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07-3212 (MFD5)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA; CALIFORNIA 92253 Application Number: 07-00003212 Property Address: 47795 DUNE PALMS RD APN: 600-020-030- - - Application description: DWELLING - 5 OR MORE FAMILY Property Zoning: REGIONAL COMMERCIAL Application valuation: 25073A Applicant: Architect or Engineer: � I = BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 7.77-7153 Dater 1/25/08 Owner: COACHELLA VALLEY HOUSING COALI 4570,1 MONROE ST 1-G INDIO, CA 92201 0 Contractors D 20fl� BROWN CONSTRUCTION, INC PO BOX 980700 WEST SARAMENTO, CA 95798 C�OF�QUIn (916) 373-9300 FMp►NCF'�E�. Lie. No.: 396120 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that.l am licensed under provisions of Chapter 91commencing with I hereby affirm under.penalty of perjury one of the following declarations: Section,7000) o_ f Division 3'of the.Business and Professionals Code, and my License is in full. force and effect. — I have and will maintain a'certificate a,f consent to self -insure for workers' compensation, as provided License Glass: B License Na.:' .396.120 for by Section. 3700 of the Labor Code, for the: performance of the: work for which this,permitis � t issued. ate: �Y fractor:._���YT I have,and will maintain workers compensation insurance, .as, required bySection 3700 ofthe Labor Code, for the performance of the`work for which this, permit is issued. My workers' compensation OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that,I arn exempt from the Contractor's State License, Law for the following reason, ISec: 7031:5; Business and Professions�Code: Anyoity-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 totile a signed statement that he or,she.is licensed,. pursuant to the provisionsof'the Contractor'sState License Law (Chapter9 (commencing with Section 7000) of Division;3 of the Business.and Professions Code) or that he or she, it exempt therefrom and the basis for the, alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the.applicant to a, civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the-property,.ormy employees with wages as their sole compensation, willdo the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If; however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving thathe or she did not build or improve for thepurposeof'sale.). (._ 1 1, as owner of the property, am exclusively contracting with licensed contractors`to construct the project (Sec. 7044,Business and Professions°Code: The Contractors' State License Law does: not apply to an owner of property who builds or improves thereon, and who contracts for the projects withya contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: - Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under, penalty of perjury that there,is arconstruction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: insurance carrier and policy number are: Carrier AMER. INC Policy Number 3424477 I certify that, in the performance,of the work for which this permit is issued, 1 shall not employ any person in any manner so:as to become subjectto the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation, provisions of Section 3700 of the Ggd shall forthwith comply with those provisions. plicani: t t'�• 9 r20%4 V G.1$ t 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 ($100,000). 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 for permit subject.to the conditions and restrictions set forth on this application. 1. Each,person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and,the applicant, each agrees to, andshall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission. related to the work being performed under or following, issuance of this permit. 2-. Any permit issued asa result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, orcessation of work for 180 days will subject permit to cancellation. I certify that.l have read this applicationand state that the above information is'correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives offtth/isr, /� tyto enter upon the above- mentioned' r ms tion purposes. Date: ! nature (Applicant or Agent): �N C�N=� I' LQPERMIT Application Number . . . . . 07-00003212 ------ Structure Information 4,661SF[TYPE:B-1]/V-NR/R-1,F-1/4+1MAINT ----- Other struct info . . . . . CODE EDITION 2001/2004/2005 #.BEDROOMS 9.00 FIRE SPRINKLERS FULLY FLOOD ZONE NO GARAGE SQ FTG 415.00 PATIO SQ FTG 243.00 NUMBER OF UNITS 4.00 1ST FLOOR SQUARE FOOTAGE 2138.00 2ND FLOOR SQUARE FOOTAGE 18'65..00 Permit . . . BUILDING PERMIT Additional desc . .. Permit Fee . . . . 1168.06 Plan Check Fee 759.20 Issue.Date . . . Valuation . . . . 250734 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 639.50 151.00 3.5000 THOU BLDG 100,001-500,000 528..50 Permit . . . MECHANICAL Additional desc:. Permit Fee 127.50 Plan Check Fee 31.88 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 4.5000 EA MECH VENT INST/ DUCT ALT 18.0.0 4.60 9.0000 EA MECH B/d <=3HP/100K BTU 36.0:0 5.00 6.500D EA MECH VENT FAN 32.50 4.,00 6..5000 ------------------------------------------------------------------------------- EA MECH EXHAUST HOOD 26.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 143.39 Plan Check Fee 35.85 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 4003.00 .0300 ELEC NEW RES - MULTI FAMILY 120.09 415.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 8.30 LQPERMIT Application Number . . . . . 07-00003212 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 318.00 Plan Check Fee 79.50 Issue Date . . . . Valuation . . . . 0 Expiration Date 7/23/08 Qty Unit Charge Per Extension BASE FEE 15.00 28.00 6.0000 EA PLB FIXTURE 168.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 4.00 7.5000 EA PLB WATER HEATER/VENT 30.00 5.0.0 3.0000 EA PLB WATER INST/ALT/REP 15.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM_ 9.00 8•.00 .7500 EA PLB GAS PIPE >=5 6.00 4.00 15.0660 EA PLB GAS METER 60.00 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 4,661SF [TYPE:B-1]/V-NR/RES-1, F;1/4-DU +1-MAINTENANCE - ALLOWABLE AREA INCREASES: MULTISTORY / FIRESPRINKLERS [2STORIES/24,000SF MAX] THIS PERMIT DOES NOT INCLUDE.SITEWALLS, SITE LIGHTING, CARPORTS OR TRASH ENCLOSURES. 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY CODE. [BUILDING:. 1100 - TYPE.: B-11 December 27, 2007 9:16:04 AM AORTEGA Other Fees . . . . . . . ACCESSIBILITY PLAN REVIEW 75.92 ART IN PUBLIC PLACES-RES 126.83 DIF COMMUNITY CENTERS--RES. 292.00 DIF CIVIC CENTER - RES 916.00 ENERGY .REVIEW FEE 75.92 .DIF FIRE PROTECTION-RES 128.00 DIF LIBRARIES - RES 1392.00 DIF PARK MAINT FAC - RES 84.00 DIF PARKS/REC - RES 3504.00 LQPEP-MIT Application Number . . . . . 07-00003212 --------------_-_-------------------- -------_----------- Other Fees . . . . . . . STRONG MOTION (SMI) RES 25.07 DIF STREET MAINT FAC-RES 156.00 DIF TRANSPORTATION - RES 4568.00 Fee summary Charged Paid Credited Due Permit Fee Total 1771.89 .00 .00 1771..89 Plan Check. Total 906.43 .00 .0.0 906.43 Other Fee Total 11283.74 .00 .00 11283.74 Grand Total 13962.06 .00 .00 13962.06 LQrERmrr 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 '41_00 Bolt Ho ri_ Dm\ L. _ RANI HO M(IE ED CALM HRNIA C92 270 Ms. Amy Yu, Engineering Assistant 11 Page Two December 24, 2007 Building # Plan Field Difference 7200 B 52.2 52.1 -0.1 8100 C 53.8 53.8 +0.0 8200 C 54.0 54.0 +0.0 8300 C 54.9 54.9 +0.0 8400 C 55.5 55.5 +0.0 0100 D 54.8 54.8 +0.0 1100 B 55.3 55.3 +0.0 1200 C 55.8 55.8 +0.0 If you have any questions, please contact our office. Very truly yours, j Charles R. Harris, PLS 4989 Director of Survey and Mapping CRH:tt EC: Mike Troth ��NPL LAND sG\ CHARLES R. �. cc HARRISCl- O 7ir Exp: 12i31 %07 Nj. No. 4989 FCAL .,4200 BOP, I- oi)L. DrivE -- RAv(-'110 MIRAcr CAI IFORNIA -- 91270 7AO-;-)(1_WRI I 7Ai1_:);_7Rq; w\v iv1CAc n�ici i ir�nlUi r n�a t Letter Transmittal Date: June 27, 2008 Via: Nand Delivery .lob #: 1786 To: Angelica Zarco CITY OF LA QUINTA Public Works/Engineering 78495 Calle Tampico La Quinta, CA 92253-1504 From: Chuck Harris Re: Form Certification Project: CVHC Dune Palms Neighborhood EC: Mike Troth ❑ Urgent ❑ For Review ❑ Please Comment ❑ As Requested ❑ Other STY. ITEM 1 Original, wetsigned and stamped form certification letter, Parcel 4 of Parcel Map No. 33588, Buildings 1100 and1200 e Comments: If you have any questions, or we can be of further assistance, please contact our office. Thank you. 34200 BOB 110PE DxttiT RANCHO MIRAGE'- 01 CAr.IFORNIA M 92270 '7/,0 ZIA OQ 1 t - "7! tl '1 ) 1 '7.'01 rn v m ,x it Nk! %AC A r,rN., ^,, ii Ti� oi-l-o 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 56.00 56.00 +0.00 11 Building 1200 56.50 ) 56.49 -0.01 I If you have any questions, please contact our office. Very truly yours, a .AND S�- � C:HARLES RN'," U HARRIS \ O Charles R. Harris, PLS 4989 -' ( No. 4989 Director of Survey and Mapping �Exp.12r31%09 �q CRH:tt \�� CQ`�, EC: Mike Troth �, CF CAL\ t2G(l f3c�ts Ho ,:: 1:3r avr I�AN Ht> �4TIRAGr W C'AL11-t�r NLA 0 t)�270 7f(1_1�is_0Stl1 7(AO-1-);_7RO 1�AV 0 Avvv,.v Ar1S:;�(-r1 tn'rin;�,lx�r'� �"�`�tia --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: 1100 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 o rRUCN�p� 41105 Vintage Circle . Temecula, CA 92591 . Telephone (951) 676-2529 . FAX (951) 699-3591 T SOUTHERN CALIFORNIA SOIL S TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: oos69 6280 RIVERDALE STREET, SAN DIEGO CA 92120' Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: ��1 PL NCI FII X �� oer_. 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 (� -7 PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, DATE: 3/1 O/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE FINISHED TILE ROOF ASSEMBLY FOR BUILDING 1100. `*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. *WORK OBSERVED APEARS TO BE IN ACCORDANCE WITH THE TRI ROOFING MANUAL AND PROJECT PLANS. CBC 1 hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 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 f 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 _ IN ECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/10/2009 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 SC58T 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: MW: 00561 0822004P �-�- P.O. NO.: I c I Xi� PLNC FIX PAGE 1 nF 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ❑X ROOFING / WATERPROOFING ❑ P,T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: 7BLDG PHASE#: DSAIOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 3/04/2009 TIME ARRIVED: TIME DEPARTED: FDESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1100, 'GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (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 OSHPO approved documents. Yes:= No:= Inspector Initials: N/A _ SPECTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 3/04/2009 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 lies with the DSA approved documents. Yes: No: = Inspector Initials: N/A 'signature authorizes the above work SC58T 205 REV ?/O6 SOUTHERN CA IFORNM SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00549 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 mul m- SCS&T FILE NO: 0822004P P.O. NO.: NC Flrn perl 1 nc FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE Q ROOFING I WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA 1OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUB CONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 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 1100. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, 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 45077516-10 complies with the OSHPD approved documents. 1. 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 2/27/2009 of DSA approved documents. Sampling and testing were Conducted in th the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE DATE the DSA approved documents.N/A = Inspector Initials: 22� 'signature aurhorrzes the above work scsaT 201 REV 21% SOUTHERN CALIFORNIA SOIL a TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00546 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.: IXII PL NC FIX PAGE I nF: I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE! STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE #: DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NC.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 2/26/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1100. *GENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE -OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBc I hereby certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, 7.E. 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 ECTORS SIGNATURE REGISTRATION NO, _ DSA I hereby certify that I have inspected the above reported work in accordance with the 2/26/2009 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: rn No: = Inspector Initials: N/A 'signature authorizes the above work SCSBT 205 REV ?106 SOUTHERN CA IFORNIA SOIL 6 TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC.: 00515 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: c P NC FIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING C{ C. CONCRETE © ROOFING / WATERPROOFING [IP.T. CONCRETE/ STRESS [I EPDXYANCHORS [I H.S. BOLTING ❑ PROJECT TITUR PHASEM DSA /OSHMFILE NO.: MAAPP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT- ENGINEER, INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 ROOF TILE IN PROGRESS MATERIAL CLASSIFICATION: FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, MCA CLAY ROOF TILE, PACIFIC MASTIC, 5/16" 8D ROOFING NAILS, WIND CLIPS DATE: 2/11/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF TILE INSTALLATION (IN PROGRESS) FOR BUILDING 1100. FGENERAL ROOF TILE INSTALLATION (IN PROGRESS) LOOKS GOOD. TILE ARE SECURED WITH ONE 5/16" HEAD ROOFING NAIL PER TILE OVER TWO LAYERS OF #30 FONTANA VULCASEAL. WIND CLIPS WERE PLACED ON THE NOSE OF THE FIRST COARSE OF TILE. PRIMARY AND SECONDARY FLASHINGS ARE SEALED WITH MASTIC AND ARE BIBBED WITH FELT. HIP AND RIDGE NAILERS HAVE FELT UNDER AND OVER ONTO THE ROOF DECK 3" MIN. NO OVEREXPOSED TILE WERE OBSERVED. TOOK DIGITAL PHOTOS OF TYPICAL ROOFING INSTALLATION. **WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PLANS AND THE TRI ROOFING MANUAL. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (PAnted) 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 2/1 1 /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:O Inspector Initials: N/A signature authorizes the above work scsarzosREV yos SOUTHERN CALIFORNIA SOIL & TESTING. INC. C M rA SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00481 6290 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 PL NC FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE I nF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE/STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECTTTILE: PHASE* DSA MWO FILE NO.: DSAAPP.NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 MATERIAL CLASSIFICATION: GMC 60 MIN BUILDING PAPER X 2 LAYERS, RAINBUSTER 900 POLYURETHANE SEALANT, MFM SUBSEAL 16 GAUGE GALVANIZED STAPLES, 1.5" LEG, 15/16" CROWN, 6"X 18" GALVANIZED LATH BUTTERFLY'S, MFM SUBSL DATE: 1/28/2009 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 WILL BE REPAIRED PRIOR TO SCRATCH KOTE INSTALLATION. CRC 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 goveming 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 v ICC 45077516-10 Complies with the OSHPD a p sp ctorInoals: s. N/A Yes: No:O Inspector Initials: + INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that 1 have inspected the above reported work in accordance with the 1/28/2009 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 SCSBT 205 REV 2105 SOUTHERN CALIFORNIA SOIL B TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00435 6280 RIVERDALE STREET, SAN DIEGO CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 * Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: c PL NC FIX PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING Q. C. CONCRETE ® ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING n PROJECT TITLE: PHASE is DSA IOSHPD FILE NO.: DM APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: „ 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT. ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR SUBCONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 1100 B-I MATERIAL IFICATION: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: 1/06/2009 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS). * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS Y-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 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. N/A Yes:= No:= Inspector Initials: INSPECTO SI IIITURE REGISTRATION NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 1/06/2009 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 corn lies with the DSA approved documents. N/A = 'signature authorizes the above work Yes: No: Inspector Initials: SCSIT205 REV 2M SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00458 6280 RIVERDALE STREET, SAN DIEGO CA 92120 s Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO: 0822004P P.O. NO.: I c I X1 PL NC I FIX PAGE 1 OF. FIELD INSPECTION REPORT FOR: U REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE © ROOFING / WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ❑ PROJECT TITLE: - PHASE#: MAIOSHPDFILE NO.: DSA AM. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN VILt NIU.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: HrGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTWTOR: SUB CONTRACTOR: BROWN GUY EVANS/ CALIFORNIA PLASTERING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 MATERIAL IFICA ON: PELLA FIBERGLASS WINDOWS, 12" MFM SUBSEAL, PELLA BUTYL TAPE GMC 60 MIN BUILDING PAPER X 2 LAYERS, MFM SUBSEAL, RAINBUSTER 900 POLYURETHANE SEALANT DATE: I/1SI2OO9 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE LATH INSTALLATION (IN PROGRESS) SECOND FLOOR. * TWO LAYERS OF GMC 60 MIN BUILDING PAPER HAS 3"-411 HEADLAPS AND 6" SIDELAPS . POT SHELVES HAVE SOLID BACKING WITH MFM SUBSEAL EXTENDED UP THE SILL AND SIDE WALLS APROX. 6"-811 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. MII.COR 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 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 N0, DSA I hereby certify that I have inspected the above reported work in accordance with the 1/15/2009 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected SIGNATURE com lies with the DSA approved documents. N/A 'signature authorizes the above work Yes: No: Inspector Initials: SCS&T 2D5 REV zros SOUTHERN CALIFORNIA SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW_ 00396 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 PL NC FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE I OF I FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING I WATERPROOFING ❑ P.T. CONCRETE / STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ® EARTHBOUND PROJECT TITLE: PHASE #: DSAIOSHPD FILE NO.: DSAAPP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.:PLAN FILE NO.: 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: BROWN SUB CONTRACTOR:* TONE FRAMING LOCATION OF WORK INSPECTED: - BUILDING 1100 B-1 MATERIAL CLASSIFICATION: EARTHBOUND SEISMIC HOLDOWN SYSTEM ICBO#5378, 1/2"-3/4" ALL THREAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATE: 12/ 11 /2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORD( 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. *EARTHBOUND SIESMIC HOLDOWN SYSTEM HAS BEEN ACTIVATED AT ALL SLACK JACK DEVICES. CBC 1 hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in / ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected Compiles with the OSHPD approved documents. N/A Yes= No.= Inspector In'Itbals: INSPECTORS SIGNATURE REGISTRATION NO, DSA 1 hereby certify that I 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 accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDEMS SIGNATURE PATE Compiles with the DSA approved documents. N/A Q InspectorInitials: signature authorizes the above work SCsaT 205 REV 206 Yes:=No: SOUTHERN C/ FORNIA CALIFORNIA SOIL &TESTING, INC. MW. 00362 Son-& rEs�G• INC. SOUTHERN 6290 RIVERDALE STREET, SAN DIEGO CA 92120 " Phone (619) 280 4321 Fax (619) 280 4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 ' Phone (760) 775-5983 Fax (760) 775-8362 0822004P SCS81T FILE NO: l P.O. NO.: C P� NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: ❑REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING :[]FIRE: FINGO. C. CONCRETE ROOFING I WATERPROOFING P.T. CONCRETE/ STRESS ❑ EPDXYANCHORS ❑ H.S. BOLTING DSA APP. NO.: DUNE PALMS BLDG 1100 47-795 DUNE PALMS ROAD INTERACTIVE DESIGN DATE: 11/26/2008 12" MFM N/A 07-3212 N/A LA QUIZ GRAYNER tUY EVANS 1100 B-1 IWS_ PELLA BUTYL TAPE RAINBUSTER 900 POLYURETHANE SEALANT TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE WINDOW INSTALLATION (IN PROGRESS). * WINDOWS WERE INSTALLED WITH THE NEW INSTALLATION PROCEDURE AS REQUESTED. TWO BUTTERFLY'S OF MFM SUBSEAL WERE INSTALLED AT THE UPPER CORNERS OF THE RECESSED WINDO' i NEXT THE INSTALLATION OF PELLA TAPE WAS PLACED INSIDE THE ROUGH OPENING AT THE SILL. MFM SUBSEAL WAS INSTALLED AT THE POT SHELF/ SILL RUN UP THE VERTICAL RISE AND ON THE SIDE WALLS 6"-8". NEXT 12" MFM SUBSEAL WAS INSTALLED AT THE JAMBS IN WEATHERBOARD FASHION. PELLA BUTYL TAPE WAS PLACED OVER THE NAILING FIN TO ENCAPSULATE THE FASTENERS, FOLLOWED BY THE HEAD FLASHING OF 12" MFM SUBSEAL. TOOK DIGITAL PHOTOS OF TYPICAL WINDOW INSTALLATION. CBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the 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 complies with the OSHPD approved documents. N/A Yes: No:Q Inspector Initials: _ DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in h accordance with the requirements of the DSA approved documents_ The work inspected cornl les with the DSA approved documents. N/A ves: No: = Inspector Initials: MILES WOODARD INS T—ORS SIG"TU§E ICC #5077516-10 REGISTRATION NO, 11/26/2008 SUPERINTENDENTS SIGNATURE DATE -Signature authorizes the above work I SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00358 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 71 INC I I FIX SCSBT FILE NO: 0822004P P.O. NO.: PAGE 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 F1 PROJECTTIT.E PHASE* DMIMPDFILENO.: DUW.NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN.. 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN DRI ROOFING LOCATION OF WORK INSPECTED: BUILDING 1100 B-I WATERIN.CLASSIFICATift FONTANA VULCASEAL #30 ASTM D-226 TYPE II, ICBO ES ER-5434, PACIFIC MASTIC AND 7/8" PLASTIC CAP NAILS DATE: 11/25/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF UNDERLAYMENT INSTALLATION (IN PROGRESS) FOR BUILDING 1100. *GENERAL ROOF UNDERLAYMENT LOOKS GOOD WITH TWO LAYERS OF #30 FONTANA VULCASEAL INSTALLED WITH 3-4" HEADLAPS AND 6" SIDELAPS SECURED WITH 7/8" PLASTIC CAP ROOFING NAILS. FELT IS RUN UP THE Z-BAR BACKING AND OVER THE RAKED EDGES A MIN. OF I". ALL INSIDE AND OUTSIDE CORNERS HAVE MASTIC IN PLACE. PRIMARY FLASHINGS ARE BIBBED WITH FELT AND ARE SEALED AT THE PIPE TO FLASHING INTERSECTION WITH MASTIC. HIP AND RIDGE NAILERS HAVE FELT RUN UNDER AND OVER ONTO THE ROOF DECK A MIN. OF 3". TOOK DIGITAL PHOTOS OF TYPCIAL ROOF UNDERLAYMENT INSTALLATION. **WORK OBSERVED APEARS TO BE PER PLAN AND TRI ROOFING MANUAL. CBC I hereby certify that I have inspected the above reported work Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, MILES WOODARD specifications and applicable sections of the governing building laws. Inspector Initials: M.W. OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected ,. ce lies with the OSHPD approved documents. N/A Yes No:= Inspector Initials: INACTORS SIGNATURE REGISTRATION NO, DSA I hereby certify that I have Inspected the above reported work in accordance with the 11/25/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected cam lea with tha DSA approved documents. N. inspector Initials: N/A 'signature authorizes the above work scsaT zos REV vr>s Yes: p SOUTHERN CALIFORNIA SOIL 6 TESTING, INC. FMV1 SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00357 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 280-4321 Fax (619) 2804717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 - Phone (760) 775-5983 Fax (760) 775-8362 PL NC FIX SCS&T FILE NO: 0822004P P.O. NO.: PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING 0. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE I STRESS ❑ EPDXY ANCHORS ❑ H.S. BOLTING © GROUT IRON PROIECTT TILE: PHASE #. DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: •• 47795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT,. ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN SDR LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 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. A TOTAL OF THREE BASE PLATES. *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. 7 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 #5077516-92 1<:-CTORS accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No:= Inspector Initials: N/A 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 SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected corn lies with the DSA approved documents. N/A = Inspector Initials: 'signature authorizes the above work SCS&T 205 REV 2/06 Yes: No: SOIL 8 TESTING, INC- SOUTHERN CALIFORNIA SOIL & TESTING INC. 5 1 '3 9 3 a 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. ` �l P.O. NO.: C PL NC I I FIX i I PAGE f 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.: qr DSA APR. NO.: PROJECT ADDRESS j PERMR NO.: PLAN FILE NO.: ARCHITECT: ENGINEER: t f!- 1 _ _ GENERAL CONTRACTOR:- AA SUB CONTRACTOR: 1 LOCATION OF WORK INSPECTED: r L•. i � I MATERIAL CLASSIFICATION: _ DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: i - - j -� R 1 � Z, - 4, � +}; --, � •+�% �. r ' -_ - : i ., i_ �. �^..r` .iC. Jr,i ,` F 4 , �.'C7 L.J•) I �E - tr,t 2' jV E /v i_! _ l� - f Ili i4"I ter`Yt.' - -� J - 1 t.• _ _ L7�i P.E. REVIEW: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, -- JILthe work inspected is to the best of my knowledge in compliance with the approved plans, ,.-:,_•- �: _-'-- " ectlications and applicablesections of the governing building laws. _ lspector Initials I`" I- INSPECTORS SIGNATURE : •' REGISTRATION NO. DSA I hereby certify that I have inspected the above reported work in accordance with the �y' _• z _ requirements of DSA approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected 'SUPERINTENDENTS SIGNATURE` DATE ' complies with The DSA approved documents. *signature authorizes the above work Yes: No: Inspector Initials: scs&r 205 REV 2t06 SOUTHERN CAUFORNIA 101EaT ST G'mc. i SOUTHERN CALIFORNIA SOIL & TESTING, INC. MW: 00263 6280 RIVERDALE STREET, SAN DIEGO CA 92120 * Phone (619) 290-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G,INDIO, CA 92201 * Phone (760)775-5983 Fax (760) 775-8362 SCSBT FILE NO: 0822004P P.O. NO.: l l PL I NCI IFix PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING ❑ FIREPROOFING O. C. CONCRETE ROOFING/ WATERPROOFING ❑ P T. CONCRETE ISMS ❑ EPDXY ANCHORS ❑ H.S. BOLTING ® DIAPHRAM NL PROIECTWilk PHASE#: DSAIOSHPDFILENO.: MAW.NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECrADDRESS PEWIT NO.: FLM NL& Mu... 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHITECT: ENGINEER: INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR: BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 1100 B-1 MATER I ION: l 9/32N STR I APA RATED O.S_B. I OD COMMON NAILS DATE: 9/29/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE ROOF DIAPHRAGM NAILING FINISHED ASSEMBLY FOR BUILDING 1100. *THE ROOF SHEATHING OBSERVED WAS 19/32" STRUCT. I A.P.A. RATED D.S.B., UNBLOCKED. DIAPHRAM NAILING WAS PER PLAN I 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". NO PIPES OR PENETRATIONS WERE OBSERVED IN THE VALLEYS. *FRAMER WALKED THE ROOF SHEATHING WITH ME DURRING INSPECTION AND TOOK CARE OF MINOR CORRECTIONS ON THE SPOT. *WORK OBSERVED APEARS TO BE ACCEPTABLE AS PER PROJECT PLANS AND TRI ROOFING MANUAL. CBC 1 hereby certify that I have inspected the above reported work. Unless noted of HWMse, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best thf my knowiedge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. O-RWD I hereby certify that J have inspected the above reported work.in accordance vAth .the requirements of OSHPD approved documents. Sampling and testing were conducted In ICC #5077516-10 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPO approved documents. Y No= Inspector Initials: N/A CTORS SIGNATURE REGISTRA110N NO, OSA 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 'SUPERINTENDENTS DATE accordance with the requirements of the DSA approved documents. The work inspected .SKARTURE 'complies with the DSA approved documents. N/A Q 'signature authorizes Ore above work REV 2105 Yes:=No: Inspector Initials: SCSaT 205 C SOUTHERN CA IFORNM 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 I c I t� l I "'L 1 1 NC FIX MW: 00262 0822004P PAGE I OF FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE REINFORCED MASONRY [I WELDING ❑ FIREPROOFING O.C.CONCRETE ] ] ROOFING I WATERPROOFING [] pT,CONCRE ISTRESS 0 EPWANCHORS (] H.&SMUNG1X7EARTHBOUND PlorcTMIE: PHASE*. DSAIOSHPDFILENO.: DSANIRNO.: DUNE PALMS BLDG 1100 N/A N/A PRQIECTADDRESS PERMRNO.: .. 47-795 DUNE PALMS ROAD 07-3212 LA QUINTA ARCHIT€cr: EWMEM INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN TONE FRAMING LOCATION OF WORK INSPECTED: BUILDING 1100 B-I MATERIAL CLASSIFICATION: _EARTHBOUND SEISMIC BOLDOWN SYSTEM JCBO#5378, 1 /2"- I ALL TIBMAD, COUPLERS AND SLACKJACKS, BEARING PLATES DATIE: 9/26/2008 TIME ARRIVED: TIME DEPARTED: DESCRIPTION OF WORK INSPECTED: *ON SITE FOR THE LIMITED VISUAL INSPECTION OF THE EARTHBOUND SIESMIC HOLD DOWN SYSTEM FOR THE FIRST AND SECOND FLOOR. *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 F-13 1 /2" EARTHBOUND ALL THREAD IS TOO CLOSE TO THE BRIDGE TRIMMER AT THE FLOOR LINE CENTER ROD IN STUD BAY AS PER SH-2. B ON THE EARTHBOUND DRAWINGS. CHC l hereby Certify that I have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME: (Printed) P.E. REVIEW: the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. MILES WOODARD Inspector Initials: M.W. OSHPD 1 hereby certify that J have inspected the above reported work in accordance with the requirements of OSHPD approved documents. Sampling and testing were conducted in ICC #50775 i 6-I 0 accordance with the requirements of the OSHPD approved documents. The work inspected complies with the OSHPD approved documents. Yes:= No= Inspector Initials: N/A 1 PECTORS SIGNATURE FEGISMMON NO, DSA I hereby certify that I have inspected the above reported work in accordance with the 9/26/2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected Go I' w��..ith the DSA approved documents. In I Inspector Initials: N/A signature authorizes the above work REV Ttt18 Ye No: scsarzoe SOUTHERN CALIFORMIA SOIL a TESTING, INC. SOUTHERN CALIFORNIA S OIL & TESTING, INC. MG: 000101 6280 RIVERDALE STREET, SAN DIEGO CA92120 *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 IC I ) I PL NC 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. soLnNG 5a PULL TESTING PROJECT TITLE rpm* DSA /OSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMIT NO.: PLAN Fit& NO.: 47795 DUNE PALMS RD. n 7_ 3 Z 1 Z N/A ARCHITECT: ENGINEM INTERACTIVE DESIGN GRAYNER GENERAL CONTRACTOR: SUBCONTRACTOR BROWN N/A LOCATION OF WORK INSPECTED: PULLTEST B.2/10, C/17, &F/21 MATERIALCA N: DOUBLE JACK # DB I & 1" ALL -THREAD DATE: 08-25-2008 TIME ARRIVED: TIME DEPARTED: 9AM 1100AM DESCRIPTION OF WORK INSPECTED: ONSITE AS REQUESTED TO PROVIDE PULL TESTING OF I" EARTHBOUND ALL -THREAD. JACKS WERE SET OUTSIDE OF SHEAR CONE BEARING ON SLAB ON GRADE. THREE LOCATIONS WERE TESTED, TWO @ EXTERIOR FOOTINGS AND ONE @ AN INTERIOR FOOTING. WHEN 1" RODS WERE BROUGHT TO FULL PRESSURE THERE WAS NO VISIBLE DROP IN PRESSURE, SLIPPAGE, OR CRACKING OF CONCRETE. PULL TESTING OF I" EARTHBOUND ALL -THREAD WAS EXECUTED USING GAUGE # DJ1 & RAM # DJ1 TO A GAUGE PRESSURE OF 580OPSI (24,000LBS), WHICH IS IN AGREEMENT WITH THE CALIBRATION SHEET OF 8-22-2008. WORK WAS IN GENERAL CONFORMANCE WITH SPECS. END REPORT. CBC I hereby certify that 1 have inspected the above reported work. Unless noted otherwise, INSPECTORS NAME; (Prin" PAL 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. M. GERHVUNSK Inspector Initials: MG OSHPO I hereby certify that 1 have inspected the above reported work in accordance with the i requirements of OSHPO approved documents. Sampling and testing were conducted in 5274303- 49 LZ accordance with the requirements of the OSHPD approved documents. The work inspected com ties with the OSHPD approved documents. Yes:In No:= Inspector Initials: N/A INSPECTORS SIGNATURE REGISTRATION NO. DSA I hereby certify that 1 have inspected the above reported work in accordance with the 08-25-2008 requirements of DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DATE accordance with the requirements of the DSA approved documents. The work inspected com ias with the DSA approved documents. Q Inspector Initials: N/A signatureaulhve onzestheabowork scssT2osREVzos Yes:INo: SOUTHERN cALIFORHU 8O1LaTEST,�o.'�`. SOUTHERN CALIFORNIA SOIL & TESTING, INC. MG: 000098 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&DT FILE NO: 0822004P P.O. NO.: I C�� PL NC FIX ifRAGE 1 of 1 FIELD INSPECTION REPORT FOR: ❑ REINFORCED CONCRETE ❑ REINFORCED MASONRY ❑ WELDING I ❑ FIREPROOFING O. C. CONCRETE ❑ ROOFING / WATERPROOFING ❑ P.T. CONCRETE 1 STRESS ® EPDXY ANCHORS ❑ H.S. BOLTING (-I PROJECT TITLE PHASE $. DSA IOSHPD FILE NO.: DSA APP. NO.: DUNE PALMS BLDG 1100 N/A N/A PROJECT ADDRESS PERMn NO.: .. 47795 DUNE PALMS RD. 07-3212 N/A ARCHITECT: ENGINEER INTERACTIVE DESIGN GRAYNER GENERAL. CONTRACTOFt SUBCONTRACTOR: BROWN SDR LOCATION OF WORK INSPECTED: BLDG 1100 -14ATERIAL CLASSIFICATION: EARTHBOUND 1" RODS AND HILTI HY - 150 EXP 11/08 DATE: 08-22-2008 TIME ARRIVED: TIME DEPARTED: 830AM I030AM DESCRIPTION OF WORK INSPECTED: ARRIVED ONSITE AS REQUESTED TO PROVIDE INSPECTION OF DRILLED EPDXY ALL THREAD FOR TESTING OF EARTHBOUND FIXES. AS REQUESTED A SAMPLE OF THREE V RODS WERE EPDXIED TODAY, ONE @ AN INTERIOR FOOTING AND TWO @ EXTERIOR FOOTINGS. SDR SUBBED THE DRILLING OF HOLES OUT TO PENNHALL. PENNHALL CORED THREE 1 1/8" HOLES @ B.2/10, C/17, & F/21. HOLES WERE VACUUMED OUT BY PENHALL, SDR USED COMPRESSED AIR & NYLON BRUSH. PLACEMENT OF 1" RODS HAD MINIMUM 44" CLEAR TO EXISITING HOLDDOWNS. RODS WERE PLACED IN A TWISTING FASHION USING HILTI HY - 150. 1" RODS WILL BE PULL TESTED ON MONDAY 8-25-2008 TO 24,000 LBS AS REQUESTED BY THE STRUCTURAL ENGINEER. WORK OBSERVED WAS IN GENERAL CONFORMANCE WITH PLANS AND SPECS. END REPORT. CBC I hereby centfY that I have inspected the above reported work. Unless noted othervwse, INSPECTORS NAME: (P� P E REVIEW: the work inspected is to the best or my knowledge in compliance with the approved plans, spedfications and appliceble sections of lire governing building laws. M. GERIIvIINSKY Inspector Initials: MG OSHPO I hereby certify that 1 have inspected the above reported work in accordance with the requirements of OSHPO approved documents. Sampling and testing were conducted in 5274303-49 accordance with the requirements of the OSHPD approved documents. The work inspected co s with the OSNPD approved documents. YesfitNo= Inspector Initials: N/A INSPECTORS SIGt TORE REGISTRATION NO, DSA I hereby certify that 1 have inspected the above reported work in accordance with the 08-22-2008 requirements or DSA approved documents. Sampling and testing were conducted in 'SUPERINTENDENTS SIGNATURE DALE accordance with the requirements of the DSA approved documents. The work inspected complien with the DSA approved documents. N/A Inspector Initials. signature authorizes the above work scsaTaasaEvwe YesNo:= Certificate of Occupancy T-Vf 4 4 a" 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 # 1100) Use classification: APARTMENTS Building Permit No.: 07-3212 Occupancy Group: R-1 Type of Construction: V-NR Land Use Zone: CR Owner of Building: COACHELLA VALLEY HOUSING COALI Address: 45-701 MONROE ST 1-G City, ST, ZIP: INDIO, CA 92201 By: STEVE TRAXEL Date: November 24, 2009 Building Official