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BCOM2014-1009 Revision 1Applicant: ALAN SANBORN 71-780 SAN JACINTO SUITE E-1 RANCHO MIRAGE, CA 92270 1`,*0 d 2 c 2014 CITY OF LA CO'.1,'NUNITY DE ELORUEN DT NT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B cense No.: 699640 Date: G Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: 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 therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended. or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 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 with a contractor(s), licensed pursuant to the Contractors' State License Law.). (_j I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Contractor: D W JOHNSTON CONSTRUCTION INC 1445 N SUNRISE WAY SUITE 203 PALM SPRINGS, CA 92262 (760)416-1144 Llc. No.: 699640 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 oftheyvglk for which this permit is issued. Znhave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: 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 California, and agree that, if I should becomes ject to the workers' cope sation provisions of Section 3700 of the Labor I shall fo ith comply with t se p visio s. Date: Applicant: WARNI : FAI URE 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 Building Official for a 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, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. . 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws r ing Wbuing construction, and here authorize representatives of this city to u o. mentioned pro erty f r ins ection purposes. c Date: �/ Signature (Applicant or Agent) � Quiaro VOICE (760) 777-7125 78-495 CALLE TAMPICO D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/24/2014 Application Number: BCOM2014-1009 Owner: Property Address: 78120 CALEO BAY LLQ PARTNERS APN: 643200008 801 S RAMPART BLV Application Description: ADDITION TO THE CHATEAU HOTEL LAS VEGAS, NV 92253 Property Zoning: Application Valuation: $345,950.00 Applicant: ALAN SANBORN 71-780 SAN JACINTO SUITE E-1 RANCHO MIRAGE, CA 92270 1`,*0 d 2 c 2014 CITY OF LA CO'.1,'NUNITY DE ELORUEN DT NT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B cense No.: 699640 Date: G Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: 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 therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended. or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 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 with a contractor(s), licensed pursuant to the Contractors' State License Law.). (_j I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Contractor: D W JOHNSTON CONSTRUCTION INC 1445 N SUNRISE WAY SUITE 203 PALM SPRINGS, CA 92262 (760)416-1144 Llc. No.: 699640 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 oftheyvglk for which this permit is issued. Znhave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: 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 California, and agree that, if I should becomes ject to the workers' cope sation provisions of Section 3700 of the Labor I shall fo ith comply with t se p visio s. Date: Applicant: WARNI : FAI URE 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 Building Official for a 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, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. . 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws r ing Wbuing construction, and here authorize representatives of this city to u o. mentioned pro erty f r ins ection purposes. c Date: �/ Signature (Applicant or Agent) FINANCIAL ,• 1• DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $614.90 $614.90 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $171.60 $171.60 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT - QTY AMOUNT PAID PAID DATE ADDITION, FIRST 100 SF 101-0000-42400 0 $120.12 $120.12 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ADDITION, FIRST 100 SF PC 101-0000-42600 0 $168.74 $168.74 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid forADDITION: $1,075.36 $1,075.36 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ART IN PUBLIC PLACES - COMMERCIAL 270-0000-43201 0 $1,729.75 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forART IN PUBLIC PLACES - AIPP: $1,729.75 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 3.25 $471.25 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY PLAN CHECK - ESG 101-0000-42600 4.217 $413.28 $413.28 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid for BLDG CITY STAFF - PER HOUR: $884.53 $413.28 DESCRIPTION ACCOUNT' QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $14.00 $14.00 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid forBUILDING STANDARDS ADMINISTRATION BSA: $14.00 $14.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - TOURIST COMMERCIAL - CIVIC CENTER 252-0000-43200 0 $4,719.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - TOURIST COMMERCIAL - FIRE PROTECT. 257-0000-43200 0 $2,171.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - TOURIST COMMERCIAL - STREET MAINT. 255-0000-43200 0 $845.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - TOURIST COMMERCIAL - TRANSPORTATION 250-0000-43200 0 $20,670.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for DIF -TOURIST COMMERCIAL: $28,405.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NON-RESIDENTIAL, EA ADDITION 2,000SF 101-0000-42403 0 $71.50 $71.50 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NON-RESIDENTIAL, EA ADDITION 2,000SF, PC 101-0000-42600 0 $19.06 $19.06 11/3/14 PAID BY METHOD RECEIPT #. CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NON-RESIDENTIAL, FIRST 2,000SF 101-0000-42403 0 $107.25 $107.25 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NON-RESIDENTIAL, FIRST 2,000SF, PC 101-0000-42600 0 $82.94 $82.94 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid for ELECTRICAL - NEW CONSTRUCTION: $280.75 $280.75 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $429.00 $429.00 11/3/14 PAID BY • METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $285.96 $285.96 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE 101-0000-42402 0 $429.00 $429.00 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE PC 101-0000-42600 0 $285.96 $285.96 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $274.16 $274.16 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN PC 101-0000-42600 0 $109.71 $109.71 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid for MECHANICAL: $1,813.79 $1,813.79 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $655.19 $655.19 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid forNEW CONSTRUCTION PERMIT: $655.19 $655.19 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,400.00 $1,400.00 7/30/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R560 1811 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $0.92 $0.92 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,400.92 $1,400.92 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $488.72 $488.72 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $488.72 $488.72 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $11.92 $11.92 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU T DESCRIPTION ACCOUNT— QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $23.83 $23.83 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT 101-0000-42401 0 $11.92 $11.92 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT PC 101-0000-42600 0 $7.15 $7.15 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $11.92 $11.92 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $11.92 $11.92 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid for PLUMBING FEES: $1,056.10 $1,056.10 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - COMMERCIAL 101-0000-20308 0 $96.87 $96.87 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $96.87 $96.87 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE LODGING 224-0000-20320 0 $13,987.48 $13,987.48 11/3/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY LLQ PARTNERS CHECK R2631 1942 PJU Total Paid forTUMF - LODGING: $13,987.48 $13,987.48 TOTALS: P.O. BOX 1504 APPLICATION ONLY Building L� �� ,() 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 Owner , L_ L Q r(V BUILDING: TYPE CONST.y OCC. GRP. P-1 Mailing OO Addresses "79- - I zu C-A�l �j 1-11 j, A.P. Number cityTe 1.Cc ` U l�� ZI��o-.L�J �j 760'285- Go Q? Le a� s5ript1 q-Pa� 6G � 1kB i= M � P -Z;7Q� Z Contractor Proj ct Description W o (+n)siIDA) CPK)glg cc, . u 11 Address 1 S , SAN e tsE WAY sm z o3 � ty[ Zip Tel. Plb A, - -2f 0A S 1 bo - 41b- I ►y-� State Lic. City Sq. Ft.�, No. No. Dw. & Classif. Lic. # Size I Stories Z Units I Arch., Engr.,,.6�Q� ^ /� New® Add AlterO RepairO Demolition Designer A Address Tel. City Zip State nn a Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I licen d under pr visions of Chapter 9 (commenci with coon 7000) J U L 3 0 2014 T n 3 of t I nd Pr ns Code, and my license 4v �pdyffect. S NATURE -.(� V ]' DATE CRY OF LA QUINTA OWNER-BUILDER DECLARATION Estimated Valuation VEU)PMENTDEPARTMENT I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve,demolish, or repair any structure, prior to its issuance also requires the applicant for PERMIT AMOUNT such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tors License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any Plan Chk. Dep. , Q 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 ($500). Plan Chk. Bal. 01, 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 Profes- Const. sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that Mech. such 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 that he did Electrical not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the Plumbing project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply S. M. 1. to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading OI am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date Owner Infrastructure WORKER'S COMPENSATION DECLARATION I hereby affirm that 1 have �e_rtifica con nt to self-insure, or a certificate of Worker's �( Compens Q I sur c r it i)ied co Policy No. U C mpany O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM TOTALQ WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation CONTACT INFORMATION or less). I certify that in the performance of the work for which this permit is issued, I shall not employ NAME: any person in any manner so as to become subject to Workers' Compensation Laws of California. PHONE: Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ZONE: BY: Minimum Setback Distances: CONSTRUCTION LENDING AGENCY Front Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work for Rear Setback from Rear Prop. Line which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Side Street Setback from Center Line Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to Side Setback from Property Line expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. FINAL DATE INSPECTOR I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Issued by: Date Permit Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE YOUNG,. ENGII�L-ERINGfi3 L� 31 ,*?'..,.'..r.::.$:�Y'.^':..«...3........,...•w-•:s.....,.r.+a.... September 12, 2014 Tom Hartung - Building Official City of La Quinta Department of Building and Safety Re: The Chateau at Lake La Quinta — 78-120 Caleo Bay, La Quinta, CA Mr. Tom Hartung, In reference to the above noted project we have reviewed.the truss calculations by BMC, dated September �12, 2014 and find them to be in general conformance with the structural plans and calculations for design loading and layout. Review and approval of dimensions, fabrication processes, and field erecting techniques are not apart of this review and acceptance letter. If you have any questions please call. Sincerely, Jeffrey B. Young; S.E. GRI� `SS1p41 O EFC.`' B. ro 9l I! cn j SE 4044 rz d ` MARCH. 31 2015 ` ,;l P� IPU�jUR ,P � It CITY OF LAFOE--rUirI�NTA BUILDING APPRO�EID FOR CO P% Alm \t 141 14— BY ---O�- jpl,�w1120 t4 Loe'G1 VEL SEP '1 M4 L'EVELOfA pAlt1'VT Date 12/4/14 No. 31634 Owner LLQ Partners LLC Address 801 S. Rampart Blvd City Las Vegas Zip 89145 Tract # Type Commercial CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units �- �Q� � o BERMUDA DUNES r RANCHO MIRAGE ( 7 INDIAN WELLS PALM DESERT .y LA QUINTA INDIO y� 0 643-200-008 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78120 Caleo Bay 4926 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Addition & Remodel to Existing Hotel At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.54 X 4,926 S.F. or $2,660.04 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Bank of America - Scott Russell By Dr. Gary Rutherford Superintendent Fee collected Signature Bank Name/Recipient of Certificate by 1Sharop VcQilvrey Check No. 1132902717 Telephone Funding Commercial r. Payment Recd Y I$0.00 $2,660.04 'Aver/uAder NOTICE: Pursuant to Government Code Section 66020(d) 1) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the to on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting * Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 8634713 Fax (760) 863-0847 6792 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 900 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 September 11, 2014 LLQ Partners, LLC 801 South Rampart Las Vegas, Nevada 89145 Attn: Mr. John Legarza Project: Proposed Renovation and Addition The Chateau at Lake La Quinta 78-120 Caleo Bay Ld Quinta, California Subject: Foundation and Grading Plan Review Project No. 544-14139 14-09-349 Ref: Geotechnical Investigation prepared by Sladden Engineering dated July 2, 2014; Project No. 544-14139, Report No.14-06-252 As requested, we have reviewed the Precise Grading Plans prepared by Sanborn A/E, Inc. along with the Foundation Plans and Details prepared by Young Engineering Services. The plans reviewed were prepared for the addition proposed for the Chateau at Lake La Quinta complex located at 78-120 Caleo Bay in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Investigation have been properly incorporated into these plans. If you have questions regarding this memo or the above referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIN /ar & FF L. NO. r-46i Brett L. Anderso Ev. e/30/fJ, t .. Cltiilt Principal Engineer �� s\ ��INEERwc Letter/gvm �rCAO Copies: 4 / LLQ Partners, LLC it RE SEP 16 2014 CITY OF LA ; )UINTE, COMMUNITY DEVELOPMENT r Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0727 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 October 15, 2014 LLQ Partners, LLC 801 South Rampart Las Vegas, Nevada 89145 Attn: Mr. John Legarza Project: Proposed Renovation and Addition The Chateau at Lake La Quinta 78-120 Caleo Bay La Quinta, California Subject: Compaction Testing — Pad Certification Project No. 522-14139 4-10-403 Ref: Geotechnical Investigation report prepared by Sladden Engineering dated July 2, 2014; Project No. 544-14139, Report No. 14-06-252 Summarized in this report are the results of in-place density testing performed at the subject site as requested. Testing was performed subsequent to the fine grading of the proposed building addition area within the previously rough graded building pad. The project site is located at 78- 120 Caleo Bay within the Lake La Quinta development in the City of La Quinta, California. Compaction testing was performed on October 10, 2014. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate 'compliance with the typical compaction requirements of the California Building Code (CBC) and the City of La Quinta at the tested locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density testing was performed using a nuclear density gauge in accordance with ASTM Test Method D6938-08. A total of 3 density tests were performed. The test results are summarized on the attached data sheet. Laboratory Tests: The moisture -density relationships for the soil were determined in the laboratory in accordance with ASTM -D Test Method 1557-91. October 15, 2014 -2- Project No. 522-14139 14-10-403 If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING Brett L. Anderson �t�, - ETT L. Principal Engineer AND ON G No. C45389 Exp. 9/30/16 r Com action/dfe CIVIL A P * ENGINEERING F CALIFS/ Copies 4 / LLQ Partners, LLC. Sladden Engineering . TEST RESULTS Project Name: The Chateau, Location: 78-120 Caleo Bay, La Quinta, California PROJECT NO: 522-14139 REPORT NO: 14-10-403 Test No. Date Tested Location Elevation Dry Density in place % Moisture in place Relative Compaction Maximum Density Building Pad 1 10/10/14 Per Plan PG 110.3 10.8 95 116.0 2 10/10/14 Per Plan PG 109.6 11.6 94 116.0 3 10/10/14 Per Plan PG 112.4 10.9 97 116.0 PG = Pad Grade October 15, 2014 Sladden Engineering iiie 3 a I a a Poll! 1 11911 11 it Ill I I I Ij I lit ME . i I I I li 11, 1 1 oil I \J-J-J-I—LLLLL/ j Agra ml aW .0 to lit copWSW a`nImp 00 ... .. 3 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 Munieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600.6164 ` Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 9221 1.4131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: 03-31-15 To: La Quinta B & S Fax: Tract/Parcel Map #: The Chateau 12 Lake La Quinta Permit/Lot #: LAQ-15-TI-008 4 L-A 4 - ty - 4? -0-17- Job oyZ,lob Site Address: 78120 Caleo Bay Dr, La Quinta Approved - Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) Approved 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. Authorizing Signat or Release Thomas Cervantes Print Name Form C — Revised 7282014 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS I PERMIT CARD I/46cj otpp THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: PERMIT# : IS SUED:DESCRIPTION: CONTRACTOR: I sha2la— HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final EF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final EF Primary piping ,.FIRE SP,ftIN'KLER ' ;w. , ;1. Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final EF Overhead hydro (. 22 - I S T. MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drainfinspectors' test Hoodiduct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract accessthydrant verification Final EF 3 -;6 HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final EF FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Duct detectors/velocity Gate access Knox box/padlock BUILDING INSPECTIONS 24 hr. battery test TA final Sprinkler monitoring Shell final Final EF Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: "WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE*` 2300 Market Street, Ste 150 • Riverside, CA 92501 • (951) 955-4777 • Fax (951) 955-4886 77-933 Las Montanas Rd., Ste 201 • Palm Desert, CA 92211 • (760),863-8886 • Fax (760) 863-7072 F101 ' RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIQNS 1 PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOTZ MUST BE PRESENT FbR ALL"INSPECTIONS. SEE NOTES ON REVERSE SIDE .106ATE ADDRESS: • / - PERMIT# : _ — ISSUED: 1 �J DESCRIPTION: CONTRACTOR: HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test iNGxo+gh-pipmg Abort test -hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour /' UST/AST TANK UG rough piping / /11 Installation UG hydro th5kai,5 Ir_yatj Removal Flush Z6�, Emergency shut off Final EF FIRE SPRINKLER. rj ' Primary piping Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final EF Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drainfinspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final EF HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final EF SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test Th final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL. INSPECTION DATE: INSPECTORS SIGNATURE: "*WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ONREVERSE-STDE� 2300 Market Street, Ste 150 • Riverside, CA 92501 • (951) 955.4777 • Fax (951) 955-4886 77-933 Las Montanas Rd., Ste 201 • Palm Desert, CA 92211 • (760) 863-8886 • Fax (760) 863-7072 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECARD OF INSPE'CTfONS / PERMIT CARD THIS CARD IS TO -REMAIN .'NYU SITE AT ALL TIMES. - INCTJ r rNG CONTRACTOR MusT RE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: = �' PERMIT# : — DATE ISSUED: DESCRIPTION: 0 CONTRACTOR: HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALi Thrust block pre -pour Door Mn test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final eF SPRINKLER U.G. Deluge/pre-action Final IF Thrust blodk pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final IF FIRE SPRINKLER Weld inspection Primary piping Secondary piping Dispensers & shear valves Overhead rough piping Final EF Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drainlnspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract aocess/hydrant verification Final EF HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle modellplacement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMITS) Installation Air flow test Mechanical interiodk Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough -wire inspection ( - Z Co -1 S %. Building Knox box Function test .26• I 'T .C, Gate access Knox box/padlock Duct detectors/velocity 3-24-15 It C. BUILDING INSPECTIONS 24 hr. battery test 1.26-t$ 'T C. T/1 final Sprinkler monitoring 3 .x, r6 T • c. Shell final Final IF -6 -26 - 16 r • C. Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: "WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE - SIDE - 2300 Market Street, Ste 150 • Riverside, CA 92501 • (951) 955-4777 . Fax (951) 955-4886 77-933 Las Montanas Rd., Ste 201 • Palm Desert, CA 92211 . (760) 863-8886 • Fax (760) 863-7072 f RIVERSIDE COUNTY FIRE PROTECTION PLANNING ✓ �a a RECORD OF INSPECTIONS I' PERMIT CARD-% /� a - Co g> J" ` THIS CARD IS TO REMAIN ON SITE AT ALLTIMES. X1'1 �7C��/ �' Cali g INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: PERMITt1: DATE ISSUED. DESCRIPTION: CONTRACTOR: HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door tan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Firm EF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough Piping Installation UG hydro Removal Flush Emergency shut off Final EF Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves s Ovwhead � piping Firm EF Overhead hydro MISC. INSPECTIONS UG flush / OK to conned Spray booths Main drain/in spu cl ors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vennts/acoessiborridors Hose racks Tract access/hydrant verification Final EF HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system . 17 - is Function test -07. iS T• % Gas/electrical shut-off .�7. S -r- C. Nozzle modellplacement .1?.rs T.C. Fire alarm connection 1-0 -r s Y.C. Final EF • t.7 -1 C. SPRAY BOOTHS FIRE CODE PERMITS) Installation Air flow test Mechanical interlock Extinguishing system Fre alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Dud detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/l final Sprinkler monitoring Shell final Final EF Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: "WHEN CALLING FOR AN aNSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE - 2300 Market Street, Ste 150 • Riverside, CA 92501 . (951) 955-4777 • Fax (951) 955-4886 77-933 Las Montanas Rd., Ste 201 • Palm Desert, CA 92211 • (760) 863-8886 • Fax (760) 863-7072 ti RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE JOB17 ADDRESS:7Z120�'O(JO c r PERMIT#: 140-) 5— ) DATE ISSUED: DESCRIPTION: CONTRACTOR: HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test ' UG hydro Mechanical shutdown Flush Detector test Final EF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER' Seconds ryPi piping Weld inspection Dispensers & shear valves Overhead rough piping t„ Is 7. C. Final E F Overhead hydro 3-t J T. C. MISC. INSPECTIONS UG flush / OK to conned Spray booths Main drain/inspedorV test Hood/dud extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/accesslcorridors Hose racks Tract access/hydrant verification Final EF •Is '(, C, HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final EF SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final EF FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: "WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE - 2300 Market Street, Ste 150 • Riverside, CA 92501 • (951) 955-4777 • Fax (951) 955-4886 77-933 Las Montanas Rd., Ste 201 • Palm Desert, CA 92211 9 (760) 863-8886 9 Fax (760) 863.7072 RGA LANDSCAPE ARG-11tEC IS, INC March 27, 2015 Wally -Nesbit City of La Quinta Community Development Dept. 78-495 Calle Tampico La Quinta, CA 92258 RE: The Chateau; -78-120 Caleo Bay; La Quinta, CA Wally: ` On March 30; 2015, 1 reviewed the installed hardscape, planting and irrigation at the above referenced property. I find that it is installed in substantial conformance with the approved drawings. Please feel free to contact me if you have questions or wish to discuss the matter. Sincerely, RGA Landscape Architects, Inc. Cathy Cieslikowski Associate CC/bc 73061 EI Paseo, Suite 210 • Palm Desert, CA 92260 . 760-568-3624 • FAX 760-773-5615 . www.rga-pd.com CA Lic. #1532 9 AZ Lic. #13754 • NV Lic. #94 • K77-682 Coulty%CJu Dr Ste:, 8 PaI Desert, CA 9221 December 4, 2014 Burt Hanada Building and Safety City of La Quinta Re: The Chateau at Lake La Quinta Remodel/Addition, 78-120 Caleo Bay, La Quinta, CA We have performed a structural observation for the foundation at the above referenced project and find it to be in general conformance with the approved structural plans. Please note this structural observation letter does not relieve the City in any way from performing their standard structural inspections nor is it in lieu of any code required special inspections. The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance as per CBC 1702, 1710. If you have any questions, please call. Sincerely, . eoeol"I� Jeffrey B. Young, S.E. OE t SI B. Oy \ cn SE 4044 m MARCH. 31 201.5 aTf Or • • 77-682 Cowry Club, D,r. S,te. 8 Pala Des:erf, CA 9�}�'� ail info afuengr. _m W _o;www. January 6, 2015 Ken Lambert DW Johnston Construction Re: The Chateau at Lake La Quinta Remodel/Additioin, 78-120 Cateo Bay, La Ouinta, CA We have performed a structural observation for the structural framing at the above referenced project and find it to be in general conformance with the approved structural plans with the exception of the following items: 1. 3'/i" diameter hole through top plate at shear wall 108. (hole was not centered at the top plate) Repair for the top plate is to provide 1.75X14 LVL blocking under the top plate with 2-A35 at each block to top plate, extend blocking one stud bay each side of hole. Strap side of top plate with ST6224 strap. 2. Provide top plate splice strapping along shear wall lines /entire length of wall where shear walls occur as per detail 1 US 1.4 (4H-MSTA36 alternate CS 16 x 36"). 3. Install 2' floor hold downs at shear walls 104, 105, 106, 107, 109, 110. 4. Add shear wall sill plate screws as per shear wall schedule at shear walls 100-103, 110, 111. 5. DTC clips at nonbearing walls shall be fully nailed, nails into roof/floor framing shall be nailed to allow the connector to slide up and down. 6. Install MST60 corner strap at room 9. 7. Post to beam strap shown in detail 7/55.1 shall be verified. (Covered up at time of observation). 8. Shear openings in existing shear walls 112, 114. (room 7) Sheath as per plan. 9. Verify straps shown in detail 19/55.1 and 20/S5.1 at room 8 to room 7 are installed. 10. Boundary nail floor diaphragm at blocking along interior bearing wall at room 2. 11. Install 2-A35 at balcony blocking as shown in details 7, 16, 18/55.3. 12. Install LS50 each side of balcony joist to floor beam where IUS hangers were used in place of U14 hangers as per plan. Only balcony joist that cantilever out require the LS50 connectors. 13. Install 2x4 drops at 32" o/c to support drop soffit framing at fust floor corridor. Lap and nail alongside TH deck joist (nail into web filler using 3-16d) and side of ceiling joist framing using 3- 16d. 14. Existing MST72 straps that were removed at the existing W 10X49 floor beams over the kitchen and breakfast rooms shall be replaced and welded to beam tabs and nailed to blocking as noted on the plans. 15. Verify strap at shear wall 6 at the electrical room as per detail 13/S5.4 is installed. 16. Provide epoxy all -thread for shear wall sill plate anchors as per detail 3/S 1.3 within 9" of sill plate breaks. 5/8" diameter red -heads may be used at non -shear wall locations. Special Inspection Required for Epoxy Anchors) 17. Kitchen and kitchen storage not done. 18. Footing at bathroom 1 adjacent to the existing footing to be poured. 19. Provide proposed roof mounted equipment layout, equipment dimensions, weights, and roof access size and location at the flat roof over the entry to room #7. Once the above items have been completed please call our office to schedule another structural observation. • • 77=682 Coun;fr,}r C/u.�b Dr Ste. MR D,eseTV CA 92211 Ph., .) 92x_7.9' ax (- j ,A _ .. arj in o valuengr yomW . ,,www,valuenguwm January 21, 2015 Burt Hanada Building and Safety City of La Quinta Re: The Chateau at Lake La Ouinta Remodel/Addition, 78-120 Caleo Bay, La Ouinta, CA We have performed a structural observation for the structural framing at the above referenced project and find it to be in general conformance with the approved structural plans with the exception of the following items: 1. Install straps shown in detail 19/S5.1 and 20/55.1 at room 8 to room 7. 2. Shear walls 10 and 107 to be sheathed as per framing plan. Please note this structural observation letter does not include the Kitchen and Kitchen Storage or the pitched roof diaphragm which was already papered and loaded at the time of observation nor does it relieve the City in any way from performing their standard structural inspections nor is it in lieu of any code required special inspections. The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance as per CBC 1702, 1710. The above items are to be inspected and signed off by the City Inspector. If you have any questions, please call. Sincerely, Jeffrey B. Young, S.E. �'JV ESS/0�\ O . FREi a. V� 9l SE 4044 m MARCH. 31 2015 V E Of CAL • • 77-6,82 Countp Club O SEe, B Palm.,, Des- ER CA 9221 M P_h. O0,)7 °l, Fax (7 ) 4- _ mail into ,valuengr.com Web-wvnv.valuengr.com February 17, 2015 Burt Hanada Building and Safety City of La Quinta Re: The Chateau at Lake La 0uinta RemodeUAddition, 78-120 Caleo Bay, La Ouinta, CA We have performed a structural observation for the structural framing at the kitchen and kitchen storage at the above referenced project and find it to be in general conformance with the approved structural plans. Please note this structural observation letter does not relieve the City in any way from performing their standard structural inspections nor is it in lieu of any code required special inspections. The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance as per CBC 1702, 1710. If you have any questions, please call. Sincerely, / ofol � Jeffrey B. Young, S.E. �eR4F E5 r"G c� SE 4044 m MARCH. 31 2015 �PC or CALIF°�� CIVIL ENGINEERING ARCFIITEMRE LAND SURVEYING March 30, 2015 Burt Hanada City of La Quinta Building Department 78-495 Calle Tampico, Ca. 92253 RE: The Chateau — Final review Dear Mr. Hanada: This letter is to state that Sanborn A/E, has reviewed the Architecture and Civil construction and as so can state that the project is constructed to our satisfaction and in conformance with the approved plans. If you have any questions please feel free to contact our office. Sincerely, A/Lr til. &WO" Allen M. Sanborn Architect Sanborn A/E, Inc. 71-780 San Jacinto Dr. s Building E-1 s Rancho Mirage, California 92270' (760) 423-0600 • Fax (760) 423-0603 jsanbom@san6omae.com ELEVA T, ION A, ND LOCAT ION CERT EnCRTION Site Address 78-120 CSD BAY BUTI<<IDEMG P : ' # PG, 2014-1014 LOT # PARCEL. # 8 TRACT NANS 27892 SUR`lEYOR JOHN L. SANBORN PL.S# 4146 ADDRESS 711780 SAN JACINTO ROAD, El, RANCHO MIRAGE, CA TMEPHONE 760-423-060 Certifications shall be done with forms is glace. Certifficafes to he in City Building Division prior to footing inspections. PAD ELEi/RTION 611 9 FRONT SETBACK 25-00 TOP CP FORMS ELEVATION 62.30 R1 GHT SIDE SETBACK 9.2.5 KEPT SIDE SETBACK—N/A— REAR ETBACKN/r-REA SETBACK N/A I hereby certify by my stamp and signature that the dimensions and elevations as Listed above agree with the approved gradingg plans. L f146 6/-P/a f is Sladden Engineering 4509QGoff CmterPark,Nv,ay; Suite F. Eidia6 CA, 92MI (7601,80-0713 Fax CT60,),963A7,217 678'2 Stanton Avenue, Suite C, Buena Park CA 9MI (714) 3-7-3-0952 rax C714) P-3-1369 450 Eggs Aveiiue, Beaumont.. CA, 92223 (951) 945--7743 Fax (951) 9415-8863 SOO F- Florida Avenue- Hemet, CA 92543 (951) 766-87T7 Fax (951) 766-9779. March 23, 2015 Project No,. 522-14113.9 15-03-1126 UQ, Partners, LLC 80,11 South, Rampart Las Vegas, Nevada, 39145 Project: Renovation & Addition The Citateau at Lake La Quinta 78-120, Caleo, Bay La Quinta, California Subject: Compaction Testing — Site Improvements Summarized in this report are the resdts of in-place density tests performed at the subject site as requested during the Construction of the various site improvements_ The project site is located at 78 -IM Cateo Bay in the City of La Qmntk Califorida- Compaction testing was performed from Navernber Ili, M4 to February 25, 2015 Testing indicates that after reworking areas of low density, the mirumunts of 90 and 95 percent relative compaction were aff-amed in the areas tested, as required by the project specifications. The passing test results indicate compliance with the project spedftcaffans at the tested, locations and depths but are no guarantee or warranty of the contractors work Field Tests: In-place moisture/densdy tests were perfamed using a nuclear, density gauge in, accordance with ASTM -D Test Method 6938-68- A total of 20 density tests were performed- The test results are summarized on the attached data sheets. Laboratory Tests: The moisbHe-dwsity relationships for the soil and aggregate matenalsware determined in the laboratory m accordance with ASD Test Method 1557-91. If there are any questions regarding this report or the testing sununanzed herein, please contact the undersign, ed. Respectty submitted SE ADDEV ffi'qGD&'ERING, Brett L Andediqn Frindpal Engineer Comp/genet Copies ,.�/LLQ Paitners,LLC Staddw Ehginaa*kg ivtv;P.Sladdeiteirghiaerhrg.coiji TEST RESULT'S Project Name: The Chateau Location: 78-120 Caleo Bay Road, 1_a Quinta, California PROJECT NO: 522-14139 REPORT NO: 15-03-126 March 23, 2015 Sfaddetr Ettgineenrzg rti [Yem-ity 5fifflm=re a mre xunum Test [to, QateTested Location Elevation in place ihplace compaction Density Paver Area i 1 11./12/14 Per Plan SG 112.3 9.1 1 92 122.5 2 11/1.2/14 Per Play SO 100.1 8.7 82* 122.5 3 11/12/14 Per Play SC 44.3 8.1 ! 77* 122.5 4 11/12/14 Retest ##2 104.3 9.3 43** 112.0 5 11/12/14 Retest #3 103.2 9.1 92** 112.0 Numbing Trench, Baci'cf 11 1 I 6 GI/15/15 Employees Bathroom SC 1-.6 13.1 96 ! 120_0 7 01/15/15 (EJ Kitchen SO 112.1 101.7 1 93 I 120.0 Sewer Lateral Badc£1I I 8 02/19/15 ! Per Play 4.5' BAC 110.2 10-7 ! 95 116.0 9 02/19/15 Per Plan 2.5e BAC 111.5 11.1 961 116.0 10 02/14/15 ! Per Plan BG 130.6 38.1 96 136.0 11 02/14'/15 �I Per Plan BG 124.7 7..9 95 136..0 I 12 I 02/24/1.5 Per Plat SG 152.5 9.9 97 11.6..0 Parldrlg Lot & Sidewalk 13 02/25/15 Per Plan SG 109.3 11-9 94 116.0 14 02/25/15 Per Plan SG 1017.9 12.7 93 116.0 15 02/25/15 Per Plage SG 112-5 12.5 97 116.0 16 02/25/15 Per Plan SG 111.4 13.6 96 116.0 17 02/25/15 Per Plan SO 112.9 11.7 97 116.0 18 02/25/15 Per Plan SG 107-4 11.5 93 116..0 19 02/25/1S Per Plan SG 108.6 12.3 94 I 116.0 20 02/25/15 Per Plan SO 109.6 10.4 94 116.0 SO = Sub Grade I PG = Pad Grade BAC = Below Asphalt BG = Base Grade i * = Failing Test I � ss = Passing Test it ! h I I II I I II i March 23, 2015 Sfaddetr Ettgineenrzg p. -QF 0 in __- - - hN� 1� / PPIQ?9a - - _ 6 .am,®71 YF.Wfp I'% 1 1 ''� • Lgj"y�� ° .fir / / I P1, mfam .... . ........ p.. Aq wr XF 41 mv, 01 nTr