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06-4134 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 06-00004134 Property Address: 47795 DUNE PALMS RD APN: 600-020-030- - Application description: DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 715537 Applicant: Architect or Engineer: 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 70001 of. Division 3 of the Business and Professionals Code, and my:License is in full force and effect. License' I sa: B__ee License fJo:; 3 9612 0 ate: `� w raCto,. Ty r• OWNER -BUILDER DECLARATION I hereby affirm under penalty.ot perjury that I. am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires:a permit to construct,°alter, improve, demolish, or repair any structure, prior to its.issuance, also requires the applicant for the permit to file a signed 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 therefromand the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a;permit-subjects the applicant to -a civil, penalty of not more than five -hundred dollars 1$500),' (_ 1 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:en 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 issold within one year of completion, the owner -builder will have.the burden of proving that he or she did not build or improve forthe purpose of sale.).. (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec, 7044; Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contractsfor. the projects with a contractor(s) licensed pursuant to the Contractors' State License Low.). (_) I am exempt under Sec. , B.&P.C. for this reason. Date:: Owner: CONSTRUCTION LENDINGAGENCY I hereby affirm under penalty of perjury that,there: is a.construction lendingagency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1 / 2 5'/ 0 8 Owner: COACHELLA VALLEY HOUSING COALS 45701 M_ONR_OE ST 1-G INDIO, CA 922.01 Contractor: BROWN CONSTRUCTION, INC. PO BOX 980700 WEST SARAMENTO, CA 95798 O ACJ 1�00 (916)373-9300 L' Lic. No.: 396120 ------------ r---- 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 carrievand 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 to the workers' compensation laws of�Calftrnia, and agree that, if I should becom&subject to the workers' compensation' provisions of Section 3700 of the Cdft4woall forthwith comply with those provisions. f lice WARNING: FAIL RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL -AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF7THE LABOR CODE, INTEREST, AND ATTORNEY'&FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application,is herebymadeto the.Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application: 1. Each person upon whose behalf this application ismade, 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 agrees10, and shall defend, indemnify andholdharmless 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 permitissued as aresuli of this application becomes null and void if'work is not commenced within IS0 days from date of issuance of such permit, or cessation of work for 1a0 days will subject permit to cancellation. 1 certify that I have read this application and ,state that the, above information is correct. I agree to comply with all city and county ordinances and state laws relating to buildin construction,. and hereby authorize representatives of this county t .enter upon the above -mentioned pro y or action purposes. Pea: y2riob ature(Applicant or Agent): C-aw3\ LQPERMIT k. Application Number . . . . . 06-00004134 Structure Information 11,125SF [TYPE:B]/V-lHR/RES-1/8 - DU Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 2-4.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG .00 PATIO SQ FTG 12.33.00 NUMBER OF UNITS 8.00 1ST FLOOR SQUARE FOOTAGE 3639.00 2ND FLOOR SQUARE FOOTAGE 36.67.00 3RD FLOOR SQUARE FOOTAGE 2467.00 Permit Additional desc . Permit Fee . . . . Issue Date . . . . Expiration Date . BUILDING PERMIT 2687.50 7/23/08 Plan Check Fee 1746.88 Valuation . . . . 7.15537 Qty Unit Charge Per Extension BASE FEE 2039.5.0 216.00 --------------------------------------------------------------- .3..0000 THOU BLDG 500,001-1,000,000 648.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 279.00 Plan Check Fee 69.75 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 4.5000 EA MECH VENT INST/ DUCT ALT 36.0.0 8.00 9.0006 EA MECH B/C <=3HP/100K BTU. 72.60 16.00 6.5000 EA MECH VENT FAN 104.00 8.00 6.500.0 EA MECH EXHAUST HOOD 52.06 Permit . . . Additional desc . . Permit Fee'. . . . . Issue Date . . . . Expiration Date . . ELEC-NEW RESIDENTIAL 310.57 Plan Check Fee . Valuation . . . . 7/23/08 Qty Unit Charge Per BASE FEE 9773.00 .0300ELEC NEW RES - MULTI FAMILY 77.64 0 Extension 15.00 2:93.19 LQPERMIT Application Number . . . . . 06-000,04134 Permit . .. . . . ELEC-NEW RESIDENTIAL . Qty Unit Charge Per Extension. 119.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 2.38 ------------------------------------------------------------------------------- Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 687.00 Issue Date . . . . Expiration Date 1/23/08 Plan Check Fee 171.75 Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 72.00 6.0000 EA PLB FIXTURE 432.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 8.00 7.5000 EA PLB WAT-ER.HEATER/VENT 6.0.00 8.00 3.0000 EA PLB WATER INST/ALT/REP 24.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 16.00 7500 EA PLB GAS PIPE >=5 12.00 8.00 15.0000 EA PLB GAS METER 120.00 Permit . . . GRADING PERMIT Additional desc . ` Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 Special Notes and Comments 11,125SF [TYPE:C]/V-1HR/RES-1/8-UNITS - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERES [3STORIES/4'2,000SF MAX] THIS PERMIT DOES NOT INCLUDE SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES.. 2001 CBC, CPC, CMC., ,2004 CEC, 2005 ENERGY CODE. [BUILDING: 1200 - TYPE,: C] December 26, 2007 3:54:33 PM AORTEGA ------------------------------------------------------------------------------- Other Fees . . . ACCESSIBILITY PLAN REVIEW 174.69. ART IN PUBLIC PLACES-RES 1288.84 .DIF COMMUNITY CENTERS-RES 584.00 DIF CIVIC CENTER - RES 1832.00 ENERGY REVIEW .FEE 174.69, LQPERMIT Application Number . . . . . 06-00004134 ---- ---- Other Fees . . . --- ------ . . . . . . DIF ----------- FIRE PROTECTION-RES -- 256.00 DIF LIBRARIES - RES 2784.00 DIF PARK MAINT FAC - RES 168.00 DIE PARKS/REC - RES 7008.00 STRONG MOTION (SMI) - RES 71.55 DIF STREET MAINT FAC-RES 312.00 DIF TRANSPORTATION - RES 9016.00 Fee summary Charged Paid Credited Due -- - -- - Permit Fee Total ---------- 3979.07 -------- - ----- ---------- .00 .00 3979.07 Plan Check total 2066.02 .00 .00 2066.02 Other Fee.Total 2,3669.77 .00 .00 2.3669.77 Grand Total 29714.86 .00 .00 29714•.86. LQPEK IIT c CITY OF LA QUINTA ow B ILDING & SAFETY DEPARTMENT (760) 777-7012 INSPECTION REQUEST LINE (760) 777-7153 u� :CV IRMSING COALITION CTION l�-T'ONOB IN CONSPICUOUS PLACE UST SIGN ALL APPLICABLE SPACES JOB ADDRESS 47-795 DUNE PALMS ROAD 11,125SF [TYPE:Cl/V-1HR/RES-1/8-UNITS- 2001 CBC, CPC, CNIC, 2004 CEC, 2005 ENERGY CODE. [BUILDING: 1200 - TYPE: Cl TYPE OF INSPECTION DATE INSP. TEMPORARY POWER SETBACKS U/G PLUMBING / WASTE U/G ELECTRICAL / GROUNDING FOOTINGS / STEEL CONCRETE SLAB • .� DO NOT POUR CONCRETE NTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF (Z. •c9 ? , OKAY TO WRAP Z o FRAMING COMBINATION ROUGH ELECTRIC ROUGH PLUMBING ROUGH MECHANICAL INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL EXTERIOR LATH GAS TEST 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 - . Q ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. t� FINAL / JOB COMPLETED CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Factory Additional copies of this form are Loss Prevention Publications - Training Resource Center Mutual available to insured from: Factory Mutual Engineering and Research, l 151 Boston -Providence Turnpike. P.O. Box 9102. Norwood M'A steOmfi1 PROCEDURE: Upon completion of work. inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All efects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material, poor workmanship, or failure to comply with aporovina anthority'S rPnnirpmpt2 — 1n 1 ,,.•r7:.,n.,,.o.. PROPERTY NAME: La Quints Dune Palms Neighborhood v�u JOB# 07205 1 DATE: July 21, 2008 PROPERTY ADDRESS: 47795 Dune Palms Road, La Quinta, Ca PLANS ACCEPTED BY APPROVING AUTHORITY'(S) NAMES: Riverside County Fire Dept. Indio/Palm Desert Office ADDRESS: 77-933 Las Montanas Rd. #210 INSTALLATION CONFORMS TO ACCEPTED PLANS YES X NO EQUIPMENT USED IS APPROVED (IF NO, STATE DEVIATIONS BELOW) YES X NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL AND VALVES THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? PES X NO IF NO, EXPLAIN: HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON YES X NO PREMISES? IF NO, EXPLAIN: LOCATION OF SYSTEM SUPPLIES BUILDINGS Building C 1200 SPRINKLERS MAKE TYCO MODEL PEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING Concealed LF-H 2008 1/2" 63 1600 Pendent TY-FRB 2008 1/2" 7 2000 PIPE & FITTINGS PIPE CONFORMS TO NFPA #13 STANDARD YES X NO FITTINGS CONFORM TO NFPA #13 STANDARD YES X I NO ALARM VALVE OR FLOW INDICATOR ALARM DEVICE MAA'IMUM TIME TO OPERATE THROUGH TEST PIPE TYPE MAKE MODEL MIN. SEC. WATERFLOW SWITCH POTTER VSR-F 0 60 DRY PIPE OPERATING TEST DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST PIPE WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED OUT. ALARM OPER- ATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN: Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Mumeta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211.41 31 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: /0 I I 1q- �_ To: �2 �CUihld yrldlYkl `' Sdf� Fax: TracVParcel Map #: LAa- 01- Q 0- OG b Permiftot #: I LD b #(2- r Job Site Address: �i — 7qs Om no I"d'h1 j L_ . Q. 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. , v Auth izin Signature For Release Print Name Form C - Revised 8/27/2009 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: 3 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 7F 53.4 +0.0 34200 BcJIi HO PI_ Dpi\r = RnncHo Mir,A e Q CALlr()l;vl,a P71 ()?<7(1 ;_7`q ; F., v � w"uik; n;IC 4t' 1NO, I I 1IN1C,Ivr r''riat (—� Ms. Amy Yu, Engineering Assistant II Page Two December 24, 2007 I 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 +Q.Q 8300 C 54.9 54.9 +0.0 8400 C 55.5 55.5 +0.0 0100 D 54.8 54.8 +0.0 1100 B 55.3 55.3 +0.0 1200 C 55.8 55.8 +Q.Q If you have any questions, please contact our office. Very truly yours, Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth ,6oNPL LAND SU\ CHARLES R. HARRIS O Exp'. 12/31!07 Cf)� No. 4989 T 34200 BOB I nn- Dr,Ivc R,ANO10 MIRAGF - CAI ITORNIA if 9-)-)70 FAY c: IvNvw IV1CA( nnicz iii�i.faii' i i»i �R'Letter of Transmittal Date: June 27, 2008 Via: Hand Delivery Job M 1786 To: Angelica Zarco CITY OF LA QUINTA Public Works/Engineering 78-495 Caile Tampico La Quinta, CA 92253-1504 From: Chuck Harris Re: Form Certification �- Project: CVHC Dune Palms Neighborhood EC: Mike Troth ❑ Urgent Q For Review ❑ Please Comment ❑ As Requested ❑ Other r- QTY. ITEM 1 Original, wetsigned and stamped form certification letter, Parcel 4 of Parcel Map No. 33588, Buildings 1100 and1200 s Comments: If you have any questions, or we can be of further assistance, please contact our office. Thank you. 34200 BOB HOPE DRIVE o RANCHO MIRAGE e CALIFORNI 92270 7f�(1 :'M C)41 1 = '7KA '111 "7Q01 r.,t v tm xv%imr MQ A (InxtQii> r rn r.7 'r rrvu r June 27, 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 1100 and 1200 JN 1786 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Buildings 1100 and 1200 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 1100 66.00 56.00 +0.00 Building 1200 56.50 56.49 -0.01 If you have any questions, please contact our office. Very truly yours, 6 /?" � �- Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth //"p LAND ,5��� CHARLES R. L�\ (� HARRIS O �. No. 4939 � Exp.12/31109 \T C1-��C A 34200 BoD HOPE DRTv a RANCHO MIRAGE M C:ALWORNIA W 92270 7AO-1?n-0541I I Fax' w www, M1sAC«NcUnT1W;1 arr MM 19-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: 1200 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, 4 George H. Grayner, S. E. Grayner Engineering D, 4PpFESS�p ► f�. AQQ��Q`�E H CO W �ro �' s�A�Cr1Q`P�► ��� TFOF Cps\FOQ 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 SO -ERN CALIFORNIA SOIL 6 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.: C PL NC I I FIX MW: 00486 0822004P 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 I -I PROJECTTnLE: PtI m* DMIOSHPOFILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJEcraoDREss 47-795 DUNE PALMS ROAD RMrr No.: .. 06-4134 LA QUINTA ARCHITECT: INTERACTIVE DESIGN ENGINEER: GRAYNER GENERALCONTRACTOR: BROWN SUBCONTRACTOR DRI ROOFING LOCATION of tNOFBC INSPECTED: BUILDING 1200 C 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: 1/29/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1200 C. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **NOTE- PUNCH LIST ITEM LISTED ON MY REPORT ON 1/29/2009 WAS CORRECTED AS REQUESTED. ROOFERS ADDED MASTIC AT THE PIPE TO FLASHING INTERSECTION AS REQUESTED. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC 1 hereby certify that 1 have inspected the above reported work. Lkdsea 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 c 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. 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 1/29/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE DATE corn If with the DSA approved documents. - Q Inspector Initials: N/A •signature autlrorizea the above work SCS872D5 REV 2/08 Yes No: SOUTHERN CALIFORNIA SOIL S 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.: F-C Jf► I P� NC FIX MW: 00542 0822004P PAGE I nP I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ® ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS [IH.S. BOLTING ❑ PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILL: No.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN COMMERCIAL CAULKING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIALI ION: SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT, CLOSED CELL BACKER ROD FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC DATE: 2/25/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE TO OBSERVE THE INSTALLATION OF THE CAULKING AT THE SIESMIC JOINT BETWEEN THE TWO STORY AND THREE STORY SECTIONS ON BUILDING 1200. ALSO PROVIDED LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS). *CLOSED CELL BACKER ROD WAS INSTALLED OVER THE MFM SUBSEAL TO MAINTAIN A UNIFORM DEPTH BETWEEN 3/8"- 1/2" NEXT THE SIKA FLEX 2C NS EZ MIX 2 COMPONENT POLYURETHANE ELASTOMERIC SEALANT WAS HAND TOOLED AT THE SEISMIC JOINTS. CAULKING APEARED TO BE OF UNIFORM THICKNESS WITH A CLEAN FINISH AND GOOD ADHESION. NEXT THE CAULKERS ADDED A SAND FINISH TO THE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL SIESMIC JOINT CAULKING INSTALLATION. *TILE WERE INSTALLED OVER TWO LAYERS OF #30 FONTANA VULCASEAL FELT WITH ONE 5/16" 8D ROOF NAIL PER TILE. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE BIBBED WITH FELT AND ARE SEALED WITH MASTIC AT THE PIPE TO FLASHING INTERSECTION. HIP AND RIDGE NAILERS ARE WRAPPED UNDER AND OVER WITH FELT LAPPED ONTO THE ROOF DECK 3". NO OVER EXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING 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 building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= NO:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 2/25/2009 requirements of DSA approved documents. Sampling and testing were Conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERIMENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes: No: Inspector Initials: N/A 'signature authorizes the above work SCS6T 205 REV 1/fle SOUTHERN CA IFORNM SOIL & TESTING, INC. l r' i SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00548 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 C x PL NC17 FIX I I PAGE I OF I 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 PROJECTTIILE PHASE#: DSA IOSHPDFILE NO.: DSAAPP.NO.: DUNE PALMS I BLDG 1200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1200 C ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 2/27/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1200. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. *NOTE- HIP NAILER ON THE NORTH EAST ELEVATION HAS A BACKWARD LAP ON THE FELT. THIS AREA NEEDS TO BE LAPPED WITH FELT IN WEATHERBOARD FASHION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN AREA MENTIONED ABOVE. CRC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in �j� accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. N/A Yes:= No:= Inspector Initials: I ECTORS SIGNATURE REGISTRATION N0, DSA I hereby certify that I have inspected the above reported work in accordance with the 2/27/2009 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 lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work scsaT zas REV vos SOUTHERN CALIFORNIA SOIL S, TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00552 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: 1 C Tr PL NC Fix PAGE I 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 F1 PROJECT TITLE: PHASE* DSA /OSHPD FILE NO.: DSA AM. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN HLL NO.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: R: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1200 C 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: 3/02/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1200. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF 430 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. *NOTE- HIP NAILER ON THE NORTH EAST ELEVATION WHICH WAS MENTIONED IN MY REPORT ON 2/27/2009 WAS REPAIRED AS REQUESTED. THE ROOFER INSTALLED AN ADITIONAL PIECE OF FELT IN WEATHERBOARD FASHION TO ELIMINATE THE BACKWARD LAP. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, OWECTORS 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: Kw. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in �� accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A I PECTORS SI NATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/02/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERItlTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. Yes: No: 0 Inspector Initials: N/A *signature authorizes the above work SCS&T 205 REV P 06 SOUTHERN CALIFORNIA SOIL S 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.: Nj` : 00572 0822004P C x PL NC FIX PAGE 1 OF 1- 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[—] PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILE NO.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE I1, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 3/11/2009 TIME ARRIVED: TIME DEPARTED: [DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 1200. *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 FIXED TILE WITH RAINBUSTER 850 TILE ADHESIVE. **PUNCH LIST** *LOW ROOF- LAST COARSE OF TILE AT THE RIDGE IS OVEREXPOSED, NEED TO ADD 1/2 COARSE OF TILE. CUT TILE IN THE VALLEYS NEED TO BE SECURED WITH TILE ADHESIVE. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS OTHER THAN PUNCH LIST ITEMS LISTED. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in / accordance with the requirements of the OSHPD approved documents. The work inspected ��✓ ICC #SO77516-1 O complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/11/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com�p li—es w7ith the DSA approved documents. Yes:L_I No: = Inspector Initials: N/A 'signature authorizes the above work SCS&T 205 REV 2106 SOUTHERN CALIFORNIA /SOIL &TESTING.INC- SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO:_ P.O. NO.:_ M` : 00483 0822004P l�X-1 PL %iC. Fix PAGE 1 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 ❑ PROJECTTiRE PHASE#: DSAIOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1200 C ROOF TILE IN PROGRESS MATE IAL CLASSI TION: 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: 1/29/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1200 C. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. PUNCH LIST ITEMS LISTED BELOW. **NOTE- PRIMARY FLASHINGS NEED MORE MASTIC AT THE FLASHING COLLAR TO PIPE INTERSECTIONS. I MARKED THESE AREAS WITH ORANGE MARKING PAINT WHEN THERE WAS A VOID OR CRACK IN THE MASTIC. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL OTHER THAN ITEM LISTED ABOVE. CSC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were Conducted in _ accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A IN9PECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 1/29/2009 requirements of DSA approved documents. Sampling and testing were Conducted in DATE accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE com lies with the DSA approved documents. N/A `signafure authorizes the above work . Yes.: N.:= Inspector Initials: SCS&T205REVzws SOUTHERN CALIFORNIA SOIL 6 TESTING, INC. 1a7V7 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00469 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 FII— T SCS&T FILE NO: 0822004P P.O. NO.: PAGE I na 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 IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SU13SEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 1/22/2009 1 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION FINISHED ASSEMBLY PRIOR TO SCRATCH KOTE. *LATH OBSERVED WAS STAPLED STUD TO STUD WITH 16 GAUGE GALVANIZED STAPLES, 1.5" LEG 15/16" CROWN AT 6" O.C. VERTICALLY. BUILDING PAPER IS 60 MINUTE GMC X TWO LAYERS WITH 3"-4" HEADLAPS AND 6" SIDELAPS. POT SHELVES HAVE MFM SUBSEAL RAN UP THE SIDEWALLS 6"-8", UP THE SILL AS WELL AS ONTO THE VERTICAL WALL BELOW THE POT SHELF 4"-6" SHINGLE LAPPED OVER THE BUILDING PAPER. 6"X 18" CEMCO BUTTERFLY'S ARE IN PLACE AT THE CORNERS OF THE WINDOWS FOR REINFORCMENT. MILCOR IS USED THROUGHOUT THE BUILDING TO PROPERLY TERMINATE THE STUCCO. RAINBUSTER 900 POLYURETHANE SEALANT WAS USED TO SEAL PENETRATIONS. DOUBLE V EXPANSION WAS USED AT CANTILEVERED AREAS AND SOFFITS AS A DRIP EDGE TO PREVENT WATER INTRUSION. X J EXPANSION METAL WAS USED TO HELP PREVENT STUCCO CRACKING. *MARKED TEARS, CUTS, AS WELL AS MINOR CORRECTIONS WITH ORANGE MARKING PAINT. THESE AREAS WERE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) 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 WOODAR.D Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were Conducted in accordance with the requirements of the OSHPD approved documents. The work inspected �� ICC #5077516-10 complies with the OSHPD approved documents. . Yes:= No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATIONNO, DSA I hereby certify that I have inspected the above reported work in accordance with the 1/22/2009 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE com lies with the DSA approved documents. Yes: No: 0 Inspector Initials: N/A `signature audra*es the above work SCS6T 205 REV 7105 SOUTHERN CA FORNM SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 . Phone (760) 775-5983 Fax (760) 775-8362 SCSSIT FILE NO:. C X F PL I NC I I I FIX I I - FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ O. C. CONCRETE © ROOFING 1 WATERPROOFING ❑ P.T. CONCRETE/ STRESS ❑ EPDXY ANCHORS wHasE it. I DSA 1OSHPD FILE NO.: DUNE PALMS I BLDG 1200 N/A PERMIT NO.: 47-795 DUNE PALMS ROAD -- 06-4134 MW: 00_ 418 0822004P P.O. NO.: PAGE 1 OF 1 WELDING ❑ FIREPROOFING ❑ H.S. BOLTING n DSA APP. NO.: N/A LA QUINTA ARCHITECT: GRAYNER INTERACTIVE DESIGN GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN I l.GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAP GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAIN13USTER 900 POLYURETHANE SEALANT DATE: 12/24/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS) FIRST FLOOR. * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RAINBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH INSTALLATION. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials: M.W. OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected Complies with the OSHPD approved documents. Yes:= No:= Inspector Initials. N/A �--^ DSA I hereby certify that I have inspected the above reported work in accordance with the / requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. N/A Yes,=No: = Inspector Initials: MILES WOODARD SIGMA ICC #5077516-10 REGISTRATION NO, 12/24/2008 'SUPERINTENDEMS SIGNATURE DATE 'signature authorizes the above work or,K pn,K SOUTHERN CAUFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.; ooa2g 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 SCS81T FILE NO: 0822004P P.O. NO.: F C I I PL N� FIPane 1 nc 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 PROJECTTME: PHASEM DSAJOSHMRLENO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECTAMREW PERNrrNO.: 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: €NGINE€R INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: su13 CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CLASSIFICATION: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 12/31/2008 TIME ARRIVED: TIME DEPARTED: TDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS) FIRST FLOOR. * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"4" HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-8" AND ONTO THE VERTICAL WALL BELOW THE POT SHELVES A MIN OF 4". 6"X18"RIB LATH BUTTERFLIES WERE PLACED AT THE WINDOW CORNERS FOR REINFORCMENT. MILCOR IS USED AS STUCCO STOP IN MULTIPLE AREAS TO PROPERLY TERMINATE THE STUCCO. TEARS, CUTS, NAIL POPS ETC. ARE CAULKED WITH RA.INBUSTER 900 POLYURETHANE SEALANT. TOOK DIGITAL PHOTOS OF TYPICAL LATH 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 building laws. MILES WOODARD Inspector Initials: M.W. OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #507751&10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A lNSftCTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 12/31/2UU8 requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SIPEPoNTI]VDE4If5 SIGNATURE DATE Complies with the DSA approved documents. Yes: No: 0 Inspector Initials: N/A *signature authorizes the above work SCS&T 205 REV 205 SOUTHERN C-FORNUI SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00395 6280 RIVE ,DALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. FTDC P NC FIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CI. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING © EARTHBOUND PROJMMITLE: PHASE#: DM XWFV FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMR NO.: .. 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERALCONIRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CUISSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, I/2"-1" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 12/11/2008 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 3/4" IMP 216 AT LINE B 5.5 WAS INSTALLED IN THE PROPER LOCATION AS WAS THE 7/8" IMP 217 AT A- 15. AS PER RFI #357 AND #358. *EARTHBOUND SIESMIC HOLDOWN SYSTEM HAS BEEN ACTIVATED AT ALL SLACK JACK DEVICES. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (P) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W.OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-10 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INSP CTORS SIGNATURE REGISTRATION NO, DSA I hereby Certify that 1 have inspected the above reported work in accordance with the 12/ 1 1/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE corn Ies with the DSA approved documents. = Inspector Initials: N/A `signature authorizes the above work Yes: No: SCS&T M REV I/06 son- TES NG. NC. r!-] CALIFORNIA SOILCA 92120 * PhoneS& TEST6ING'7 NC. SOUTHERN 6280 RIVERDALE STREET, SAN DIE GO 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (76 SCSBT FILE NO:— NC FIX n PL n 1 ED MASONRY C' FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE LJ n= O, C. CONCRETE ❑ ROOFING I WATERPROOFING 11 ❑ P.T. CONCRETE 1 STRESS EPDXYANCHORS PHASE #: DSA/OSHPD FILE NO.: N/A IRaecrrmF: DUNE PALMS BLDG 1200ocafelT No.: 06-4134 a NE PALMS ROAD ENGINEERACTIVE DESIGN suecoNTRACTOR: BROWN MW: 00363 0822004P P.O. NO.: PAGE 1 OF 1 WELDING ❑ FIREPROOFING ❑ H.S. BOLnNG fill SHEAR NAIL DSA APP. NO.: N/A GRAYNER TONE FRAMING LA QUINTA LOCATION of WORK INSPECTED: BUILDING DING 1200 C MATERIAL CLASSIFICATION: 15/321 STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS TIME ARRIVED: TIME DEPARTED: DATE: 11/26/2008 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE SECOND FLOOR OF BUILDNIG 1200. *GENERAL SHEAR WALL INSTALLATION AS FOLLOWS, 15/32" STR 1 O.S.B NAILED PER 5/S1.5C SCHEDULE. 1 OD AND 8D FASTENERS WERE FLUSH NAILED WITH MIMMAL OVER PENETRATION WITH 1/2" EDGE NAILING DISTANCE AT PANEL EDGES AND ENDS. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL 2/S1.5C. A35 CLIPS WERE IN PLACE AT KING STUDS TOP BOTTOM AS AND PER 2/S1.5C AS WELL. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINES J 6-8- ADD SDS SCREWS AT BLOCKS PER 12/S6.3C *GRID LINES G 6-8- ADD SDS SCREWS AT LEDGER PER 6/S6.4C CBC J hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. M.W. Inspector Initials: 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 OSHPO approved documents. The work inspected rrrs"+ rnq- "me..f .J.,",c,A.» - Yes:No:u Inspector Initials: N/A DSA 1 hereby certify that 1 have inspected the above reported work in accordance with the renn)­m I, of BSA »nnrP,veA AardmenfS: S—Pline and Iw Iina were ranductwd in accordance with the requirements of the DSA approved documents. The work inspected f cOmPlies with the DSA approved documents. LYes=NojInspector Initials: N/A INSPECTORS NAME: (Printed) I P.E. REVIEW: MILES WOODARD SIGNATURE 'signature authorizes the above work ICC #5077516-10 REGISTRATION NO, 11/26/2008 DATE SOUTN- CALIFORNIA SOIL 6 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 SCSBT FILE NO: P.O. NO.: C OV PL NC FIX MW; 00356 0822004P PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Cl.C.CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXYANCHORS RED IRON GRT ❑ H.S. BOLTING n PROJECTTITLE: PHASE#: DSA/OSHPDFILE NO.: MAAPP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMR NO,; :LA 47795 DUNE PALMS ROAD 06-4134 QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CLASSIFICATION: HUB 100 H NON SHRINK HIGH STRENGTH GROUT ASTM C-1107 HUB 100 ALL RESIN CLEAR CURE DATE: 11/24/2008 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 14-14.8, J.5-6 AS WELL AS GRID LINES 4-6, J-H. A TOTAL OF 15 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. 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- OSHP I I hereby Certify that I have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents. The work inspected ICC #5077516-92 complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A INS 00R,, SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 11/24/2008 requirements of DSA approved documents. Sampling and testing were conducted in accordanoe with the requirements of the DSA approved documents. The work inspected 'SUPEPoNTENDENTS SIGNATURE DATE corn lies with the DSA approved documents. I. No: = Inspector Initials: N/A 'signature authorizes the above work SCS&T 205 REV ?/OB SOUTHERN CALIFORNIA SOIL S TESTING, INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00355 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.: FC� PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0 C. CONCRETE © ROOFING / WATERPROOFING ❑ P,T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECTTTILE: PHASEM DSA /OSHPDFILE NO.: OSAAPP. NO.: DUNE PALMS I BLDG 1200 N/A N/A PROJE ADDRESS PERMR NO.: .. 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT. ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SU BCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING/ DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL LASSIFICATION: 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 SEALANT. FONTANA VULCASEAL DATE: 11/24/2008 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 AS WELL AS THE INSTALLATION OF THE ROOF UNDERLAYMENT. 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. *GENERAL FELT INSTALLAITION LOOKS GOOD WITH Y-4" HEADLAPS AND 6" SIDELAPS WITH TWO LAYERS OF FONTANA VULCASEAL. PRIMARY FLASHINGS ARE BIBBED WITH FELT AND ARE SEALED AT THE FLASHING TO PIPE INTERSECTION. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 311.TOOK DIGITAL PHOTOS OF TYPICAL ROOF UNDERLAYMENT INSTALLATION. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 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 #5077510-10 complies with the OSHPD approved documents. NSA Yes:= No:= Inspector Initials: INSPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the - 11/24/2008 requirements of DSA approved documents. Sampling and testing were conducted in DATE accordance with the requirements of the DSA approved documents. The work inspected SUPERINTENDENTS SIGNATURE com lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A Srgrrature alAf10I2eS the above xmrfr SCS&T205 REV 206 SOUTHERN CI FORNM SOIL S TESTING. INC_ SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW. 00303 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.: �� PL NC FIX PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE* PFU1SEi: BSA 10SHPD FILE NO.: DSA APP. NO.: DUNE PALMS 1200 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAIN FILE NO.: 47795 DUNE PALMS ROAD 06-4134::1 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL IF17-n N: 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 3/4" AND 7/8" 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. 3/4" AND 7/8" ALL THREAD WERE EMBEDDED 201, 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 accordancewith the/�G✓J requirements of OSHPD approved documents. Sampling and testing were conductedin accordance with the requirements of the OSHPD approved documents. The work Inspected ICC #5077516-92 complies with the OSHPD approved documents. Yes. No:= Inspector Initials: N/A INSP TOR�RE REGISTRATION N0, DSA I 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. N/A 'signature authorizes the above work Yes: No: Inspector Initials: SCS&T 205 REV 2/06 I SOIL & TESTING, iNc. Z c- m SOUTHERN CALIFORNIA SOIL & TESTING; INC. 9 2 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 C PL I I NC I I I FIX SCS&T FILE NO. = r P.O. NO. • PAGE OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APR. NO.: PROJECT ADDRESS a t PERMIT NO.: PLAN FILE NO.: - '' - ARCHITECT: - _ -_ - - _ I` ENGINEER: — — - - 1 �- GENERAL CONTRACTOR: SUB CONTRACTOR: r f r 1_t C', ...�`-• %ter i ;, : LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: - h 1 DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: } tj ,'J 7 ! i ;, yt ,,'• 1lT. L C.1rJ '11 ( ___ - ..�^ a i. 1': �: t�`, pL ✓1 - .... �� ._ cf ,� C--•l, - T.1'_VIl t `i . r i_ h - C.-. ^ .�i ,'J J i' �•: J i '.l�_ i+.'4 - - 1 f r ,r lBulC P.E. REVIEW: I hereby certify that I have inspected the above reported work. Unless noted otherwise e work inspected is to the best of my knowledge in compliance with the approved plans, •cifications and applicable sections of the governing building laws. Ipector Initials -- INSPECTORS SIGNTATURE REGISTRATION NO. SA I hereby certify that I have inspected the above reported work in accordance with the - requirements of DSA approved documents. Sampling and testing were conducted in -: t. accordance with the requirements of the DSA approved documents. The work inspected *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. above authorizes the abwork Yes: No: Inspector Initials: Scs&T 205 REV 2rob SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL, & TESTING, INC. MW: 00265 6290 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 28"321 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 i OKLI16 E I " FX 1 PL NC I I fIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS 0 EPDXYANCHORS ❑ H.S. BOLTING ®DIAPHRAM NL PROJECT TITLE: PHASE tk DSAIOSHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMR NO.: .. 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERALCONTRACTM: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 1200 C MUERK CLASSIFICATIOW. 19/32" STR 1 APA RATED O.S-B.1 OD COMMON NAILS HATE: 9/29/2008 TIME ARRIVED° TIME DEPAIVI ED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 1200. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. I A.P.A. RATED O.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN IOD @ 6" O.C. ON BOUNDARY AND EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. DRAGS WERE NAILED @ 6" O.C. AS WELL. FASTENERS WERE FLUSH NAILED WITH MINIMAL OVER PENETRATION. NO DEFLECTION WAS GREATER THAN 1/2" WHILE STANDING ON THE UNBLOCKED SEAMS. NO GAPS WERE OBSERVED WHICH WERE GREATER THAN 1/4". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. COC t hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD .I hereby certify that] have inspected the above reported work in acoordance !dh the requirements of OSHPD approved documents. Sampling and testing were conducted in+- <'/� iCC #50775 i 6- i O accordance with the requirements of the OSHPD approved documents. The work inspected Conts with the �OS—HPID approved documents. YeN.= Inspector Initials: N/A IN CTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 9/29/2008 requirements of DSA approved documents. Sampling and testing were conducted In SLPEItI MI)ENTS DATE accmdance with the requirements of the DSA approved documents. The work inspected .SIMTURE corn lies with the DSA approved documents. Yes: No: Q Inspector Initials: N/A above work SCS&T 205 REv 20 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00286 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 � 1 PL I NC 1 1 FFIX PAGE 1 OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING CL C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS EARTHBOUND ❑ H.S. BOLTING n PROJECT TITLE: PHASE#: DMIOSHPO FILE NO.: DUNE PALMS BLDG 1200 N/A N/A PROJECT ADDRESS PERMR NO.: PLAQUINTA 47-795 DUNE PALMS ROAD 06-4134 ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 1200 C MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"- l" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 10/07/2008 TIME ARRIVED: TIME DEPARTED: FDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FIRST, SECOND AND THIRD FLOOR FINISHED ASSEMBLY. *GENERAL EARTHBOUND INSTALLATION APEARS TO BE IN ACCORDANCE WITH THE EARTHBOUND DRAWINGS. 1/2"- 1" ALL THREAD WERE COUPLED WITH BRIDGE TRIMMERS 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 LINE B -5.5 NEED TO EPDXY 3/4" EARTHBOUND PER RFI #357 AND #358. *GRID LINE A -15 NEED TO EPDXY 7/8" EARTHBOUND PER RFI #357 AND #358. 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 with the requirements of the OSHPD approved documents. The work Inspected h the OSHPD approved documents. dance : No:= Inspector Initials: N/A ti� �� ICC #50775 ] 6-] Q SIGNATUR� REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 10/07/2008 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 SCSdT 205 REV 2106 V CALIFORNIA -STING, INC� SOUTHERN CALIFORNIA SOIL a TESTING, INCMW: 00281 �y 6280 RIVERDALE STREET, SAN DIEGO CA 92120 `Phone (619) 280 4321 Fax (619) 280-4717 775-5983 Fax (76 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 0) 775 83L 0822004P SCS&T FILE NO: P.O. NO.: C FIX PAGE 1 OF 1 REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING (PROJECT D INSPECTION REPORT FOR: ❑ SHEAR NAIL C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑EPDXY ANCHORS ❑ H.S. BOLTING Uzi DSA APP. NO.: PHASE#: DSAIOSHPDFILENO.: NIA TITLE: BLDG 1200 N/A DUNE PALMS ECT ADDRESS 47-795 DUNE PALMS ROAD 06-4134 LA QUINTA INTERACTIVE DESIGN GRAYNER SUB CONTRACTOR: BROWN TONE FRAMING OF WORK IMPEL; I tu: BUILDING 1200 C 15/32" STR 1 O.S.B. 8D AND IOD FASTENERS ON SHEAR WALLS, CS16 COIL STRAP, A35'S/LTP4'S, SDS SCREWS TIME ARRIVED: TIME DEPARTED: E' 10/06/2008 DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE SHEAR NAILING FOR THE FIRST FLOOR OF BUILDNIG 1200 (IN PROGRESS). _ENERAL 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. CS16 COIL STRAP WAS IN PLACE TOP AND BOTTOM OF OPENINGS AS PER DETAIL S 1.5C-2. A35 CLIPS WERE IN PLACE AT KING STUDS TOP AND BOTTOM AS PER S1.5C-2 AS WELL. PUNCH LIST ITEMS ARE LISTED BELOW. **PUNCH LIST** *GRID LINE O 4-5 NAIL #6 SHEAR WALL PER S1.5C-5 SCHEDULE. *GRID LINE 7 N-O NAIL #6 SHEAR WALL. *SHEAR WALLS AT STAIRS NOT COMPLETE. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. M.W. Inspector Initials: 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 -om ,es with the OSHPD approved documents. N/A Is:= No:= Inspector Initials: —1 oSA 1 hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted In accordance with the requirements of the DSA approved documents. The work inspected corn�p lie—s —w1ith the DSA approved documents. N/A Yes: No: F71 Inspector Initials: P.E. MILES WOODARD ICC #5077516-10 REGISTRATION NO, 10/06/2008 'SUPERINTENDENTS SIGNATURE DATE -signature authorizes the above work Certificate of Occupancy T4&f oF 4QKMrw 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 # 1200) Use classification: APARTMENTS Building Permit No.: 06-4134 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL 7 �.. Date: November 24, 2009 Building Official CONSPICUOUS PLACE