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07-3228 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003228 Property Address: 47795 DUNE PALMS RD APN: 600-020-030- - - Application description: DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 979782 Applicant: Architect or Engineer: BUILDING &. SAFETY DEPARTMENT BUILDING PERMIT ------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force. and effect. Licens lass:. B Eno License No.: 396120 ate: C actor: O W N ER:BUI LDER' DEC LARAT ION I hereby affirmunder penalty of perjurythat I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit -to construct, alter, improve;: demolish, or repair any structure, prior to its, issuance, -also requires the applicant for the permit.to filen signed statement that he or she-islicensed pursuantao the provisions of the. Contractor's State License Law (Chapter 9 (commencing with,Section 7000) of Division of the Business and Professions Code) or that he or she is exempt therefrom and the..basis for the alleged exemption. Any violation of, Section 7031.5 by any applicant for permit subjects the applicant, to a.civil penalty of not more than five hundred dollars 155001:: (_) I, as owner of the property, or my employees with wages'as their sole compensation, will do the work, and the structure is notintended 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 herselfthrough his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of provingthat he or she did not build or improve for the purpose.of;sale.). (_) I, asowner of the property, am exclusively contracting with licensed contractors to construct the project (Sec: 7044, Business and Professions Cade: The Contractors'' State License Law does "not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) 'I am exempt under Sec. , B'.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of,perjury that there is 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:. gig LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/25/08 Owner: COACHELLA VALLEY HOUSING COALI 45701 MONROE ST.1-G INDIO, CA 922,01 Contractor: 0 BROWN CONSTRUCTION, ID PO BOX 98070.0 WEST SARAMENTO, CA 957 SAN 25 2008 (9.16)373-930.0 Lic. No.: 396120 I CITY pF LA QUINTA WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have,and=will maintain a certificate of consent.to self-insure.for,workers' compensation; as provided for by Section 3700 of the Labor Code, for the performance'of the work for which this permit is issued. _ I, have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor 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 1�L 1 certify that, in the performance of the,work for which this permrt:is issued,.I shall not employ any V� person in any manner -so as to become subject to the workers' compensation laws of California, and agree that, if I should_ becomessubject to the workers' -compensation provisions of Section 3700 of the Labor C hall -forthwith complywith those provisions. 'F ftgft" WARNING:. FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO, CRIMINAL, PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (8100;000).. IN ADDITION. TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S'FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety fora permit subject to the conditions and restrictions set forth on thisapplication. 1.. Each person upon whose behalf thjs'applicationis 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 hold harmless the City of La Quints, 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 isnot commenced within 180.days from date of issuance of,such permit, or cessation of work for 180 days will, subject permit to, cancellation: I certify that I have-read.this application and state that the above information is correct. I agree to comply with all cityand county ordinances and state laws relating to, buit ' uction, and herebyauthorize representatives of this co my enter upon theabove-mentione pro y for inspe 'on purposes. fY � J bate: `• �� ature (Applicant or Agent): Application Number . . . . . 07-00003228 Structure Information 16,333SF ITYPE:A-31/V-1HR/RES-1/11-DU Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 29.00 FIRE SPRINKLERS -FULLY FLOOD ZONE NO GARAGE SQ FTG 1980.00 PATIO SQ FTG 1330.00 NUMBER OF UNITS 11.00 IST FLOOR SQUARE FOOTAGE 5106.00 2ND FLOOR SQUARE FOOTAGE 67.10.00 3RD FLOOR SQUARE FOOTAGE 1047.00 Permit . . . BU_ILDING PERMIT' Additional desc Permit Fee . . . . 3479.50 Plan Check Fee 2261.68 Issue Date . . . . Valuation . . . . 979782 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 2039.50 480.00 3.0000 THOU BLDG 500,001-1,000,000 1440..00 Permit . . . MECHANICAL Additional desc . . Permit_ Fee . . . . 339.00 Plan Check Fee 79.75 Issue Date . . . . Valuation . . . . 0 Expiration Date .. 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 4.5000 EA MECH VENT INST/ DUCT ALT 49.50 11.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.9.00 16.00 6.5000 EA MECH VENT FAN 104.00 11.00 6.5000 EA MECH EXHAUST HOOD 71.50 Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . Expiration Date . Qty Unit Charge 12863.00 .0300 LQPERMIT ELEC-NEW RESIDENTIAL 443.6.9 Plan Check Fee Valuation 7/23/08 Per BASE FEE ELEC NEW .RES - MULTI FAMILY 110.92 0 Extension 15.00 385.89 Application Number . . . . . 07-00003228 Permit . . . . . ELEC.-NEW RESIDENTIAL Qty Unit Charge Per Extension 21.40.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL .42.80 ---------------------------------------------------------------------------------- Permit . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . PLUMBING 822.00 7/23/08 Plan Check Fee . . 19.8.75 Valuation . . . . 0 Qty Unit Charge Per BASE FEE Extension - Special Notes and Comments - .- - BASE FEE 15.00 81.00 6.0000 EA PLB FIXTURE 486.00 1.00 15.0000 EA PLB BUILDING SEWER 1-5.00 11.0D 7.5000 EA PLB WATER HEATER/VENT 82.50 11.00 3:0000 EA PLB WATER INST/ALT/REP 33.00 '1:00 9_.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 22.00 .7500 EA PLB GAS PIPE >=5 16.50 11.00 ------------------------------------------------------------------------------ 15.000.0 EA PLB GAS METER 165.00 Permit GRADING PERMIT Additional desc . . Permit Fee . . . 15..00 Issue Date. Expiration Date 7/23/08 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 - Special Notes and Comments - .- - 16,333SF [TYPE:A-3]/V-lHR/RE8-1/11-UNIT8 - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS C3STORIES/42,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC; CMC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 2200 - TYPE: A-3] December 28, 2007 11:13:22 AM AORTEGA -----------------_-_---------------------------------- Other Fees . . . . . . . ACCESSIBILITY -- ------------------ PLAN REVIEW 226..17 ART IN PUBLIC PLACES -RES 1.949.45 DIF COMMUNITY CENTERS -RES 803.00 DIF CIVIC CENTER - RES 2519.00 ENERGY REVIEW FEE 226.17 LQPERMrr Application Number . . . . . 07-00.0.03228. --------------------------.--------------- Other Fees . . . . . . . . . - ---- DIF FIRE PROTECTION -RES --- 352.00 DIF LIBRARIES - RES 3828.00 DIF PARK MAINT FAC - RES 231.00 DIF PARKS/REC - RES 9636.00 STRONG MOTION -(SMI) - RES 97.97 DIF STREET MAINT FAC -RES 429..00 DIF tRANSPORTATION - RES 12397.00 Fee summary Charged Paid Credited Due Permit Fee Total 5099.19 .00 .00 5099.19 Plan Check_ Total 2651,.10 .00 .0.0 2651.10 Other Fee Total. 32694.76 .00 .00 32694.76 Grand Total 404.45.05 .00 .0'0 40445.05 LQPERM[T r CITY OF LA QUINTA r? oti �,,PUILDING & SAFETY DEPARTMENT OF C=' ! (760) 777-7012 INSPECTION REQUEST LINE Y� (760) 777-7153 Ow e� Cv,H63 �AING COALITION : - Co tractor BR . CONSTRUCTION Pe�iim�erK�8 CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE, PALMS ROAD 16,333SF ITYPE:A-31/Y-1HR/RES-1/11-UNITS - 2001 CBC, CPC, CIVIC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 2200 - TYPE: A-31 TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE $• U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF . cis OKAY TO WRAP R• FRAMING (COMBINATION) ROUGH ELECTRIC a ROUGH PLUMBING ROUGH MECHANICAL INSULATION O • O ST COVER NO WORK UNTIL ABOVE SIGNED f INTERIOR GYP. BD. (DRYWALL) EXTERIOR LATH GAS TEST -� SEPTIC ABANDONMENT h SEWER CONNECTION — SEPTIC / GREASE INTERCEPTOR d MASONRY INSPECTIONS I FOOTINGS / STEEL BOND BEAM 1 POOL / SPA / WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING { U/G GAS ' U/G ELECTRICAL I. I PRE -PLASTER (ALARMS / BARRIERS)I. { FINAL INSPECTIONS I TEMP. USE OF PERMANENT POWE , p ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. 1 FINAL / JOB COMPLETED ARfl\/F aPPR(1\/aI C nr) N(1T Mr.1 1 Ir)F RI(;HT TO � - TO f3AMLOa14 PJtIL I-Oki� Abu, L� s l� � o �' .S.-Z • a tc tt �c 9'AC— ir a { r f i 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. Murrieta. CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd , # 201 Palm Desert, CA 9221 1-41 31 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: 2 0 1 I f � To: Ld (A UI I J��7 Fax: Tract/Parcel Map #: "T Permit/Lot #: Job Site Address: 't� - l95 ow Palms ' IN 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. I 1 ✓ A f orizing Signature For Rel ase '1t.4U Print Name Form C — Revised 8/27/2009 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are available to insured from: Mutual System 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. defects shall be corrected and system left in service before contractor's personnel finally leave the job. Loss Prevention Publications - Training Resource Center Mutual Engineering and Research. H51 Boston -Providence All 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 authoritv's reouirements or local ordinnnrec PROPERTY NAME: La Quinta Dune Palms Neighborhood 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 YES X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELO\V) YES X NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NE"'EQUIPMENT? YES X NO IF NO. EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON I I,ES X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building A-3 2200 SPRINKLERS MAKE TYCO MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-II 2008 I/2" 106 1600 Pendent TY-FRB 2008 t/2" 7 2000 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X NO FITTINGS CONFORM TO NFPA #13 STANDARD I,ES X NO ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE VALVE OR TYPE MAKE MODEL MIN. SEC. FLOW INDICATOR WATERFLOW SWITCH POTTER VSR-F 0 60 DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARM OPER- ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: OPERATION I PNEUMATIC ELECTRIC I HYDRAULIC PIPING SUPERVISED I YES NO DETECTING MEDIA SUPERVISED? YES NO 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 IN NO, EXPLAIN: DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: HYDROSTATIC TESTS SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BARS) ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI (10.3 BARS) FOR TWO HOURS. DIFFERENTIAL DRY - TEST PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO PREVENT DAMAGE. ALL ABOVE -GROUND PIPING LEAKAGE SHALL BE STOPPED. DESCRIPTION PNEUMATIC: ESTABLISH 40 PSI (2.7 BARS) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BARS) IN 24 HRS. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PINTEUMATICALLY TESTED? YES NO EQUIPMENT' OPERATES PROPERLY? SYES NO DRAIN READING OF GAGE LOCATED NEAR V� ATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TESTS PIPE. TEST 200 PSI TEST PIPE OPEN WIDE 200 PSI UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE FORM # 85B? YES NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND YES NO SPRINKLER PIPING? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING? X YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING YES X NO PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9. LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED YES X NO IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A YES X NO DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH. THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC DATA NAMEPLATE NAMEPLATE PROVIDED? YES IF NO, EXPLAIN: X NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF INSTALLING CONTRACTOR: CEN-CAL FIRE SYSTEMS, INC. TESTS WITNESSED BY FOA PROPERTY OWNER (Signed) TITLE DATE ' SIGNATURES �- �� v F 10 INST;Aj,.LICON C R (Signed) TITLE DATE ADDITIONAL EXPLANA IO D T 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 34?00 Bui; Hors Dru L' RANCHO MIRAUE L-] CALIFORM LA D 92?70 -7(No 1_;-)(I_U�I I EE5 71Nf1_11�11_77`A; Fev Z5 %%;\A/\V AACAC(INI', III Tinir;IN C I-n%4 r 3 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 1 55.8 55.8 +0.0 If you have any questions, please contact our office. Very truly yours, �4 Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth /NQM1NL LAND S� CHARLES R. cc HARRIS o * k Exp: 12/31 /07 / * "'j. No. 4989 F C ALA 34200 BOB Hon- DRIVE• I- R,AN010 MIRAGE D C,At IFORNIA 9-2270 7(-,0-1')O-QRI I -- 7AO-Z);-7fi9; FAQ' L-1- w\vkv MSA(-'nni,,mT1NJ(;Iwr' r'01M April 4, 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 220OA and 230OA Dear Amy: This letter is to verify that the locations and elevations of the building forms for Buildings 22O0A and 23O0A 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 220OA 61.60 61.60 +0.00 Building 2300A 60.10 60.10 +0.00 If you have any questions, please contact our office. Very truly yours, Anthony . Maddox, PL 5476 Senior Survey Analyst ADM:tt EC: Mike Troth P1- LAIDS", o� ANTHONY D. G� C MADDOX * No.5476 733 Exp.9-30-08 7- OP CALFO 4-)00 Bot3 Hot,L DruvE G RANCIM MIRAGE CAI.IFORNIA M 92270 760-1)0-011 7OO-I?')-7X9) FAx 2 www.MSA('t)�NsurTiN(;IN('.<'O�i -`GRYNER ENGINEERING STRUCTURAL ENGINEERING August 7, 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: 2200 Building Official: As the Engineer responsible for the Structural Design, I have performed visual structural observations of the structural system in compliance with 2001 CBC, Section 1709. To the best of my knowledge, the construction is in substantial conformance with the Approved Structural Drawings and is approved to wrap. Thank you for your review of this written Statement. Sincerely, George H. Grayner, S. E. Grayner Engineering 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 ® CJ Imperial Irrigation District Power Department - Underground/Service Inspection f /1�� v CLIENT: V i� ! � �� ( +� f!'t 4 DATE: CONTRACTOR: r / T nz PROJECT NO.: ,inn cr 9 NETWORK NO.: INSPECTOR: CSP NO.: 1 CONTRACTOR: JOB LOCATION: �� } /i,+ I.t f' q % ' irvv PASS FAIL TRENCH: = = PRIMARY Ez = SECONDARY ESERVICE CONDUIT: 0 0 PRIMARY �F SECONDARY SERVICE MANDREL: PRIMARY SECONDARY SERVICE PHOTO/s AVAILABLE: ❑ YES NOTES: /_ PASS VAU LT: 0 0 GROUNDS: 0 0 0 PAD: 0 PULLBOX: 0 OTHER: 0 (D (02 3 P �e) (o % 2 2 K - (bb2 FAIL STANDARD SECTOR SWITCH PAD SECTOR VAU LT �Y L� l d Imperial Irrigation District — Power Construction Management Phone (760) 339-9532 Fax (760) 339-9533 IID-766 (7-01) SOUTHERN CAUFOMIA SOIL a TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 " Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: P.O. NO.: MW: 00368 0822004P C PL NC FAX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 4 C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ KS. BOLTING n -TM PROJECT TMR E#. MAIMPDFRLENO.: WAAPP.NO.: DUNE PALMS BLDG 2200 N/A N/A PROJECT ADDRESS PERW NO.: FLAN PILE NO.: 1 47-795 DUNE PALMS ROAD 07-3228 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUS CONTRACTOR BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 2200 A-3 CI.ASSI CA FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16R 8D ROOFING NAILS, DATE: 12/2/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 2200 A-3. *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 FDCF-D TILE WITH RAINBUSTER 850 TILE ADHESIVE. A FEW MINOR REPAIRS LISTED BELOW NEED TO BE COMPLETED. **PUNCH LIST** *SOUTH WEST ONE STORY ROOF- CLOSE OUT RAKE TO WALL WITH MUD. *SECURE ALL TILE AROUND DORMERS WITH RAINBUSTER 850 TILE ADHESIVE. *REPAIR ALL SECONDARY FLASHING TO PIPE INTERSECTIONS WHICH ARE CRACKED WITH FIBERGLASS WEBBING AND MASTIC. *HIGH ROOF- CLOSE OUT RAKE TO WALL WITH MUD. *BALCONY RAKE TILE TO EDGE METAL TRANSITIONS NEED TO BE CLOSED OUT WITH MUD. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN ITEMS LISTED. 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 with the requirements of OSHPD approved documents. Sampling and testing were conducted in -� accordancewith the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 12/2/2008 ' 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. N/A = 'signature authorizes the above work Yes: No: Inspector Initials: SCS&T 2D5 REV 7/06 SOUTHERN CALIFORNIA SOIL A TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00276 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SU[TE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c 1� PL NC FIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECTTDLE: PHASE#: DSAIOSHPDFILE NO.: DSA APP. NW DUNE PALMS BLDG 2200 N/A N/A PROJECT ADDRESS PERMIT NO.: .. 47-795 DUNE PALMS ROAD 07-3228 LA QUINTA ARCHIiEGE ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 2200 A3 LATH FINALS MAIEREALCUISSIFICATIOW. 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: 10/03/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. *LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.511 LEG 15/1611 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"-811 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 AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL IS USED TO DECREASE STUCCO CRACKS. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIOINS WITH ORANGE MARKING PAINT. THESE AREAS NEED TO BE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge In compliance with the approved plans, specifications and applicable sections of the governing budding laws. MILES WOODARD Inspector initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected wm If witrth the OSHPD approved documents. Y.No:= Inspector Initials: N/A IN ORS SIGNATURE REGISTRATION NO, \ DSA I hereby certify that I have Inspected the above reported work in accordance wW the 10/03/2008 1-:MOEMINTENDENTS requirements of DSA approved documents. Sampling and testing were conducted in SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work Inspected corn Ies with the DSA approved documents. Yes:No: Q Inspector Initials: N/A 'sJerrafure aufhor@es #re above work scsarzas rtEv ws SOUTHERN CAUFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00184 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c I > PL NC I 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: PHASE#: DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 2200 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3228 LA QUINTA ARCHITECT: ENGINEER:- INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN CALIFORNIA PLASTERING/ GUY EVANS LOCATION OF WORK INSPECTED: BUILDING 2200 A3 MATERIAL CLASSIFICATION: —�-- - GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, 12" MOISTSOP, PELLA BITUTHANE TAPE, PELLA FIBERGLASS DATE: 8/25/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSf-1F TFD: *PROVIDED LIMITED VISUAL INSPECTION OF THE INSTALLATION OF THE MFM SIMSEAt. AT TI IF, Tt1sE:? ;tiI;I3 WINDOWS/ POT SHELVES AS WELL AS THE WINDOW INSTALLATION (IN PROG;U-'SS). *MFM SUBSEAL WAS INSTALLED AT THE RECESSED WINDOWS AND POT SHELVES. POT SHELVES HAVE SOLID BACKING ON THE SIDE WALLS A MIN OF 4"-6" AS WELL AS AT THE VERTICAL RISE OF THE WINDOW OPENINGS. MFM SUBSEAL IS RUN UP THE SIDE WALLS 6"-10" AND ONTO THE VERTICAL WALLS 411-611 MIN. GENERAL INSTALLATION APEARS TO BE PER PLANS WITII TIII EXCF•.PTION OF AREAS 1\I tPr Cl-1 11� 0-irl, WHICH SHOULD BE REPAIRED. TOOK DIGITAL PHOTOS OF TYPICAL MFM SUBSEAL INSTALLATION AT THE RECESSED WINDOWS/ POT SHELVES. *WINDOWS ARE NAILED/ SCREWED IN PLACE WITH 12" MOISTOP AT THIS STI I., JAMBS ANI) III;Ao IN WEATHERBOARD FASHION. PELLA TAPE IS USED TO ENCAPSULA'1T1;7. 11 M..1'AsTT�.m T1-S AT 11I. 111 Al ) AS WELL AS ON THE JAMBS AND TURNING THE CORNER ON THE SILL. MARKED TEARS, CUTS ETC_ IN ORANTGE PAINT, THESE AREAS NEED TO BE REPAIRED PRIOR TO W NI)OW INSTALLATION. -F00I1, D101TAL. N-10TOT OF TYPICAL WINDOW INSTALLATION. ** PUNCH LIST ** **LINE I BETWEEN D-E WINDOW INSTALLED WITH CUT IN THE BITHUHHANE AT THE ANGLE, AREA IS MARKED WITH ORANGE PAINT, 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 r accordance with the requirements of the OSHPD approved documents. The woit in =pc. 1cd y ICC #50] % S 16- 1 complies with the I �OSHPD approved documents. N/A Yes: No:LJ Inspector Initials: OTORS SIGNATURE REGISTRATION NO, DSA 1 hereby certify that I have inspected the above repotted work in accordance wAh the 8/25/2008__ requirements of DSA a q 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 �i�rriuru augra;ac< the sbo '`� work s .;ar soerrrow uwFo"niw SOIL a TSSTwo. w1G SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo12a 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phoat (619) 2"0-4321 Fax 619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax X190) 775. g362 I C I i. 1 PL N� SCSBrT FILE NO: 0822004P P.O. NO.: FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ^N ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS S. BOLTING n DIAPHRAM NL ❑ H PROJECTTITLE: PHASE*.. MA/OSHPOFILE NO.:- WAAPP.NO.: DUNE PALMS BLDG 2200 N/A N/A PtLOJEcrPERMIT 47-795 DUNE PALMS ROAD NOc 07-3228 LA QUINTA nealriEct �� INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR BROWN TONE FRAMING LOCATION OF WORK INSPECTED: 2ND AND 3RD FLOOR SHEAR NAILING MATERIAL oN: 15/32" STR I O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS: DATE: 7/11/2008 TWE ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LD=D VISUAL INSPECTION OF THE SECOND AND THIRD FLOOR SHEAR NAILING FINISHED ASSEMBLY. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 15/32" STR 1 O.S.B NAILED PER S1.5A-5 SCHEDULE. I 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.PUNCH LIST ITEMS ARE LISTED BELOW. *NOTE- PUNCH LIST ITEMS ON THE FIRST FLOOR FROM 7/7/2008 WERE CORRECTED AS REQUESTED. **PUNCH LIST** ** DOUBLE SIDED SHEAR WALLS AT GRID LINE CD ONE SIDE ONLY AT TIME OF INSPECTION. ** THIRD FLOOR GRID LINE 13 B TO C THREE SHEAR PANELS STILL NEED TO BE FASTENED. ** ALL UNDER DRIVEN FASTENERS NEED TO BE KNOCKED FLUSH. "WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. COC I hereby certify that I have inspected the above reported work. Unite" 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 1 hereby certify that 1 have inspected the above reported work In accordanm with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents The worts Inspected ICC #5077516-10 complies esWith theOSHPO 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 7/11/2008 requirements of DSA approved documents. Sampling and testing were conducted In DATE accordance with the requirements of the DSA approved documents. The work Inspected UPERINTENDENTS SIGMT RE com les wMt the DSA approved documents. Yes: f No: Q Inspector Initials: N/A *soiahrre &ftrinas fhe above work scsar 205 rsEv sins JAB G 'OId Sf FOit �300 ANi�21�' Ni'RtFRES Ti SEI ., 00137 #lo- 0822060 ��B�aiGs gf:OK3R OFBtJ#X.�Il�6 ?.�# EXTT�It Sf�i��V�S (�.Y: ME, E.00K�iJL�E�017 L'ri3 5, �'{i;�� PFRs�.S�-S SCF�EDULE. SOUTHERN CA FORMA sO a TESTM . INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00144 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) 775-6362 SCS&T FILE NO: 0822004P NC FIX P.O. NO.: PAGE OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS ❑ H.S. 80.TING QSHEAR NAIL PROJECTTTRE DUNE PALMS PHASEV SEE BELOW DSA IOSHPDFILE NO.: DSAAPP.NO.: N/A N/A I PROJECTAD 47-795 DUNE PALMS ROAD flumr . .: SEE BELOW LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENEIM CONTIRACTM BROWN BCONTRACTOR TONE FRAMING LOOATION OMORIK OWECIEO: BUII DINGS 2300 2200 AND 2400 TEEM EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378 1/2" 5/8", 3/4" ALL THREAD COUPLERS AND SLACKJACKS 15/32" SIR 1 O.S.B. 8D AND 10D FASTENERS ON SHEAR WALLS, CS16 COIL STRAP DATE: 7/29/2OOH TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK WSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND AND THIRD FLOOR OF BUILDING 2300 AS WELL AS THE FIRST FLOOR (IN PROGRESS) FOR BUILDING 2400. ALSO PROVIDED LIMIMD VISUAL INSPECTION OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM FOR BUILDING 2200 ALL FLOORS. *GENERAL SHEAR WALL INSTALLATION LOOKED GOOD WITH 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.PUNCH LIST ITEMS ARE LISTED BELOW. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS OTHER THAN PUNCH LIST ITEMS LISTED BELOW. 1/2", 5/8" AND 3/4" ALL THREAD WERE COUPLED WITH BRIDGE TRAIMERS AND BLOCKING WITH SLACK JACK DEVICE AND BEARING PLATE IN PLACE AS SHOWN ON PLANS. *NOTE- PUNCH LIST ITEMS ON MY REPORT FROM 7/22/2008 WERE CORRECTED AS REQUESTED OTHER THAN ITEMS STILL LISTED. ADDRESS PERMIT *BUILDING 2300 A3 47795 DUNE PALMS ROAD 07-3240 *BUILDING 2200 A3 47795 DUNE PALMS ROAD 07-3228 *BUILDING 2400 C3 47795 DUNE PALMS ROAD 07-3231 **PUNCH LIST** *BUILDING 2200- NEED TO INSTALL SLACK JACKS AT ALL SECOND FLOOR RUNS WHICH CONTINUE TO THE THIRD FLOOR AT THE NORTH EAST CORNER OF THE BUILDING AS PER EARTHBOUND DETAILS SH-2 D AND E. ALL BRIDGE TRIMMERS TO BE FACE NAILED 4" O.C. AS PER SH-2 DETAIL#1. *BUILDING 2400- FINISH NAILING ALL CS16'S, LINE 11/12 H TO G MISSING SHEAR PANELS. LINE A 14.6 TO 15 NAIL SHEAR PANEL. STILL WORKING ON STAIR SHEAR WALLS. KNOCK ALL UNDER DRIVEN NAILS FLUSH. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, OTHER THAN PUNCH LIST ITEMS LISTED. C8C I hereby certify that I have inspected the above reported work. Unless noted otherwise, L4WECTORS NAML* ) P.L IREV1EW. the work inspected is to the beat 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 codify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Y... No:= inspector Initials: N/A CTOtiSSIGNA711RE REGISTPATM tf0, DSA 1 hereby certify that I have Inspected the above reported work In accordance with the 7/29/2008 requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected DM MAIM DATE oom des with the DSA approved documents. Yes:No: = inspector Imaw WAscsaTxosrttvwe agrmire a mponzes Me above Oak SOUTHERN OAUFORNVI 901E a TESTMrG. MC. lam^ SOUTHERN CALIFORNIA SOIL & TESTING, INC.: oo1a7 6280 RIVERDALE STREET, SAN DIEGO CA 92120 ; Phone 619) 280-4321 Fax 619)) 280-4717 —_ 83440 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax �76f!) 775.8362 SCS&T FILE NO: 0822004P P n Nn C PL NC FIX PAGE OF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q.C.CONCRETE M ROOFING/WATERPROOFING P.T. CONCRETE/STRESS ❑ EPDXYANCNORS❑ KS. BOLTING n DIAPHRAMNL PRaECTITME 7spT-; DSA/OSHPDFlLENO.; DSAAPP.No.: DUNEPALMS BELO N/A PROJECT PI:nIIR �. rLMFLENON/A 47-795 DUNE PALMS ROAD SEE BELOW -LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GEWERAI. L:OMRACTOR BROWN SUB CONTRACTM TONE FRAMING& DRI ROOFING LOCATION OF WORICINSPECTED: BUILDING 2100 2200 AND 2300 19/32" STR 1 APA RATED O.S.B. I OD FASTENERS FONTANA VULCASEAL #30 ASTM D-226 TYPE II, PACIFIC MASTIC, 7/8" PLASTIC CAP ROOFING NAILS. DATE: 7/31/2008 TIME ARWIIED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAM NAILING FINISHED ASSEMBLY FOR BUILDING 2100 A2 SECOND LEVEL ROOFS. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT ON BUILDINGS 2200 AND 2300. ,*THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. 1 A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN 1 OD @ 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". *GENERAL ROOF UNDERLAYMENT INSTALLATION LOOKS GOOD (FONTANA VULCASEAL #30 ASTM D-226 TYPE II), ICBO ES ER-5434 TWO LAYERS, HAD 3"-4" HEADLAPS AND 6" SIDELAPS. FELT WAS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF 1". PRIMARY FLASHINGS WERE BIBBED WITH FELT AND WERE SEALED WITH MASTIC AT THE PIPE TO FLASHING INTERSECTIONS. HIP AND RIDGE NAILERS HAD FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3".TOOK DIGITAL PHOTOS OF TYPICAL ROOF UNDERLAYMENT INSTALLATION. PUNCH LIST ITEM LISTED BELOW. PERMIT *BUILDING 2100 A-2 07-3224 *BUILDING 2200 A-3 07-3228 *BUILDING 2300 A-3 07-3240 **PUNCH LIST ITEM AS FOLLOWS- BUILDING 2300 1.5" VENT PIPE IS TO CLOSE TO THE SOUTH GABLE END 3RD LEVEL. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS, AND TRI ROOFING MANUAL OTHER THAN ITEM LISTED. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, 11118PECTOR111 NAME: (PrbdmQ 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 bullding 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. Sarnpliny and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ' ICC #5077516-10 corn es with the OSHP-��D approved documents. Yes:= NO:= Inspector Initials N/A CTORS SIt;!lA7URE REGOWTION NO. DSA I hereby certify that I have Inspected the above reported work In accordance with the 7/31/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work Inspected 'RMNIXIO T3 SM711RE DATE COm Iles with the DSA approved documems. Yes:M No: = Inspector Initials: N/A tgnature aWtoam the above work T205REV2Of: Certificate of Occupancy T,vf 4 4auhrw 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 # 2200) Use classification: APARTMENTS Building Permit No.: 07-3228 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 f -.4 Building Official POST IN A CONSPICUOUS PLACE City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 24, 2009