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07-3236 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003236 Property Address: 47795 DUNE PALMS RD APN: 600--020-030- - - Application description: DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 538582 Applicant: Architect or- Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT ----------------------------------------------------- LICENSED ----------------------------------- --- ----- - LICENSED CONTRACTOR'SrDECLARATION I'hereby affirm under. penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division of'the Business and Professionals Cade,and my Licensees infull force and effect. License Class:. BLiceriseNo., 3961120 ate 1 C tactor: 'TVR 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: Anycityorcounty 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, statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter.9 (commencing with Section 7000) of Division 3 of the Business'and Professions Code) or that he or, she -is exempt therefrom and the basis for the alleged exemption.. Any violation of Section 7031 .5-liy any applicant for 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 as their sole compensation, will.do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions:Code: The .Contractors' State License Law does not apply to an owner of property who builds or improves thereon,. ,and who does the work himself or herself through his or her own employees, provided that the improvements are:not intended or offered for sale, If, however, the building or improvement is sold within one year of completion,the owner-builderr.willhave the burden ofproving that he or she did not build' or improve for the purpose of sale.). l _ 1 I, as owner of theproperty, am exclusively contracting' with licensed contractors to construct theproject (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply town owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 ) 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.). - Lender's. Name:, Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/08 Owner: COACHELLA VALLEY HOUSING COALI 4.5701 MONROE ST 1-G INDIO, CA 92201 Contractor: D �ooa BROWN CONSTRUCTION, 1AN 25 PO .BOX 980700 WEST SARAMENTO, CA 95 98 _ orLAQV� A (916)373-.9300 C' �pp1(iEfl� r� Lic. No.: 3,96120 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate -of conse6t to -self -insure for workers' compensation, as provided for by Section.3700 of the Labor Code, for the performance of the work for which this permit is issued. V-1 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. insurance carrier and policy number are: Carrier AMER INC Policy Number 3424477 I certify that, in the performance of the work for which this permit is issued„ I shall not employ any person in any manner so as to become subject'tothe workers compensation iawsof'California, and agree=that; if I should become subject to the workers' compensation provisions'of,Section 700 of t e, I s orthwith=comply with those provisions. Date' 'icent• WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER'TO CRIMINAL PENALTIES AND CIVIL FINES UP70 ONE HUNDRED THOUSAND. DOLLARS ($100,000). IN ADDITION TO THECOST 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 andSafetyfor a permit,subject to the conditions and restrictions setforthon 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, indemnifyand holdharmless the City of La Ouinta, 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 workis not commenced Within 180,day3 from date of issuance of such'permit, or cessation of work for 180 days will subject permit to cancellation. 1 certify that,! 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 buildin construction, and hereby authorize representatives of this cowZiAignature pon the above -mention for insp ion pur oses. /: (Applicant or Agent): Application Number. . . . . . 07-000.03236 ------ Structure Information 8,4.98SF [TYPE:C-1]/V-1HR/RES-1/6-DU ----- Other struct info . . CODE EDITION 2001/2004/2005 # BEDROOMS 1.8.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG 10.7.00 PATIO SQ FTG 1085.00 NUMBER OF UNITS 6.00 1ST.FLOOR SQUARE FOOTAGE 3639.00 --------------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 3667.00 Permit . . . BUILDING_ PERMIT. Additional desc . . Permit Fee . . . . 2156.50 Plan Check Fee 350.43 Issue Date . . . . Valuation . . . . 538582 Expiration Date 7/23/0,8 Qty Unit Charge Per Extension BASE FEE 2039.50 39.00 3.0000 THOU BLDG 500,001-1,000,000 117.00 Permit . . . MECHANICAL Additional desc .. . Permit Fee . . . . 213.00 Plan Check Fee 13.31 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per `- Extension BASE FEE 15.00 6.00 4.5000 EA MECH VENT INST/ DUCT ALT 27.00 61.00 9.0000 EA MECH B/C <=38P/100K BTU 54.00 12.00 6.5000 EA MECH VENT FAN 78.00 6.00 6.5000 EA MECH EXHAUST HOOD 39.00 Permit ELEC=NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 236..3.2 Plan Check Fee 14.77 Issue Date . . . . Valuation . . . . 0 Expiration Date . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 7306.00 .0300 ELEC NEW RES - MULTI FAMILY 219.18 107.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.14 L.QrERMrr Application Number . . . . . 07-00003236 Permit . . PLUMBING Additional desc.. Permit Fee . . . . 510.00 Plan Check Fee 31.87 Issue Date . . . . Valuation . . . 0 Expiration Date 7/23/0.8 Qty Unit.Charge Per Extension BASE FEE 15.00 54.00 6.0000 EA PLB FIXTURE 324.00 6.00 7.5000 EA PLB WATER HEATER/VENT 45.00 6.00 .3.0000 EA PLB WATER INST/ALT/REP 18.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00 6.00 15.0000 EA PLB GAS METER ------------------------------------------------------------------------------------ 90.00 Permit . . 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 Special Notes and Comments ----------- 8,49RSF [TYPE:C-1]/V-1HR/RES-1/6-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [3STORIES/42,O'OOSF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. **REDUCED FEE** [BUILDING: 8300 - TYPE: C-11 December 28, 2007 3:18:11 PM AORTEGA Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 35.04 ART IN PUBLIC PLACES -RES 846.45 DIF COMMUNITY CENTERS -RES 438.00 DIF CIVIC.CENTER - RES 1374.00 ENERGY REVIEW FEE 35.04 DIF FIRE PROTECTION -RES 192.00 DIF LIBRARIES - RES 2088.00 DIF PARK MAINT FAC - RES 12.6.00 DIF PARKS/REC - RES 52.56.00 STRONG MOTION ('SMI) - RES 53.85 LQPERMIT Application Number . . . 07-00003236 --------------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF STREET MAINT FAC -RES 234.00 DIF TRANSPORTATION - RES 6762.00 Fee summary Charged Paid Credited Due Permit Fee Total 3130.82 .00 .00 3130.82 Plan Check Total 410.38 .00 .00 410.38 Other Fee Total 17440.38 .00 .00 17440.38 Grand. Total - 2O98I.58 .00 .00 .20981.58 LQPERMIT o Z' I CITY OF LA QUINTA uM BUILDING & SAFETY DEPARTMENT F°r OF rN�� j 0' (760) 777-7012 [Q 't1 `� INSPECTION REQUEST LINE (760) 777-7153 0 ner C'N(;HOUSING COALITION racf6f- BROWN CONSTRUCTION Permit Number 07-3236 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 8,498SF ITYPE:C-IIN-1 HR/RES-1/6-UNITS - 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. "REDUCED FEE" [BUILDING: 8300 -TYPE: C-11 TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB act. I3• DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF r» OKAY TO WRAP „2 .in Ap FRAMING (COMBINATION) ROUGH ELECTRIC .n ROUGH PLUMBING v- ROUGH MECHANICAL INSULATION 0 S7 COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. (DRYWALL) EXTERIOR LATH GAS TEST • P e SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G GAS U/G ELECTRICAL PRE -PLASTER (ALARMS / BARRIERS) FINAL INSPECTIONS TEMP. USE OF PERMANENT POWE ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT FINAL / JOB COMPLETED - •O �7' ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Riverside County Fire Department y 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., # 201 Palm Desert, CA 9221 1-4 131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: V To: le QIA4 t`I �' I � Fax: Tract/Parcel Map #: 1,40-0- H— 113 Permit/Lot #: 6W 4 0 3 Job Site Address: '1 �— 7,qS Oaae Pd l-m L,o, 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. It I d Print Name Form C — Revised 8/2712009 December 24, 2007 Ms. Amy Yu, Engineering Assistant II City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Pad Certification - Parcel 4 of Parcel Map No. 33588, SDP 206-857 JN 1786 - CVHC Dune Palms Neighborhood Dear Amy: This letter is to verify that the locations and elevations of the building pads for the lots listed below for Parcel 4 of Parcel Map No. 33588 were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plan. The results are as follows: Building # Plan Field Difference 2200 A 60.9 60.9 +0.0 2100 A 60.3 60.3 +0.0 2300 A 59.4 59.4 +0.0 2400 C 59.2 59.2 +0.0 3100 C 59.7 59.7 +0.0 3300 K 59.1 59.1 +0.0 3200 C 58.3 58.3 +0.0 4100 A 57.1 57.1 +0.0 4200 A 55.8 55.8 +0.0 5100 B 53.7 53.7 +0.0 5200 B 52.7 52.7 +0.0 6100 B 52.8 52.8 +0.0 6200 B 52.0 52.0 +0.0 7100 B 53.4 53.4 +0.0 34200 Bo ri Here Drl�,L RAN( HQ 1V1IRAc;C e CAL If ORNIA M 92270 7/.11_;IfI_Q�I 1 0 7 A ( I - -1N'Q1 1:AV Ef Nk;%A;VI. N4 q4C'O\1CiiiTINIC;I\1I rn\i �t 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 1 +0.0 1200 C 55.8 55.8 1 +0.0 If you have any questions, please contact our office. Very truly yours, -�7 / Charles R. Harris PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth /N�NPL CHARLES R. 0 o` HARRIS O Exp.- 12,131 /07 No. 4989 Op 0 34200 BOB HcirL DRIVE- RANCHO N111;AGF CAI IT(IRNIA TZ 9,1270 7A0-;')r1-U�,11 FAY c3 WXX!\ NfC �! n�icn� riw;l�r i nna CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual System av to insured from: Factory Mutual Engineering and Research, 1151 Boston -Providence Turnpike, P.O. Box 9102. Norwood MA 02062 PROCEDURE: Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances DD 11DVn T'X] Al ♦ T— i i =wi tlx1 1 PNAI •1E: La `,utnta Lune Palms Neighborhood I JOB# 07205 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS X NO YES EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) X NO YES 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 INSTRUCTIONS IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON ITS X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SUPPLIES BUILDINGS SYSTEM Building C-1 8300 MAKE MODEL YEAR OF ORIFICE SIZE QUANTITY TEMPERATURE TYCO MANUFACTURE RATING Concealed LF-II 2008 t/2" 47 1600 SPRINKLERS Pendent TY-FRB 2008 t/2" 7 2000 PIPE CONFORMS TO NFPA #13 STANDARD YES X NO PIPE & FITTINGS FFMNGS CONFORM TO NFPA #13 STANDARD YES X NO ALARM DEVICE MAXINIUA4 TINS TO OPERATE THROUGH TEST PIPE ALARM VALVE OR TYPE MAKE MODEL MIN'. SEC. FLOW WATERFLOW POTTER VSR-F 0 60 INDICATOR SWITCH DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TIME TO TRIP WATER AIR TRIP POINT TIME WATER ALA RNI OPER- TEST THRU TEST PRESSURE PRESSURE AIR PRESSURE REACHED OUT. ATED PROPERLY PIPE MIN. SEC. PSI PSI PSI MIN. SEC. MINI. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION PNEUMATIC ELECTRIC I HYDRAULIC PIPING SUPERVISED I YES NO DETECTING MEDIA ITS 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, EO'LAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE ITS 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? �] YES RNO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PS1 UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 8513? YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND YES NO SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A ITS X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOR PROPERTY OWNER (Signed) TITLE DATE SIGNATURES TITLE DATE ZJSTAL1)7NV � IP7 Tb!E-e0^-0qA D` -DL P ADDITIONAL EXPLAN N AN June 19, 2008 Ms. Angelica Zarco City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 RE: Form Certification — CVHC Dune Palms Neighborhood Parcel 4 of Parcel Map No.33588, Buildings 8300 and 8400 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 8300 and 8400 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 8300 55.60 55.61 +0.01 Building 8400 56.20 56.23 +0.03 If you have any questions, please contact our office. Very truly yours, a 146e.10 Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth /,o LAND so 11�1 CHARLES R. _U HARRIS O "! No, 4989 F_xp.12/31/09 T QF CA\-\Fd� 34200 Boo HoPF,, D�uVT: P. RAN C HO MIRAGE L-, CALImR.NIA M 9221-10 7(,r)-I)h_C)RII m 7(,(1_'2711_iRO1 r.&v u uivvivVICZACnveiiti'IN-c cwv'l I-�GRAYNER ENGINEERING STRUCTURAL ENGINEERING November 20, 2008 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: 8300 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, Air George H. Grayner, S. E. Grayner Engineering oQq,OFESS� ��• 2 o ti 9m Exp.9-3D-09 srAUCN��� qrF 6F CA��F�Q 41105 Vintage Circle Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 SO —ERN CAUFORNIA s, TEST-G. INC. P, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Mw: 00496 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 Z I PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASEA: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECTAD RESS FhKMII NO.: P•• 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR BROWN DRI ROOFING LOCATION OF WORK iNSPECTED: BUILDING 8300 C-1 RIAL IFI A ION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 2/03/2009 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 8300. 1 _,�NERAL ROOF TILE INSTALLATION LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE WITH WIND CLIPS ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER. TRIM TILE HAVE MASTIC IN PLACE OVER THE NAIL HEADS ENCAPSULATING THE FASTENER. CUT TILES IN THE VALLEYS ARE SECURED TO A FDCED TILE WITH RAINBUSTER 850 TILE ADHESIVE. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 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 OSHPO approved documents. The work inspected replies with the OSHPD approved documents. I— No:= Inspector Initials: N/A IdPECTORSSOMATURE REGISTRATION NO, °- I have inspected In .A 1 hereby certify that the above reported work accordance with the 2/03/2009 requirements of DSA approved documents. Sampling and testing were conducted In SUPERINTENDENTS SIGNANRE DATE accordance with the requirements of the DSA approved documents. The work inspected corn lies with the DSA approved documents. 0 Inspector Initials: N/A signature authorizes the above work yes: No: SCSaT 205 REV 2/08 S ' TNERN CALIFORNIA TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00480 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.: F C I Z F PL T NC I I FFIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE tl: MA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS 47-795 DUNE PALMS ROAD PERMIT NO.: FILE NO.; 07-3236 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/27/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8300, SOUTH WEST ROOF. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC 1 hereby certify that t 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, specifications and applicable sections of the governing building laws. MILES WOODARD T. 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 -1 Rec with the OSHPD approved documents. No= Inspector Initials: N/A $PECTORS SIGNATURE REGISTRATION NO, IL,A I hereby certify that I have inspected the above reported work in accordance with the 1 /27/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com 11 with the DSA approved documents. Q Initials: N/A signature authorizes the above work Yes: No: Inspector SCS&T 205 REV 2M6 SRN TING, INC. N TESTING, SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00475 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 PL7-1 INC 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 O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: PIAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DR] ROOFING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 ROOF TILE IN PROGRESS) MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE 1I, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 1/26/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8300. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. TRIM TILE AT THE HIPS AND RIDGE HAVE MASTIC OVER THE NAIL HEAD AT THE LAP. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. *NOTE- SECONDARY FLASHING AND OHAGEN SECONDARY ON BOTH THE NORTH AND SOUTH FACING SLOPES WERE TOO CLOSE. FLASHINGS INTERSECTED AND COULD NOT BE PROPERLY SEALED. DRI MOVED THE OHAGENS APROX. 6" TO PREVENT THE INTERSECTION OF THE FLASHINGS FOR PROPER INSTALLATION OF THE SECONDARY FLASHING AND OHAGEN SECONDARY'S. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. , OSHPD 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 --cordance with the requirements of the OSHPD approved documents. The work inspected r� plies with the OSHPD approved documents. N/A INSPECTORS SIGNATURE REGISTRATION NO, .:= No:= Inspector Initials: DSA I hereby certify that 1 have inspected the above reported work in accordance with the 1 /26/2009 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work Inspected SIGNATURE com lies with the DSA approved documents. N/A Inspector Initials: *signature authorizes the above work Yes. No:= SCsaT205REV voa S^•'THERN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00412 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 I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED. CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTIILE: PHASE##. DSAIOSHPDFILENO.: MAAPP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA, PLASTERING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIALCLMIFICATION: 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, Mm SUBSL DATE: 12/22/2008 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. -vTH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15116" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6"-8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pdnted) 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 -0 accordance with the requirements of the DSHPD approved documents. The work inspected ICC #5077516-10 pies with the OSHPD approved documents. = No:= Inspector Initials: N/A IN PECTORS SIGI TORE REGISTRATION NO, A I hereby Certify that I have inspected the above reported work in accordance with the 12/22/2008 requirements of DSA approved documents. Sampling and testing were conducted In 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE compries with the DSA approved documents. = Inspector Initials: N/A signefure authorizes dte above work Yas: No: SCUT 205 REV 210$ so"rNErar C/ FoaNM sDR. 8 TE5TWG, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVF_RDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 � SIT 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 . Phone (760) 775-5983 Fax (760) 775-8362 ILL �� ' 00382 SCS&T FILE NO: 0822004P P.O. NO.: C P� NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑FIREPROOFING Q C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROTECT TITLE: WiASEX pSA/pgHppFRENO.: DUNE PALMS BLDG 8300 IISAAM. NO.` A�REss N/A N/A : ARCHITECT: 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA INTERACTIVE DESIGN ENGINEER cENgrnl.coNlRAcroR GRAYNER BROWN �lN coNTRAcroR: LocAnoNOFl+faacnasPECR�: GUY EVANS/ CALIFORNIA PLASTERING BUILDING 8300 C PELLA FIBERGLASS WINDOWS,12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE. 12/8/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LWTED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS) WO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"XI8'RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT_ TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. ..oa. I nereoy Canny 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, specifications and applicable sections of the governing building laws. 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 'Tfi- with then OSHPO approved documents. "-'_Jl No.-= Inspector Initials: N/A -A 1 hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documerns. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected les with the DSA approved documents. YNo: = Inspector Initials: N/A MILES 'signetwe eutlwrkes ft above w k P.E. ICC 45077516-10 REGISTRATION Nil, 12/8/2008 DATE r !RN CAUFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00334 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 ` I 1 -1 PL NC I F FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASEM DSA/OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING/ DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIAL CATI PELLA FIBERGLASS WINDOWS, 12" MOISTOP, PELLA BUTYL TAPE, 26 GUAGE DECK/ EDGE METAL,SIKAFLEX GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 11/13/2008 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 DECK METAL/ EDGE METAL. * WINDOWS WERE INSTALLED USING THE NEW INSTALLATION PROCEDURE. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDOWS NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS IN WEATHERBOARD FASHION. PELLA BUTYL TAPE WAS PLACED OVER THE NAILING FIN TO ENCAPSULATE THE FASTENERS, FOLLOWED BY THE HEAD FLASHING OF 12" MFM SUBSEAL. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. *DECK TO WALL METAL OBSERVED WAS 26 GAUGE 6" VERTICAL FLANGE ONTO THE WALLS AND 4" HORIZONTAL ONTO THE DECK. EDGE METAL WAS 26 GAUGE 4" ONTO THE DECK WITH A 2" DRIP EDGE WITH A HEM, DECK METAL WAS FASTENED WITH SHEET METAL NAILS, AND BACK CAULKED AT THE SEAMS WITH SIKAFLEX POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL METAL INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby 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 -cordance with the requirements of the OSHPD approved documents. The work inspected LL'plies with the OSHPD approved documents. IAT ECTORS SI URE REGISTRATION NO, ..es:= No:= Inspector Initials: N/A '' DSA I hereby certify that I have inspected the above reported work in accordance with the 1 1/13/2008 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. 0 Inspector Initials: N/A signature authorizes the above work SCUT205REV 20 Yes: No: 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.: r C PL NC FIX MW: 00330 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P,T. CONCRETE I STRESS ❑ EPDXY ANCHORS © EARTHBOUND ❑ H.S. BOLTING PROJECT TITLE: PHASE is DSA IOSHPO FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.; 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIAL EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-7/8" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 11/12/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FINISHED ASSEMBLY TO ENSURE ACTIVATION OF THE SYSTEM. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1 /2"-7/8" 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 1/2" IMP 214 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 3/4" IMP 216 AT A- 15. AS PER RFI #357 AND #358. *EARTHBOUND SIESMIC HOLDOWN SYSTEM HAS BEEN ACTIVATED AT ALL SLACK JACK DEVICES. BC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: e work inspected is to the best of my knowledge in compliance with the approved plans, ecifications and applicable sections of the governing building laws. MILES WOODARD spector Initials: M•W.H SPD I hereby certify that I have inspected the above reported work in accordance with thequirements Ire of OSHPD approved documents. Sampling and testing were conducted in wdance with the requirements of the OSHPD approved documents. The work Inspected ICC #5077516-10 alias with the OSHPD approved documents. N/A es:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 11/12/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS dance with the requirements of the DSA approved documents. The work inspected SIGNATURE DATE ies with theDSA approved documents. �No:= N/A Lm -signature auth zesMeabove work Inspector Initials: SCS&T205REV 2MS Ir- C—FORNIA TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00311 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.: G J �[ I PL N I FI aerc I — 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#: DSA IOSHPDFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS 1 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITEICT. ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8300G1 FONTANA VULCASEAL #30 ASTM D-226 TYPE H, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 11/4/2008 TIME ARRIVED: TIME DEPARTED: FDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 8300. *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 MASTIC IN PLACE. PRIMARY FLASHINGS ARE BIBBED WITH FELT AND ARE SEALED AT THE PIPE TO FLASHING INTERSECTION WITH MASTIC. HIP AND RIDGE NAILERS HAVE FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3". TOOK DIGITAL PHOTOS OF TYPCIAL ROOF UNDERLAYMENT INSTALLATION. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Pdnted) 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 -ordance with the requirements of the OSHPD approved documents. The work Inspected ICC #5077516-10 Iies with the OSHPD approved documents. N/A s:No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA 1 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 com Iles with the DSA approved documents. Yes:No; = Inspector Initials: N/A •signatureaees,Meabove work SCSST2D5Rev2los UTHERN C,=FORNIA i TE6TING, ING. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00324 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 1 1 PL NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECTTIRE: PHASE#: DSA IOSHPD FILE NO.: DSA AM. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERM R NO.: ., 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT ENGINEER.* INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 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, DATE: 11/7/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 8300 C-1. NERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ..JOFING 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 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, INSPECTORS NAME: (Pdnted) 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 lies with the OSHPD approved documents. = No:= Inspector Initials: NSA INSPECTORS SIGNATURE REGISTRATION NO, " A I hereby certify that 1 have inspected the above reported work In accordance with the 11/7/2008 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 cam lies with the DSA approved documents. O N/A 'sfgrtatme au#rorizea the above wak Yes. No: Inspector Initials: ScsaT205REv2/06 $- 'RN CAUFORNIA f rESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 PL NC FIX SCS&T FILE P.O. NO.: MW: 00301 0822004P PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 71 O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: PHASE #: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIALCLASSIRCATIOK 3/4" AND 7/8" ALL THREAD, HILTI HIT-HY 150 EPDXY BATCH #095514L2 05/2009 ICBO ER#5193 EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO #5378 DATE: 10/30/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE INSPECTION OF THE EPDXY RETROFIT FOR MISPLACED 1/2" AND 3/4" EARTHBOUND HOLD DOWNS AT GRID LINES B, 5.5 AND A, 15. *EACH HOLE OBSERVED WAS DRILLED 1/8" LARGER THAN ALL THREAD DIAMETER AND WAS PROPERLY CLEANED WITH AN AIR HOSE AND A WIRE BRUSH. 1/2" AND 7/8" ALL THREAD WERE EMBEDDED 20" AS PER RFI #357 AND #358. HILTI HIT-HY 150 EPDXY BATCH #095514L2 05/2009 ICBO ER#5193 WAS USED TO SET BOLTS. 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 ordance with the requirements of the OSHPD approved documents. The work inspected � y ICC 45077516-92 hies with the OSHPD approved documents. ...s:= No:= Inspector Initials: N/A INSP CTORS SIGNAT l RE REGISTRATION NO, I DSA 1 hereby certify that I have Inspected the above reported work in accordance with the 10/30/2008 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. = Inspector Initials: N/A 'signature authorizes the above work Yes: No: scssT 205 REV 2106 FERN C—TORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 2804321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 " Phone (760) 775-5983 Fax (760) 775-8362 Fc-T-X] PL NC FIX SCS&T FILE NO: P.O. NO.: MW: 00291 0822004P PAGE I OF I 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 ( ] RED IRON GRT PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN t-ILh NO.: 47795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIAL CLASSIFICATION: HUB 100 H NON SHRINK HIGH STRENGTH GROUT ASTM C-1107 HUB 100 ALL RESIN CLEAR CURE DATE: 10/28/2008 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 FOR THE STAIRS GRID LINES 14-14.5, J.5-6 AS WELL AS GRID LINES 4-6, J.5-H. A TOTAL OF BASE PLATES WERE GROUTED. *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. CEIC 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 I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in • -ordance with the requirements of the OSHPD approved documents. The work inspected v : %ICC #5077516-92 hies with the OSapproved documents. 4_ := No:= Inspector initials: N/A INISPECTORS SIGNATURE REGISTRATION NO, 11 DSA I hereby certify that I have Inspected the above reported work In accordance with the " 10/28/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A *signature authorizes the above work SCSBT 205 REV ?/OS ERN CALIFORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00246 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 ` I �� PL NO FIX PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS EARTHBOUND ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIAL c Ica o EARTHBOUND SEISMIC HOJ DOWN SYSTEM JCBO#5378, ] /2"-7/8n ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 9/22/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FIRST AND SECOND FLOOR FINISHED ASSEMBLY. i *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1 /2"-7/8" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS STITCH NAILED AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATES IN PLACE AS SHOWN ON THE EARTHBOUND PLANS. PUNCH LIST ITEMS LISTED BELOW. **PUNCH LIST"* *GRID B -5.5 NEED TO RELOCATE 1/2" EARTHBOUND PER RFI #357 AND #358_ *GRID A -15 NEED TO RELOCATE 3/4" EARTHBOUND PER RFI #357 AND #358. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in / 1rdance with the requirements of the OSHPD approved documents. The work inspected `'`^� ICC #5077516-10 lies with the OSHPO approved documents. s:0 No:" Inspector Initials: N/A INSFIECTORS SIGNATURE REGISTRATION NO, �i OSA I hereby certify that I have inspected the above reported work in accordance with the 9/22/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Q Inspector Initials: N/A 'signature authorizes the above work Yes: No: SCS&T 205 REV yoe 'ERN C^"IORNIA TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 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 NC 1 1 F-FX-T--� SCS&T FILE NO: P.O. NO.: MW: 00245 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: REINFORCED CONCRETE REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING a C. CONCRETE 0 ROOFING / WATERPROOFING 0 P.T. CONCRETE/ STRESS ❑ EPDXYANCHORS SHEAR NAIL Q H.S. BOLTING n PROJECT TITLE: PHASE#: DSA IO.SHPD FILE NO.: DSA APP. NO.: BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIALCLASSIFICATION: 15/32" STR I O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS HATE: 9/22/2008 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST AND SECOND FLOOR OF BUILDNIG 8300 (IN PROGRESS). 1 kk- *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER S1.5C-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 S1.5C-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5C-2 AS WELL. SDS SCREWS WERE IN PLACE PER SCHEDULETUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINE 2A L-J AND LINEN 1-3 ADD LTP4'S AT 10" O.C. PER S1.5C-5 SCHEDULE. *SECOND FLOOR- FINISH INSTALLING CS16 COIL STRAP TOP AND BOTTOM OF OPENINGS AS PER S1.5C-2. *GRID LINES H AND G- SHEAR WALLS AT STAIRS NOT COMPLETE. *BLOCK AND EDGE NAIL ALL HOLES THROUGH SHEAR WALL FROM FALL PROTECTION. *KNOCK ALL UNDER DRIVEN NAILS FLUSH. CBC l 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. OSHPDI hereby certify that I have inspected the above reported work in accordance with the=-�-J��-� requirements of OSHPD approved documents. Sampling and testing were conducted inordance with the requirements of thOSHPDapproved documents. The work inspectedICC #50775 i 6-i 0 Aies with the OSHPD approved dowments. -s:0 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 9/22/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. yes: No: 0 Inspector Initials: N/A 'signatwe authorizes fire above work SCS6T 205 REV 7Po8 rYE"" C/I 10""IA L --G, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; 00238 6290 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: I C= 1 R FPL NC I F FIX PAGE I np FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS DIAPHRAM NL ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 8300 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.; 47-795 DUNE PALMS ROAD 07-3236 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB COMRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 8300 C-1 MATERIAL CLASSIFICATION: 19/32" STR l APA RATED O.S.B. 1 OD COMMON ROOF SHEATHING DATE: 9/17/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 8200 C-1 . *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. I 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. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC 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, specifications and applicable sections of the governing building laws. T. 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 ordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 dies with the OSHPD approved documents. ss:� No:= Inspector Initials: N/A pEIN� CTpRS SIGNATURE REGISTRATION NO, DSA I hereby certify that I 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 accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE DATE com lies with the DSA approved documents. N/A = 'signature authorizes the above work Yes: No: Inspector Initials: SCS&T205 REV 210fi Certificate of Occupancy Tity� 4 4Q" 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 # 8300) Use classification: APARTMENTS Building Permit No.: 07-3236 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G Building Official POST IN A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 25, 2009