - - 45701 MONROE ST'1-G IVAN Application description: DWELLING 5 OR MORE FAMILY INDIO, CA 92201 Property Zoning: REGIONAL COMMERCIAL Application valuation: 909234 720'80 Contractor: r Applicant: Architect or Engineer: BROWN CONSTRUCTION, INC. CRY O�at�, INTA PO BOx980700 FINAPT WEST SARAMENTO, CA 95798 (916)373-9300 1I� LiC- No.: 396120 LICE_ NSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of. Division 3 of the Business: and Professionals Code, and my License is in full force and effect._ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B License No.: 396120 - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is _ 'J ` - t `/ issued, ta: retractor:_ �++� ���{�iy 1Y I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor TTTttt Code, for the performance of'the work for which,this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy numberare: I hereby affirm under penaltyof perjury that I am exempt from the Contractor's State License Law for the Carrier AMER INC Policy Number 3424477 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires.a permit to - _ I certify that, in the performance of the work fovwhich this permit isiissued, I shall not employ any construct,. alter,, improve, demolish,. or repair any structure, prior to its7issuance, also requires the applicant:forthe person. in any manner so as to become subject to the workers' compensation laws of California, permit to file,a signed statement that he or she is -licensed pursuant,to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code)°or 3700 of tly withtjjose provisions. 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 (5500).: ate: y� scant: 1 _ 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does,not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL.PENALTIES,AND CIVIL FINES UP TO ONEHUNDRED THOUSAND and who does the. work, himself or herself through his or her own employees, provided that the DOLLARS J$1 00.000). IN ADDITION TO'THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvementis soldwithinSECTION 3706 OF THE LABOR CODE; INTEREST, AND ATTORNEY'S. FEES. one yearpf completion, the owner -builder will have'the burden of, proving that he or she did not build or improve for°the purpose of sale:). f _) 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 foe the projects with a contractor(s) licensed pursuantto the Contractors' State License. Law.). 1 _ I I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the.performance of the work for which this permit is issued (Sec. 3097, Civ. C:1. Lender's Name: Lender's Address: LQPERMIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Applicationis hereby made to the Director of,Building and Safety for a permit subject to the conditions and restrictions set. forth on this application. t . 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 anypermibissued 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:Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this 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 thisapplication and state thatthe above: information is correct. I agree to comply with all city and county ordinances and,state.laws relating to building construction, and hereby out horize,representatives of thin”' ' enter upon t Applicant or er gBction ur oses. � �� I., (•� nature (Applicant or Agent): r�\J • f � Application Number . . . . . 07-00003244 ------ Structure Information 15,306SF [A-1.]/V-1HR/RES-1/10-DU ----- Other struct info . . . . CODE EDITION 2001/2004/2005 ## BEDROOMS 28.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG 1980.0.0 PATIO SQ FTG 1298.00 NUMBER OF UNITS 10.00 1ST FLOOR SQUARE FOOTAGE 5106.00 2ND FLOOR SQUARE FOOTAGE 6790.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee 3269.5.0 Plan Check Fee 531.29 Issue Date . . . . Valuation . . . . 909234. Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 2039.50 410.00 3.0000 THOU BLDG '500,001-1,000,000 1230.00 ----------------------------------------------------------------------------------- PermitMECHANICALAddtional�d'es'c . . Permit Fee . . . . 319.00 Issue Date . . . . Expiration Date . . 7/23/08 Plan Check Fee . 19.94 Valuation . . . . 6 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 4.5000 EA MECH VENT INST/ DUCT ALT 45.00 10.00 9.0000 EA MECH B/C <=3HP/100K BTU 90.00 16.00 6.5000 EA MECH VENT FAN 104.00 10.00 --------------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 65.00 Permit ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 414.12 Plan Check Fee 25.88 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 1.1896.00 .0300 ELEC NEW RES - MULTI FAMILY 356.88 2112.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 42.24 LQPERMIT Application Number . . . . . 07-00003244. Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 777.00 Plan Check Fee 48.56 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 1.5.00 78..00 6.0000 EA PLB FIXTURE 468.00 1..00 1.5.0000 EA PLB BUILDING SEWER 15.00 10.00 7.5000 EA PLB WATER HEATER/VENT 75.0.0 10.00 3.0000 EA PLB WATER INST/ALT/REP 30.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 20.00 .7500 EA PLB GAS PIPE >=5 15.00 10.00 15.0000 EA PLB GAS METER -------------------------------------------------------------------------------- 150.00 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 15,306SF [TYPE:A-1]/V-lHR/RES-1/10-UNITS - ALLOWABLE AREA I-NCREASES: MULTISTORY / FIRESPRINKLEREES [3STORIES/42,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001.CBC_, CPC, CMC, 2004 CEC, 20.05 ENERGY CODE. **REDUCED FEE** [BUILDING: 4200 - TYPE: A-11 December 28, 2007 4:05.:54 PM AORTEGA Other Fees . . . ACCESSIBILITY PLAN REVIEW 53.12 ART IN PUBLIC PLACES -RES 1773.08 DIF COMMUNITY CENTERS -RES 730.00 DIF CIVIC CENTER - RES 2290.00 ENERGY REVIEW FEE 53.12 DIF FIRE -PROTECTION -RES 320.00 DIF LIBRARIES - RES 3480.00 DIF PARK MAINT.FAC - RES 210.00 DIF PARKS/REC - RES 8760.00 LQPERMIT Application Number . . . . . 07-000.03244 --------------------- - Other Fees . . . . . . . STRONG MOTION (SMI) - RES 90.92 DIF STREET MAINT FAC. -RES 390.00 DIF TRANSPORTATION - RES 11270.00 Fee summary Charged Paid Credited ---- ------ ----------- ------------ Due ----------------- Permit Fee Total Permit ---------- 4794.62 - - - .00 .00 4794.62 Plan Check Total 625.67 .00 .00 625.67 Other Fee Total 29420.24 .00 .00 29420.24 Grand Total 34840.53 .00 .00 34840.53 LQPERMFr 9 r CITY OF LA QUINTA BUILDING & SAFETY DEPARTMENT Of (760) 777-7012 =aal INSPECTION REQUEST LINE i� 1 (760) 777-7153 ='Owner �C USING COALITION zr C. ,m WN CONSTRUCTION 07-3244 POST 07V JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPI IC'ARI R CIDArCC JOB ADDRESS 47-795 DUNE PALMS ROAD 15,306SF ITYPE:A-1I/V-IIIR/RES-1/10-UNITS - 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. "REDUCED FEE** (BUILDING: 4200 - TYPE: A-1I TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE 5 s U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF 9 -15 O R> OKAY TO WRAP ® . , FRAMING (COMBINATION) ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION O _ 3 ,,::D jr COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) _ 5. d IF IIS EXTERIOR LATH d GAS TEST e ` SEPTIC ABANDONMENT SEWER CONNECTION 5 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 Q ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. G FINAL / JOB COMPLETED ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING TV �6c.(,4 e� a � 1, � - � • 08 �� 3-7 �atSeaZ � �i�S !®. �• ®$ �7 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., u 201 Palm Desert, CA 92211-41 31 Ph. (760) 863-8886 (760) 863 7072 Fire Department Clearance/Release Date: �2qk To: Fax: Tract/Parcel Map #:��--- Permit/Lot #: tUb F# I Z Job Site Address: `'f 1 — � 15 1J ✓I n Q Pj I m s L - G� 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. IIII A t rizing ignature For Release Print Name '— Form C — Revised 8/27/2009 A certificate shall be filled oul and signed by both representatives. Copies shall be prepared for approving authorities. owners and contractor. It is u n&rstood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or fail ule to comply with approving authority's requirements or local ordinances. 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/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 INSTALLATION CONFORMS TO ACCEPTED PLANS ITS X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) y,S X I NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? YES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON I YES X I NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building A -I 4200 SPRINKLERS MAKE TYCO MODEL YEAR OF NIANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-II 2008 I/2" 92 1600 Pendent TY-FRB 2008 1/2" 8 2000 PIPE &FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X NO FITTINGS CONFORA4 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 SWITCH POTTER VSR-F 0 60 DRY VALVE Q.O.D. DRY PIPE OPERATING TEST 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. ALA RAI OPER• ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. «TITH ........................ - 1 i�T - Y. A VJ 7 i-Y; _ IIIIIIIIHIJIII� I;� I)�J 1�r -- _ lv` 1� lr ` ,YC F 't- :Z� �J I _ ' - 77 ^I ;911 I 1Ir�T'- - <<d- r ?A- -nA- '_ IT— _ r ,— Co - —_ - - A ''� • a - ' ; 1T- ti _ - __ •r�l I I I12111+1111='Tr I❑ I I I I I h = _ �_ 47- ` or •' 1 1 1 1 1=1 1 1411 LTA ". , pro; IIIII=1114111 i_ 1111111111111111111 �li OPERATION PNEUMATIC ELECTRIC I HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA YES NO SUPERVISED? DOES THE VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? YES NO DELUGE AND PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? YES NO VALVES IF NO, EXTLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE. OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST DESCRIPTION PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED? YES NO EQUIPMENT OPERATES PROPERLY? 1� YES =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 E12LAIN FLUSHED BY INSTALLER OF UNDERGROUND YES NO I SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9, 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 1F NO, EXPLAIN: X NO DATE LEFT IN SERVICE VfTTH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE SIGNATURES INSTA G ONTRACT R (Si ned) TITLE DATE ADDITIONAL EXPLA A ION NOVS- 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 i4?00 2uLs Herr Drivr IZ;\Nc H O 1\lIRA ue CAL If N I 1)2270 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, Ga Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth Np,L LAND CHARLES R. 0 HARRIS a_ o Exp: 12/31 %07 �j. No. 4989 \T�0 C AL���� 34200 BOP Ilan. DRjV -_ R.AN010 MIRAC& CAI IrnRNIA ,_ 92270 -- I'll ,.n, , ter,,, — - 1, 1 ......... AdC A1"-1 ri,—.�„-I�i, May 16, 2008 Ms. Amy Yu City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Form Certification.— CVHC Dune Palms Neighborhood Parcel 4 of Parcel Map No.33588, Buildings 4100 and 4200 C JN 1786 Dear Amy: This letter is to verify that the locations and elevations of the building forms for Buildings 4100 and 4200 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 4100 57.80 57.80 +0.00 Building 4200 56.50 56.50 +0.00 If you have any questions, please contact our office. Very truly yours, LAND 5c, CHARLES (� HARRIS O Charles R. Harris, PLS 4989 --' No, 4989 Director of Survey and Mapping N� Exp.12/31/09 \Q- CRH:tt EC: Mike Troth �CFCP'0 / 34200 BoT3 HIoPE bRIVE' 0 RANCHO MIRAGE 9 CALIFORNIA M 92270 '�]Q"-GRUNER 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: 4200 Building Official: September 25, 2008 As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, George H. Grayner, S. E. Grayner Engineering 1 9 m p.9-30-09 sCTURP Q Q 9TF OF CA-Ni� 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 CLIENT: U CO NTRACTOR. PROJECT NO. NETWORK NO.: CSP NO.: JOB LOCATION: PASS FAIL Imperial Irrigation District Power Department — Underground/Service Inspection K- 76 DATE: L / O E� � INSPECTOR: 7f6Lv--\, CONTRACTOR: , /" S PASS FAIL TRENCH: = = PRIMARY VAULT: SECONDARY 0 SERVICE CONDUIT: PRIMARY GROUNDS: 0 SECONDARY 0 0 SERVICE MANDREL: 0 PRIMARY SECONDARY PAD: 0 SERVICE PULLBOX: 0 PHOTO/s AVAILABLE NOTES: YES NO STANDARD 0 SECTOR 0 SWITCH PAD 0 SECTOR VAULT OTHER: 0 0 il Imperial Irrigation District — Power Construction Management IID-766 (7-01) Phone (760) 339-9532 Fax (760) 339-9533 I SOUTHERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00599 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 I X ! PL NC FIX per: I A. FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE A: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT -No.. PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER, INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI WATERPROOFING LOCATION OF WORK INSPECTED: BUILDING 4200 A-1 WEST BREEZEWAY MATERIAL C I . 26 GAUGE L METAL, RIB LATH, 1" CROWN X 5/8" LEG GALVANIZED STAPLES PLI DEK, GU80-1 GRAY BASE, GU80-1 ACRYLIC EMULSION ICBO ES ER-3732/ GS88-1 ACRYLIC TOP COAT DATE: 3/23/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HORIZONTAL WATERPROOFING (TOP COAT) ON THE WEST BREEZWAY OF BUILDING 4200. * DRI INSTALLED THE GU80-1 GRAY BASE SLOPED TO SCUPPERS/ DRAINS, FOLLOWED BY GU80-1 ACRYLIC EMULSION ICBO ES ER -3732. THE FINAL TOP COAT OF GS88-1 ACRYLIC WAS PAINTED INTO THE ANGLE AND WAS ROLLED ONTO THE DECK AND INTO THE DRAINS FOR WATERPROOFING. TOOK DIGITAL PHOTOS OF TYPICAL WATERPROOFING 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 MS CTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/23/2009 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 cc m lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A *signature authorizes the above work SU M REV Vffi SOUTHERN CALIFORNIA SOIL 8 TESTING, ING. C SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00424 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 n PRD.ECT TITLE PHASE/: DSAXMPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN HLk NU.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: FNGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 4200 A-1 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: 12/30/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 4200 A-1. *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 FDMD 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 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 1ACTORSIGNATURE accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes: No:= Inspector Initials: N/A REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 12/30/2008 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 comlp �lie�s� �with the DSA approved documents: = Initials: N/A 'signature euUrorizes the above work Yes:ln No: Inspector SCS&T205 REV 2N6 SOUTHERN C/W ORNIA 901L 8 TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00393 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 C 1 J I 1 PL i I NC Fix PAGE 1 M. FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING d C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING F I PROJECTTTTLER. PHASE#. OSA /O.SHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PAR ta: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHfTECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OFVVM INSPECTED: BUILDING 4200 A-1 ROOF TILE IN PROGRESS MATERIAL CLASSIREATIBIT 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: 12/11/2008 TIME ARRIVED: TIME DEPARTED: [;;P TION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 4200. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, INSPECTORS NAME: (Pfi"Ded) 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 5 ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE fREGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 12/11/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERNTENOENTS SIGNATURE DATE com ies with the DSA approved documents. Yes: No: = Inspector Initials: N/A ' signshae authorizes the above work SC36T Z05 REV 71t18 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 �� F PL SCSBT FILE NO: MW: 00312 0822004P P.O. NO.: NC Fi� Pena 1 „� 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. t30LTING n PROJECT TITLE: 7BLDG PHASE #: DSA /OSHPD FILE NO.: MA APP. NO.: DUNE PALMS 4200 N/A N/A PROJECT ADDRESS PERMIT NO 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUB BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 4200 A-1 LATH FINALS SOUTH WING 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: 11/4/2008 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 (SOUTH WING). *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 NEED TO BE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC 1 hereby certify that I have Inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 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 OSHIPD approved documents. The work inspected �`; ICC #5077516-10 corm hes wdh the OSHPD approved documents. N/A Yes: No:= Inspector initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 11 /4/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. Yes:= No: Q Inspector Initials: N/A 'signature auNtorizes the above wok SG5&T zo5 REv yoS SOUTHERN CALIFORNIA SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00307 6280 RIVERDALE STREET, SAN DIEGO CA 92120 : Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 . Phone (760) 775-5983 Fax (760) 775-8362 r e I Ir-�� SCSBT FILE NO: 0822004P P.O. NO.: - - --- - yr - -7-6 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 n PROJECT TITLE: DUNE PALMS PHASE#: BLDG 4200 DSA IOSHPOFILE NO.: DSA APP. NO.: N/A N/A PROJECT ADDRESS PERMIT NO.: FLAN I-ILE NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUB CONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 4100 A-1 LATH FINALS(NORTH WING 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: 11/3/2008 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 (NORTH WING). *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 181, CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIOINS WITH ORANGE MARKING PAINT. THESE AREAS NEED TO BE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CEIC 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 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 y%�sv��� ICC #5077516-10 corn lies with the OSHPD approved documents. Yes: No:= Inspector Initials: N/A INSPECTORS SIGNATURE � REGISTRATION N0, DSA 1 hereby certify that I have inspected the above reported work in accordance with the 11/3/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes: No: Q Inspector Initials: N/A 'signahxe authorizes the above work SC36T 205 REV 708 Q SOIL 8 TESTING, INC. z 0 a 0 SOUTHERN CALIFORNIA SOIL & TESTING; INC. 5 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.. ice` ✓ '' - f P.O. NO., C I I I PL I I I NC I I I FIX PAGE ' OF ; FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING ❑ Q. C. CONCRETE ❑ ROE)FING / WATERPRQOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING 0' . ;:. ,'•;• PROJECT TITLE: _ .� q k � � '� PHASE #: DSA FILE NO.: t DSA APP. NO.: PROJECT ADDRESS ; _ '. .•, ii F r' Ii. PERMIT NO.: r . 1 ! p ..l I PLAN FILE NO.: ' ,�`•I1 :�'..� : 'y 1 1 . (ice ARCHITECT: ENGINEER: GENERAL CONTRACTOR' 6.._ .-�` ram, S \e` SUB CONTRACTOR: { j L/±`'. �_. •,,,leti... !J LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: ,,., _ ,.•71 A. C.. , .%i /,' F' .C. ! / v>'%% ;'L3 r .„-j :� L : _ .,1 __. , DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: ` tea% TIME DEPARTED: IlIL �rtJr;/�falirt My yl 1. ( p; �l ,� •"v :f 1 �� ;ice.;. l ,`," 1 •�. \.. ? , �r'vr t/-. ,. � ,rl _....! i ! I,.I.J t",, ~(.:�r~s{`. _ !`•-'/'�. 'a 'lL 1. C.:-'_31_j r S ; �'•ii �! ;l irj:! iil Ltr t ! iV � yr r:. �� >! '.i i'ti ,. 3L ;V r f :!ri it ;ifG t:. j 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,- ,cifications 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;SIGNATbRli! - / .. f " 'SUPERINTENDENTS SIGNATURE `signature authorizes the above work REGISTRATION NO. _me d, -DATE SCS&T 205 Re! 2!06 ¢ SOIL B TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTINCS INC. 2 9 O 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 s - UE, SUITE Gs INDIO, CA 92201 •Phone (760) 775-5983 Fax (760) 775-8362 C 83-740 CITRUS AVEN_ SCS&T FILE NO.- P.O. NO.: - C ""I r 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 ❑ t PROJECT TIRE: _ PHASE #: DSA FILE NO.: DSA APR. NO.: ,f PROJECT ADDRESS 14 PERMIT NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: GENERAL CONTRACTOR: _, ,i . SUB CONTRACTOR: LOCATION OF WORK INSPECTED: - MATERIAL CLASSIFICATION: /ikr'.i,. DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: ? TIME DEPARTED: .3 1 ` AL A� «r %`s j/ ! !af 1 f•'. -l� Jam+ I�.-L. — 11v �.l If �� �� LuaT {�..•'f T.'I i^. t�''7'j Jr'4.'-, [ %4 l•_I !i':r� i'.1y'� - t' I :.' 'F! 11vt l;r` ..-' � ✓ �' j', .-i 7/ .!`� i yf G' J -. irr fr'"C-' P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, tie work inspected is to the best of my knowledge in compliance with the approved plans, )cifications and applicable sections of the governing building laws. ;Spector 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: - _ . � - ^� ^ ^---M•--_._ _ INSPECTORS SIGNATURE-- l REGISTRATION NO. � :;. �" �.. __:.�a� '`'••--'�•-....v,.�= ' *SUPERINTENDENTS SIGNATURE _ DATE "slgnoiure authorizes the above work I scs&T 205 REV 2106 I SOIL G TESTING, INC. z 0 0 SOUTHERN CALIFORNIA SOIL & TESTINCy INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.- R0. NO. _LT c FTFT I NC I FIX PAGE OF ij FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING F1 Q. C. CONCRETE ❑ ROOFING /WATERPROOFING El P.T. CONCRETE/ STRESS El EPDXY ANCHORS ❑ H.S. BOLTING El PROJECT TITLE: J PHASE #: DSA FILE NO.: DSA APR NO.: PROJECT ADDRESS I.. D.� PERMIT NO.: f PLAN FILE NO.: ARCHITECT: tu ENGINEER: GENERAL CONTRACTOR: SUB CONTRACTOR: Z_ LOCATION OF WORK INSPECTED: (j!"I MATERIAL CLASSIFICATION: DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: IL v 1 f) '/V (i n 7 7 " ' i m eo' -Act - PAl'7 P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, work inspected is to the best of my knowledge in compliance with the approved plans, ,cifications and applicable sections of the governing building laws. Spector Initials requirements of DSA approved documents. Sampling and testing were conducted in "accordance with the requirements of the DSA approved documents. The work inspected 1 DSA I hereby certify that I have inspected the above reported work in accordance with the complies with the DSA approved documents. Yes:_ No: _ Inspector Initials: NSPEQTQRS SIGNATURE i. REGISTRATION NO. *SUPERINTENDENTS SIGNATURE DATE authorizes the above work SCS&T 205 REV 2/06 SOUTHERN CALIFORNIA SOIL a TESTING, iNc. SOUTHEM CALIFORNIA SOIL & TESTING, INC. �jul; 00264 6290 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 1 c 1w I I'1- 1 1 1 NC f1� SCS&T FILE NO: 0822004P P.O. NO.: PAGE I nF 1 FIELD INSPECTION REPORT FOR, REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0 C. CONCRETE ROOFING / WATERPROOFING 0 P.T. CONCRETE/STRESS O EPMANCHORS 11 H.SBOLTINGn PROJECT TITLE PHASE#: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: HM FILE NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CGNTMCnOR: SUN CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING/DRI ROOGING LOCATION OF wows INSPECTED: BUILDING 4200 A-1 MATERM CULSSFICATIOM FELLA FIBERGLASS WMOWS, 12"MOISTOP, PELLA BUTYL TAPE MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT/ MCA CLAY TILE, PACIFIC MASTIC DATE: 9/29/2008 TM ARRIVED: TIME DEPARTED: ADESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF TILE 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 INSTALLATION. *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH 5/16" HEAD ROOFING NAILS WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS AS WELL AS DORMER PRIMARY'S ARE BIBBED WITH FELT. PIPE FLASHINGS HAVE MASTIC AT THE PIPE TO FLASHING INTERSECTION_ ALL INSIDE AND OUTSIDE CORNERS OF THE UNDERLAYMENT HAVE MASTIC IN PLACE AS WELL. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. CHC 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 j. accordance with the requirements of the OSHPD approved documents. The work inspected C/ICC #5077516-10 cornlies with the OSHPD approved documents. NSA Yes:No:O Inspector Initials: CTORS SIGNATURE REGISTRATION NO, OSA i hereby certify that i have inspected the above reported worts in accordance with the 9/29/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the OSA approved documents. The work inspected SUPERINTENDENTS .SIWTURE DATE complies with the DSA approved documents. NSA Yes: No: = Inspector Initials: �igneture authorizes The above work SCS&TNisREvuos SOIL & TESTING, 0 SOUTHERN CALIFORNIA SOIL & TESTINQ INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 e 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. PO. NO.- C [_PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING F1 Q. C. CONCRETE EJ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS [_1 KS. BOLTING El". PROJECT TITLE:,,-,_]IPHASE #: DSA FILE NO.: j DSA APR NO.: PROJECT ADDRESS L PERMIT NO.: 3 -1- " PLAN FILE NO.:; ARCHITECT: �j kj ENGINEER: '17 GENERAL CONTRACTOR: t SUB CONTRACTOR: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: '04 DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: Mi-6 Aj Aj j 5`1 L —:1 U P1. _S r\ 'v io' Ilj x h-, '5 AV P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, ------ ,ifications and applicable sections of the governing building laws. 7 dector Initials INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the /. - I ' — requirements of DSA approved documents. Sampling and testing were conducted in requirements accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. -signature authorizes the above work No: _ Inspector Initials: SCS&T 205 REV 2106 SOUTHERN C-FORNIA SOIL S TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo2�s 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 X PL NC I F-FIXT---] PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS © SHEAR NAIL ❑ H.S. BOLTING PROJECTTTTLE: PHASE#: DSA/OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUB CONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 4200 AI MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-I" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 10/02/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FINISHED ASSEMBLY TO ENSURE ACTIVATION OF THE SYSTEM. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STITCH NAILED AND BLOCKING. SLACK JACK DEVICES AND BEARING PLATES WERE IN PLACE AS PER EARTHBOUND SH-2 DETAIL. *PUNCH LIST ITEMS LISTED ON PREVIOUS REPORTS WERE CORRECTED AS REQUESTED. *THE EARTHBOUND SEISMIC HOLDOWN SYTEM 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 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 k REGISTRATION N0, DSA I hereby certify that I have inspected the above reported work in accordance with the IU/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 corn lies with the DSA approved documents. No: Inspector Initials: N/A 'signature authorizes the above work Yes: SCS&T 205 REV M SOUTNERN CA FORNIA SOIL H T S—G, INC. Ia7 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00251 6290 RIVERDALE STREET, SAN DIEGO CA 92120 ; Phone (619) 2804321 Fax (619) 290-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCSST FILE NO: 0822004P P.O. NO.: PL I NC I I FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0.C.CONCRETE 10 ROOFING/WATERPROOFING ❑ P.T.CONCRETE/STRESS ❑ EPDXYANCHORS ❑ H.S.BOLTING❑ PROJECTTITLE: PHASE #: DSAIOSHPDFILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-323S LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING/DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 4200 A-1 MATERIAL CLASSIFICATION: FONTANA VULCA SEAL #30 UNDERLAYMENT ASTM D 226 TYPE II, ICBO ES ER-5434 N 2 LAYERS RAINBUSTER 900 POLYURETHANE SEALANT, MCA CLAY TILE, PACIFIC MASTIC BATE: 9/23/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED, *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS). *GENERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH 5/16" HEAD ROOFING NAILS WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS AS WELL AS DORMER PRIMARY'S ARE BIBBED WITH FELT. PIPE FLASHINGS HAVE MASTIC AT THE PIPE TO FLASHING INTERSECTION. ALL INSIDE AND OUTSIDE CORNERS OF THE UNDERLAYMENT HAVE MASTIC IN PLACE AS WELL. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. CSC 1 hereby certify that I have inspected the above reported work. Unless noted othenNise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that 1 have inspected.the abovesepoded work in.accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted ingg�c�e iCC #50775 i 6- i 0 accordance with the requirements of the OSHPD approved doamerns. The worst inspected oom Res with the OSHPD approved documents. Yes." No= Inspector Initials: N/A H CfORS SIGNATURE REGISTRATION NO, OSA 1 hereby certify Bret 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 SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected com !as with tha SA approved documents. Q Inspector Initials: N/A *.signature authorizes Me above work Yes: No: SCS&T M5 :ELM SOUTHERN C/LLIFORNM SOIL a TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 00237 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 SCS&T FILE NO: 0822004P P.O. NO.: c 1 � 1 P� NC FIX pAnp: no FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE ROOFING/WATERPROOFING P.T.CONCREIEISTRESS D EPWANCHORs [] iL&BOLTING n PRWWTTITLE: 7 PHASE#: DSAIOSHPDFILENO.: DMAPP.NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERNIT NO.: PLM FILE NO.* 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA wtcNlrECT: ENGINEER INTERACTIVE DESIGN GRAYNER GFJJERALCANTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATON OF WORK INSPECTED: BUILDING 4200 Al MATERiAL GUSSIFICAnok FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 9/17/2TIME ARRIVED: TIME DEPARTED: 008 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 4100 A 1. *GENERAL ROOF UNDERLAYMENT LOOKS GOOD WITH TWO LAYERS OF #30 FONTANA VULCASEAL INSTALLED WITH 3-4" HEADLAPS AND 6" SIDELAPS SECURED WITH 7/8" PLASTIC CAP ROOFING NAILS. FELT IS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF 1". ALL INSIDE AND OUTSIDE CORNERS HAVE 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. "WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected above reported work accordance with the requirements of OSHPD approved documents. S Sampling and testing were conducted in documents.:%"/��/ accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 co Bes with the OSHPO approved documents. YeNo:= Inspector Initials: N/A INgPE'(.-FORS SIGNATURE REGISTRATiINJ N0, USA I hereby certify that 1 have inspected the above reported work in accordance with the 9/ 17/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPEPJNTENDENTS SIGNATURE DATE corn Les with the DSA approved documents. Year No: Q Inspector Initials: N/A •signaturs authorizes the above work SCSdT 205 REV 906 SOUTHERN CALIFORNIA SOIL S -TING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo21g 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 I NC I I F-FIXI SCS&T FILE NO: 0822004P P.O. NO PAGE I OF FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ROOFING / WATERPROOFING P.T. CONCRETE STRESS 0 EPDXYANCHORS [] H.S. BOLTING ® SHEAR NAIL PROJECITItLE PHASE#. DSA/OSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILL NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 4200 A 1 MATERIALCLASSIFICATION: 15/32" SIR I O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS DATE: 9/10/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND FLOOR OF BUILDING 4200 AI (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" SIR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S1.5A-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5A-2 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULE.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINES C 1-10 AND 15-24 ADD SDS SCREWS AT 12" O.C., ONLY ONE SIDE OF DOUBLE SHEAR WALL INSTALLED AT THIS POINT. *GRID LINE B 14-17 NAIL OFF LTP4'S AT FREEZE BLOCKS. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CRC 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 >� ICC #5077516-10 complies with the �OS—HP�7O approved documents. Yes. T N/A No:�I Inspector Initials: SPECiORS SIGNATURE REGISTRATION NO, OSA 1 Hereby certify that I have inspected the above reported work in accordance with the 9/ 1 O/2008 requirements of DSA approved documents_ Sampling and testing were Conducted in *SUPERMTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE Co- lies with the DSA approved documents. Yes: No: Q Inspector Initials N/A s g nature authorizes the above work sosaT soe REV cos SourNENN CALIFORNIA SOIL 6 TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. : 00214 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 r PL NC I FFIX PAGE I OF FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING R C. CONCRETE ❑ ROOFING / WATERPROOFING [ P.T. COWREiE/STRESS ® EPDXY ANCHORS 0 H.S. BOLTING 0 PROJECTiIfLE: PHASE#: WAI0SHPD FILE NO.: DSAAPP.NO.: DUNE PALMS 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 4200 Al MATERA CLASS ICA ION: HUB 10011 NON SHRINK HIGH STRENGTH GROUT ASTM C-1107 HUB 100 ALL RESIN CLEAR CURE DATE: 9/9/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE HIGH STRENGTH GROUTING AT THE BASE PLATES ON THE RED IRON FROM GRID LINES 12 AND 13 A-C. *GROUT WAS MIXED WITH APROX. 3.5 TO 4 QUARTS OF WATER TO ACHIEVE LIQUID STATE, 3 MINUTES. GROUT WAS PLACED AT THE BASE PLATES OF THE RED IRON APROX. 2" OUTSIDE OF THE PLATES. AFTER THE PLACEMENT OF THE GROUT HUB 100 ALL RESIN CLEAR CURE WAS APPLIED. HIGH STRENGTH GROUTING PROCEDURE APEARS TO BE IN ACORDANCE WITH THE MANUFACTURERS RECOMENDATIONS. CRC I hereby certify that 1 have inspected the above reported work. Unless noted Otherwise, INSPECTORS NAME: (Prirded) 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 #5077516-92 complieswith the OSHPD approved documents. Yes:= No:" Inspector Initials: N/A I&SPECTORS SIGNATURE REGISTRATION NO, OSA 1 hereby certify that i have inspected the above reported work in accordance with the 9/9/2008 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 Complies with the DSA 7 approved documents. N/A 'signature authorizes the above work Yes:l_I No: u Inspector Initials: SCS&T 205 REV 2106 -rrNERN CALIFORNM 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: MW: 00208 0822004P P.O. NO.: r C � PL NC FIXPAGE 1 OFT 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 Ci C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P_7 CONCRETE/STRESS IM EPDXYANCHORs LJ H.S. BOLTINGn PRaECTTRLE PHASES: DSAIOSHPDFILE NO.: MA AM. NO.: DUNE PALMS 7 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN LOCATION OF WORK INSPECTED: BUILDING 4200 Al TERNLC IFICATIO . 1/2"AND 5/8" ALL THREAD, HILTI HIT-HY 150 EPDXY BATCH #031715 L4 EXP. 4/2009 ICBO ER#5193 EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO #5378 DATE: 9/5/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE INSPECTION OF THE EPDXY RETROFIT FOR MISPLACED 1/2" ALL THREAD FOR THE EARTH BOUND SEISMIC HOLDOWN SYSTEM ON BUILDING 4200 AS PER RFI #290 AND #220. *EACH HOLE OBSERVED WAS DRILLED 1/8" LARGER THAN ALL THREAD DIAMETER AND WAS PROPERLY CLEANED WITH AN AIR HOSE AND A WIRE BRUSH. 1/2" ALL THREAD FOR EARTHBOUND SEISMIC HOLDOWN SYSTEM AT GRID LINES G-21.5 AND G-3.5 WAS EMBEDDED 18" AS PER RFI #290 AND #220. H11TI HIT -Hy 150 EPDXY BATCH #031715 L4 EXP. 4/2009 ICBO ER#5193 WAS USED TO SET ALL THREAD. 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 accordance with the requirements of the OSHPD approved documents. The work inspected / ICC #507751 &92 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A PE�TURE REGISTRATION NO ' BSA I hereby certify that 1 have inspected the above reported work in accordance with the 9/5/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com fp�lies wIith the DSA approved documents. = Inspector Initials: N/A *signature authorizes the above work Yes: L.J No: SCS&T205 L%=6 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00189 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 I PL NC FIX PAGE nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0.C.CONCRETE �]f ROOFING/WATERPROOFING ❑ P,LCoNCRETE/STRESS ❑ EPoXYANCHORs ❑ H.S.mLnNG❑f DIAPHRAMNL PROIECTTITLE: PHASE#: DSA IOSHPDFILE NO.: DSAAPP.NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 4200 Al 19/32" STR 1 APA RATED O.S.B. IOD FASTENERS(ROOF SHEATHING), 15/32" STR 1 O.S.B. 8D AND 1 OD FASTENERS, 15/32" O.S.B. STR 1 (SHEAR WALLS) IOD COMMON NAILS DATE: 8/27/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 4200 A1. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE SECOND FLOOR SHEAR WALL INSTALLATION (IN PROGRESS) EXTERIOR WALLS. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN 10D @ 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-S 1.5A SCHEDULE. IOD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMUM OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL 2-S 1.5A, SDS SCREWS AND LAGS WERE SPACED PER SCHEDULE. PUNCH LIST ITEMS LISTED BELOW. **PUNCH LIST** *DRIVE ALL UNDER DRIVEN NAILS FLUSH. *FINISH NAILING OFF CS16 STRAPS ON TOP AND BOTTOM OF WINDOWS. *HOLES IN THE SHEAR WALLS FROM FALL PROTECTION NEED TO BE BLOCKED WITH EDGE NAILING AROUND THE PERIMETER. 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 1 hereby certify that I have inspected the above reported work in accordance the requirements of OSHPD approved documents. Sampling and testing were conducted n in accordance with the requirements of the OSHPD approved documents. The work inspected /G ICC #5077516-10 complies with the OSHPO approved documents. N/A Yes:= No= Inspector Initials: INSP CTORS SIGNATURE REGISTRATION NO, OSA-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 accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn Les with the DSA approved documents. No• Q Inspector Initials: N/A •signature authorizes the above work L.Yes- SCS&T zoe REV 2/W SOUTHERN CALIFORNIA SOIL8TEa-G"NC- SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: - P.O. NO.: I C I V� PL NC I FM MW; 00197 0822004P PAGE I OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ AT CONCRETE/STRESS ❑ EPDXY ANCHORS i__i H3.BOL7ING ® SHEAR NAIL PROJECT TITLE PHASE#. DSA /OSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3244 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED. BUILDING 4200 Al MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 8/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: * PROVIDED LIMITED VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM (IN PROGRESS). *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2"-3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STITCH NAILED AND BLOCKING. SLACK JACK DEVICES AND BEARING PLATES WERE IN PLACE AS PER EARTHBOUND SH-2 DETAILS. **PUNCH LIST** *LINE H 3.5 AND 21.5 NEED TO EPDXY 1/2" EARTHBOUND ALL THREAD AS PER RFI# 290 COUPLE AND SLACKJACKS. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, T. 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-i 0 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 8/29/2008 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 complies with the DSA approved documents. N/A 0 'signature authorizes the above work Yes: No: Inspector Initials: SCSBT 205 REV M 9 THERN CALIFORNIA SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC, 6280 RIVERDALE STREET, SAN DIEGO CA 92120 " Phone (619) 280-4321 Fax 619) 280-4717 1Y1 �� • 00189 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. iJ(i f � TY1 Pirn�r �- r--1r-w,---, - — - -^ PAGE OF 1 FIELDINSPECTION REPORT FOR: ❑ ❑ REINFORCE REINFORCED CONCRETE D MASONRY ❑ WELDING ❑ FIREPROOFING Q r, CONCRETE ROOFING / WATERPROOFING 0 P_T CMCREg/ STRESS ❑ EPM AWhmRR 0 A BDLBM�DLAPHRAM NL O.IEUTgLE DUNE PALMS KMEtk BLDG 4200 DSAIMPDFILEIO.: A". NO... N/A ADDRESSELD N/A 47-795 DUNE PALMS ROAD At2CHRECfi PERMIT t10.: KM FILE Nuz 07-3244 LA QUINTA siculF&� INTERACTIVE DESIGN GRAYNER OeiERAL tX)NIRAC'fOR SUB CONTRACTOR: BROWN TONE FRAMING LocATION of WORK1NSPEC7ED: BUILDING 4200 Al 19/32" SIR 1 APA RATED O.S.B.1 OD FASTENERS(ROOF SHEATHING), 15/32" STR 1 O.S.B. 8D AND 10D FASTENERS, 15/32" O.S.B. STR 1 SHEAR WALLS IOD COMMON NAILS DATE: 8/27/2008 TIME ARRIVED: 71ME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 4200 A1. ALSO PROVIDED LR IITED VISUAL INSPECTION OF THE SECOND FLOOR SHEAR WALL INSTALLATION (IN PROGRESS) EXTERIOR WALLS. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN IAD @ 6" O-C. ON BOUNDARY AND EDGES AND 12" O1 C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL FASTENERS WERE FLUSH NAILED WFFH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR i O.S.B NAILED PER 5 -S1.5A SCHEDULE. IOD AND 8D FASTENERS WERE FLUSH NAILED WITH MINIMUM OVER PENETRATION WFFH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND AND ENDS. CS 16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL 2-S1.5A, SDS SCREWS AND LAGS WERE SPACED PER SCHEDULE. PUNCH LIST ITEMS LISTED BELOW. **PUNCH LIST** *DRIVE ALL UNDER DRIVEN NAILS FLUSH. *FINISH NAILING OFF CS16 STRAPS ON TOP AND BOTTOM OF WINDOWS. *HOLES IN THE SHEAR WALLS FROM FALL PROTECTION NEED TO BE BLOCKED WITH EDGE NAILING AROUND THE PERIMETER. 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) PAL —REVIEW' specifications and applicable sections of the governing building laws. MiT.F.0 WOOD jgD Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in aco dance 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 corn lies with the OSHPD approved documents. �'Gi'2%`% ICC #5077516-10 c{oRgA�Wiy7RA71pN No, Yes No= Inspedwr Initial. N/A OSA l fiereby eertlfythsti have inspected the above reportedwwk in accordanoewilh the requirements of DSA approved documents. Sampling and testing were conducted In 8/27/2008 accordance with the requirements of the DSA approved documents. The work inspected Sl1PERItfTENDENTS SIGNATURE DATE comiphes with Are 47SA approved documents. Yes:No-. = Inspector Initials: N/A 'signature auNar¢es the above work SCSdT 205 REV 7J06 SOUTHERN CAUFORNIA SOIL S, TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00171 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 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS SHEAR NAIL ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DSAIMPOFILENO.: DSA APP.NO.: DUNE PALMS 7BLDG 4200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.; 47-795 DUNE PALMS ROAD 07-3244::j LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 4200 AI VATEPAL CLASSIFICATION: 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 8/18/2008 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 4200 Al (IN PROGRESS). *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. 10D 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 1.5A-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5A-2 AS WELL.PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *LINE 12 B-C SHEAR PANEL NOT INSTALLED AT THE STAIRS. *LINE 4 B-C MISSING #6 SHEAR WALL. *LINE H 15-23 FINISH NAILING #4 SHEAR WALL. *LINE D 1-11 SHEAR WALL #6 MISSING. 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 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 INSPECTORS SIGNATURE ' REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 8/18/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com 11es with he DSA approved documents. = Inspector Initials: NIA -signature authorizes the above workLes. NO: SCS&T 205 RE L2 6 We Aaa Beauty 16 Your 1 roject ff BLO CK CO BLEND D PRODUCTS Family Ou+mad Since 1946 SERVICE • LEADERSHIP • COMMUNITY • Concrete Masonry Units • Matching Masonry Mortars • ORCO Interlocking Pavers • Architectural Block • Poly Waterstop • Allan Block Retaining Walls • ORCO Wall System • Stone Veneer Bonding Mortars • Landscape Walls �if`14�5 -77-77 i• 0i.G!D+ --�-+•F�'"f""�`.�r^ ity�Z�T Y /t �+ A. �iWJ? - � ' ji VeJ •ange / Los Angeles Inland Empire Temecula Valley Desert / Banning Coachella / Imperial San Diego I00 Beach Blvd. 4510 Rutile Street 26380 Palomar Road 600 N. Hathaway Street 35-240 Dillon Road 3501 Oceanside Blvd. mton, CA 90680 Riverside, CA 92509 Romoland, CA 92585 Banning, CA 92220 Indio, CA 92201 Oceanside, CA 92056 14) 527-2239 (951)685-1521 (951)928-3839 (951)849-7891 (760)347-4000 (760)757-1780 14) 895-4021/Fax (951)6854295/Fax (951) 928-3153/Fax (951) 849-1056/Fax (760)775-5629/Fax (760) 757-9854/Fax mdquarters til Address MEMBER: AIA, BIA, NCMA, CMACN, \ c 1- Box E inton, CA 90680 ICPI, MITA, CLCA, CBMDA and ASLA W W W.Orco.com Certificate of Occupancy T"df 4 44" 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 # 4200) Use classification: APARTMENTS Building Permit No.: 07-3244 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G Building Official A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 24, 2009