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BCOM2014-104278-495 CALLE TAMPICO LA QUINTArCALIFORNIA 92253 V, Twy, 4 4a Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BCOM2014-1042 Property Address: 78120 CALEO BAY APN: 643200008 Application -Description: CHATEAU = KITCHEN'REMODEL� Property Zoning: Application Valuation: $44,085.80 Applicant: LLQ PARTNERS 801 S RAMPART BLV, #200 LAS VEGAS, NV 92253 FEB 12 2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT 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 License No.: 699640 Date:5-Contractor:' 1 2 - 1 Ind -So h.�Yro N C -v J Sjo tf.J Ys -o V C -v J Sj 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 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.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/12/2015 Owner: LLQ PARTNERS 801 S RAMPART BLV, #200 LAS VEGAS, NV 92253 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 of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ 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 become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Z' 12' f s Applicant: T h oILG �•v -Mt t 0/ L 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 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 r- 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 relating to building construction, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. ,Date: Z - 1 2 - t S- Signature (Applicant or Agent( FINANCIAL .• 1. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 1.2 $174.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BLDG CITY STAFF - PER HOUR: $174.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA: $2.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, ADDITIONAL 101-0000-42403 0 $36.30 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, ADDITIONAL PC 101-0000-42600 0 $9.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE POWER APPARATUS 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE POWER APPARATUS PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $141.98 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE EXHAUST HOOD 101-0000-42402 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNTQTY AMOUNT . PAID PAID DATE EXHAUST HOOD PC 101-0000-42600 0 $4.83 $0.00 PAID BY METHOD RECEIPT #' CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $24.18 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN PC 101-0000-42600 0 $9.66 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for MECHANICAL: $50.76 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $96.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT . QTY AMOUNT PAID PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $96.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GREASE INTERCEPTOR 101-0000-42401 0 $36.26 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GREASE INTERCEPTOR PC 101-0000-42600 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $0.00 PAID BY METHOD RECEIPT # '_ . CHECK # CLTD BY Total Paid for PLUMBING FEES: $326.40 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE REMODEL, EA ADDITIONAL 500 SF 101-0000-42400 0 $43.50 .$0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE REMODEL, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $34.80 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE REMODEL, FIRST 500 SF PC 101-0000-42600 0 $134.88 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forREMODEL: $262.49 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE SMI - COMMERCIAL 101-0000-20308 0 $12.34 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forSTRONG MOTION INSTRUMENTATION SMI $12.34 $0.00 • •• Description: CHATEAU - KITCHEN REMODEL Type: BUILDING, COMMERCIAL Subtype: REMODEL Status: APPROVED Applied: 12/8/2014 KHE Approved: 2/4/2015 PJU Parcel No: 643200008 Site Address: 78120 CALEO BAY LA QUINTA,CA 92253 Subdivision: PM 27892 Block: Lot: 8 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $44,085.80 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NOTES Details: MAIN PERMIT # BCOM2014-1009 KITCHEN REMODEL - NEW EXHAUST HOOD W/ DUCTWORK, 1000 GALLON GREASE INTERCEPTOR, FLOOR SINKS, FLOOR DRAINS, LIGHTING, ELECTRICAL PANEL AND RECEPTACLES. 2013 CODES. Printed: Thursday, February 12, 2015 8:32:10 AM 1 of 5 OrwySTEMs ADDITIONAL CHRONOLOGY TYPE STAFF NAME CHRONOLOGY ACTION DATE COMPLETION DATE NOTES E-MAIL BURT HANADA 12/30/2014 12/30/2014 EMAILED ALAN SANBORN CORRECTIONS. NOTE PHILIP JUAREZ 2/9/2015 2/9/2015 TCO SITE PLAN BROUGHT IN PUT ON BURT'S DESK. PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED BURT HANADA 2/3/2015 2/4/2015 PLAN CHECK COMMENTS FROM CONSULTANT RECEIVED PHILIP JUAREZ 2/3/2015 2/3/2015 STRUC APPROVED 2/3/15 PLAN CHECK PICKED UP STEPHANIE KHATAMI 12/30/2014 12/30/2014 PLAN CHECK SUBMITTAL RECEIVED STEPHANIE KHATAMI 1/26/2015 1/27/2015 DIDN'T HAVE TITLE 24'S SAID THEY WOULD BRING THE BOOKLETS IN FIRST THING IN THE MORNING (YESTERDAY) SENT TO PLAN CHECK CONSULTANT KAY HENSEL 1/28/2015 1/28/2015 Printed: Thursday, February 12, 2015 8:32:10 AM 1 of 5 OrwySTEMs Permit Details PERMIT NUMBER Cit Y of La Quinta BCOM201W10 2 !� r SENT TO PLAN CHECK CONSULTANT KAY HENSEL 1/28/2015 • 1/28/2015 DESCRIPTION ACCOUNT QTY AMOUNT COMPLETE TO ESGIL - DUE 2/9/2015. ADDED CVWD, FIRE & HEALTH DOCS. TO PLAN CHECK PACKAGE; PER BURT. PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY HOURLY CHARGE - 101-0000-42600 1.2 $174.00 $0.00 LEFT VOICEMAIL FOR CHRIS C, THAT KITCHEN REMODEL TELEPHONE CALL BURT HANADA 2/4/2015 Total Paid for BLDG CITY STAFF - PER HOUR: $174.00 $0.00 2/4/2015 1 101-0000-20306 PLANS ARE APPROVED AND PICK UP IS AVAILABLE AFTER $2.00 $0.00 9AM ON 2/5/2015. Total Paid forBU1LDING STANDARDS ADMINISTRATION $2.00 $0.00 BSA: DEVICES, ADDITIONAL 101-0000-42403 0 $36.30 $0.00 CONDITIONS DEVICES, ADDITIONAL 101-0000-42600 0 $9.00 $0.00 CONTACTS NAME TYPE PC NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT LLQ PARTNERS 801 S RAMPART BLV, LAS VEGAS NV 92253 (760)416-1144 #200 ARCHITECT ALAN SANBORN 71-780 SAN JACINTO RANCHO CA 92270 (760)416-1144 SUITE E-1 MIRAGE CONTRACTOR D W JOHNSTON CONSTRUCTION INC 1445 N SUNRISE WAY PALM SPRINGS CA 92262 (760)416-1144 ENGINEER YOUNG ENGINEERING SERVICES 77682 COUNTRY CLUB PALM DESERT CA 92211 (760)416-1144 DRIVE, SUIT OWNER LLQ PARTNERS 801 S RAMPART BLV, LAS VEGAS NV 92253 (760)416-1144. #200 FINANCIAL• • • DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY HOURLY CHARGE - 101-0000-42600 1.2 $174.00 $0.00 BLDG CITY STAFF Total Paid for BLDG CITY STAFF - PER HOUR: $174.00 $0.00 BSAS SB1473 FEE 1 101-0000-20306 0 $2.00 $0.00 Total Paid forBU1LDING STANDARDS ADMINISTRATION $2.00 $0.00 BSA: DEVICES, ADDITIONAL 101-0000-42403 0 $36.30 $0.00 DEVICES, ADDITIONAL 101-0000-42600 0 $9.00 $0.00 PC Printed: Thursday, February 12, 2015 8:32:10 AM 2 of 5 0Q WSrsrEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY DEVICES, FIRST 20 101-0000-42403 0 $24.17 $0.00 DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 POWER APPARATUS 101-0000-42403 0 $24.17 $0.00 POWER APPARATUS PC 101-0000-42600 0 $24.17 $0.00 Total Paid for ELECTRICAL: $141.98 $0.00 EXHAUST HOOD 101-0000-42402. 0 $12.09 $0.00 EXHAUST HOOD PC 101-0000-42600 0 $4.83 $0.00 VENT FAN 101-0000-42402 0 $24.18 $0.00 VENT FAN PC 101-0000-42600 0 $9.66 $0.00 Total Paid forMECHANICAL: $50.76 $0.00 FIXTURE/TRAP 101-0000-42401 0 $96.72 $0.00 FIXTURE/TRAP PC 101-0000-42600 0 $96.72 $0.00 GAS SYSTEM, 5+ 101-0000-42401 0 $36.26 $0.00 OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $24.17 $0.00 OUTLETS PC GREASE INTERCEPTOR 101-0000-42401 0 $36.26 $0.00 GREASE INTERCEPTOR 101-0000-42600 0 $12.09 $0.00 ' PC WATER SYSTEM 101-0000-42401 0 $12.09 $0.00 INST/ALT/REP WATER SYSTEM 101-0000-42600 0 $12.09 $0.00 INST/ALT/REP PC Total Paid for PLUMBING FEES: $326.40 $0.00 REMODEL, EA 101-0000-42400 0 $43.50 $0.00 ADDITIONAL 500 SF Printed: Thursday, February 12, 2015 8:32:10 AM 3 of 5 RWYSTEMS w REVIEWER SENT DATE DUE DATE CL DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY NOTES NON-STRUCTURAL BURT 12/5/2014 DATE DATE REVISIONS REQUIRED UNDERGROUND PLBG BY REMODEL, 101-0000-42600 0 $34.80 $0.00 PLANNING UNDERGROUND PLBG JFU 1/14/2015 1 1/14/2015 APPROVED ADDITIONAL 5000 SF PC INTERNAL KITCHEN REVISIONS - DO NOT AFFECT ONLY ORIGINAL SDP OR SUBSEQUENT MBA CHANGES STRUCTURAL REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $0.00 BY ESGIL HANADA REMODEL, FIRST 500 SF 101-0000-42600 07 $134.88 $0.00 BUILDING 1/26/2015 2/9/2015 2/4/2015 APPROVED PC BUCKET Total Paid for REMODEL: $262.49 $0.00 SMI -COMMERCIAL 101-0000-20308 1 0 $12.34 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $12.34 $0.00 PARENT PROJECTS REVIEW TYPE REVIEWER SENT DATE DUE DATE INSPECTIONS REVIEWS STATUS REMARKS NOTES SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES NON-STRUCTURAL BURT 12/5/2014 DATE DATE REVISIONS REQUIRED UNDERGROUND PLBG JFU 1/13/2015 1/13/2015 NOT READY TRAP PRIMERS TO BE INSTALLED AT TIME OF UNDERGROUND PLUMBING INSPECTION. PLANNING UNDERGROUND PLBG JFU 1/14/2015 1 1/14/2015 APPROVED KITCHEN REMODEL INTERNAL KITCHEN REVISIONS - DO NOT AFFECT PARENT PROJECTS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED REVIEWS STATUS REMARKS NOTES DATE NON-STRUCTURAL BURT 12/5/2014 12/19/2014 12/30/2014 REVISIONS REQUIRED HANADA PLANNING WALLY NESBI7 12/5/2014 12/19/2014 12/29/2014 APPROVED KITCHEN REMODEL INTERNAL KITCHEN REVISIONS - DO NOT AFFECT ONLY ORIGINAL SDP OR SUBSEQUENT MBA CHANGES STRUCTURAL BURT 12/5/2014 12/19/2014 12/22/2014 REVISIONS REQUIRED BY ESGIL HANADA NON-STRUCTURAL BUILDING 1/26/2015 2/9/2015 2/4/2015 APPROVED BUCKET Printed: Thursday, February 12, 2015 8:32:10 AM 4 of 5 RWYSTEMS ATTACH M F NTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED � SENT TO ESGIL, DUE 2-9-15 STRUCTURAL KURT CULVER 1/26/2015 2/9/2015 2/3/2015 APPROVED DOC 12/30/2014 BURT HANADA KITCHEN REMODEL KITCHEN REMODEL 1 RECEIVED FIRE JACQUELINE 1/27/2015 1/27/2015 2/4/2015 APPROVED- Kitchen Remodel See 1ST SUBMITTAL - 78120 1ST SUBMITTAL - 78120 GARCIA DOC 2/4/2015 CONDITIONS Attach CALEO BAY - ESGIL ATTACH M F NTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 78-120 CALEO BAY - 78-120 CALEO BAY - DOC 12/30/2014 BURT HANADA KITCHEN REMODEL KITCHEN REMODEL 1 CORR.1.pdf CORR.1.pdf 1ST SUBMITTAL - 78120 1ST SUBMITTAL - 78120 DOC 2/4/2015 BURT HANADA CALEO BAY - ESGIL CALEO BAY - ESGIL 1 CORR. LIST.pdf CORR. LIST.pdf 2ND SUBMITTAL 78-120 78-120 CALEO BAY - DOC 2/5/2015 BURT HANADA CALEO BAY - HEALTH HEALTH DEPT 1 DEPT APPROVAL.pdf APPROVAL.pdf 2ND SUBMITTAL 78-120 78-120 CALEO BAY - DOC 2/5/2015 BURT HANADA CALEO BAY - CVWD G.I. CVWD G.I. 1 APPROVAL.pdf APPROVAL.pdf LAQ-I5-TI-008 The LAQ-I5-TI-008 The DOC 2/4/2015 JACQUELINE GARCIA Chateau Kitchen Chateau Kitchen 0 Remodel.doc Remodel.doc DOC 1/27/2015 STEPHANIE KHATAMI CVWD FEES PAID 1-26- CVWD FEES PAID 1-26- 0 P df 15.pdf 15. df DOC 1/27/2015 STEPHANIE KHATAMI FIRE DEPARTMENT PLAN FIRE DEPARTMENT PLAN 0 APPROVAL 1-26-15.pdf APPROVAL 1-26-15.pdf 2ND SUBMITTAL- PLAN 2ND SUBMITTAL- PLAN DOC 2/3/2015 STEPHANIE KHATAMI CHECK APPROVED - CHECK APPROVED - 0 ESGIL.pdf ESGIL.pdf Printed: Thursday, February 12, 2015 8:32:10 AM 5 of 5 Cor'IFE7 srsreMs Bin # `� G City of La Quinto. Building $r Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ��ap Project Address:. 7 12-0 Nt leo Owner's Name: t j a ?Q 11er S A. P. Number: .4113 — 2 00 — 00 q Address: Sol S-. I M Ai COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 INVOICE Date: 12/12/2014 - SUBJECT:' PM 27892, THE -CHATEAU AT LAKE LA QUINTA, 78120 CALEO BAY, "BED AND BREAKFAST' JH THOMPSON & SONS INC. Project: 14-5962 79-607 COUNTRY CLUB DR. STE 2 Project Date: 11/19/2014 Amount Due: $74,773.09 INDIO, CA 92203 GEO: 05-07-30-4 Planner. SARA LOPEZ TO INSURE PROPER CREDIT. PLEASE RETURN THIS PORTION WITH REMITTANCE AND INCLUDE THE PROJECT ON YOUR CHECK SUBJECT:PM 27892, THE CHATEAU AT LAKE LA QUINTA, 78120 CALEO BAY, "BED AND BREAKFAST" COACHELLA VALLEY WATER DISTRICT P.O. Box 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Page 1.00 ER 2" RP BACKFLOW DEVICE - 35 $1,600.00 $1,600.00 7.37 FB WSBFC $3,707.00 $27,320.59 6.50 FF SCC -COLLECTION $2,415.00 $15,697.50 6.50 FJ SCC -TREATMENT $2,436.00 $15,834.00 1.00 F4 1 1/2" METER SURCHARGE $8,621.00 $8,621.00 1.00 SA APP/WAIVER FEE SOURCE CNTRL $50.00 $50.00 1.00 SD 1 1/2" MTR & 2" SRVC- COM - 35 $5,650.00 $5,650.00 $74,773.09 PAID $ 7�-3. Dq-pA�o7D0a ( � DevelODment Services Department „ JAN 0 7 2014 Coachella valley Water District 75-515 Hovley Lane East :aim Desert, CA 92211 SUBJECT:PM 27892, THE CHATEAU AT LAKE LA QUINTA, 78120 CALEO BAY, "BED AND BREAKFAST" COACHELLA VALLEY WATER DISTRICT P.O. Box 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Page EsGil Corporation In (Partnership with Government for Building Safety DATE: 2/2/15 ❑ APPLICANT ❑ JURIS. JURISDICTION: City of La Quinta ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: BCOM2014-1042 SET: II PROJECT ADDRESS: 78-120 Caleo Bay PROJECT NAME: The Chateau at Lake La Quinta Kitchen Remodel ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person ❑ • REMARKS: By: David Yao Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ MB ❑ PC 1/30/15 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 PROUDLY SERMG THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF. BANNING BEAUMONT CAUMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE•ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT t JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIr DISTRICT 4 MARION ASHLEY DIsmi r 5 RSD COQ FWS DEPA WNENr IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 . Fax(760)863-7072 www.rvcfire.org January 8, 2015 Frank Gortz 37921 Porter Dr. Cathedral City, CA Re: H/D Suppression. System Plan Review LAQ-I4-BP-042 The Chateau at Lake La'Quinta 78120 Caleo Bay Dr. La Quinta, CA The hood/duct plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department and are approved with the following conditions: Operation instructions must be posted in a visible location. The hood/duct system must be monitored by the fire alarm system if building is currently monitored. In a pre-engineered system, only listed components from a single manufacturer shall be used. When hood/duct system is activated, the gas supply, electric supply, and make up air must automatically shut off. The hood exhaust fan shall remain on after system activation. A "K" rated extinguisher must be mounted in the kitchen area. The "K" rated extinguisher shall not substitute for the required conventional dry chemical extinguishers in the kitchen. The following inspectionshests shall be witnessed by the Fire Department: System operation checkout and final test to be performed by the installer. Alarm company representative must also be present at the time of hood/duct. inspection. The Fire Department approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Plannine & EnLrineerinQ staff at 17601863-8886. Respectfully, jacgr� Ya&dod Fire Safety Specialist It 1t CITY OF LA QUANTA BUILDING & SAFETY DEPT. SATE, BY PIIP nrnr-.accaH With a, Itopm: avail latinn arlitinn %AAAAA/ r:I ItaPnr: rrnm KIVtK,IUt C:UUN I Y I-IKt FKU 1 t:G I IUN FLANNINU 1b 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. JOB ADDRESS:( 1 / � l Aja", PERMIT# d DATE ISSUED: $ l� 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 USTIAST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final EF FIRE SPRINKLER 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 drainrinspectors' 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 E F HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical siwt-off Nozzle model/placement Fre 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 detectorslvelocity BUILDING INSPECTIONS 24 hr. battery test Th final Sprinkler monitoring Shell final Final r" 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) 9554886 77-933 Las Montanas Rd., Ste 201 9 Palm Desert, CA 92211 9 (760) 863-8886 9 Fax (760) 863.7072 COACHELLA VALLEY WATER DISTRICT ASSESSOR'S PARCEL NUMBER 85-995 Avenue 523 Coachella, California 92236 (760)398-2651 APPLICATION FOR WASTEWATER INTERCEPTORISEPARATOR APPROVAL APPLICANT: Submit this form with a copy of a SCALED plot plan (1"= 20'to 1"=40' SCALE) drawn to District specifications. A nonrefundable filing fee is required when the application is submitted. Check must be made payable to the Coachella Valley Water District. Approval of this application shall remain valid for a period not to exceed one (1) year from date of payment. NOTE: ALL BUSINESSES PRODUCING FAT, OIL, AND/OR GREASE, LOCATED IN A MULTISUITE BUILDING WILL REQUIRE A SEPERATE LATERAL OFF THE MAIN SEWER LINE FOR GREASE INTERCEPTOR CONNECTION. Plan Check No. Agent, Contractor, Contact Person fit-rt'fartP� '_ tt7.3 -os Address city &s� Zip 74-/�t�7 C.o tnJ� ---U$ D-1Ar..` 2 Telephone Owner nor Lga-C— q-y+M 4- Ls� ►�ay,e�s LLL Address I ` City State Zip $o/ S 9nzPR2+' t4sd Nee/ £s'9 Telephone '� Job Property Address city Zip 78, - ! Zv tr} 4 j 11-i r4- `3z -t3 Pr'V ILegal pen py A152- i'n*1� t7�7. P?%ta i�L/('0 DBA PLEASE COMPLETE THIS SECTION FOR REVIEW OF FOOD ESTABLISHMENTS NOTE: PLANS WELL NOT BE ACCEPTED UNLESS THIS APPLICATION IS COMPLETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Construction: New Food FacilityRemodel of Existing Food Establishment iL Hours of Operation N bA' Seating Capacity: Internal q0 Ememal External Seating with Misters or Heaters Bar with Food Service Bar Nonfood Service Water Softener Service: Multiservice (reusable) Single Service (disposable) OWNER/REPRESENTATIVE DECLARATION: I certify that I have read the entire application and state that all information is correct. I understand that the amount of fee paid is based on my declaration of information on this form and that incorrect information is grounds for denial of the submitted plans. I also understand that plans will be discarded if not picked up within sixty (60) days of approval or denial and that no inspection of my establishment will be conducted, or approval granted to operate, until all proper information requested has been received and plans have been approved and returned. Signature Date FOR DISTRICT USE ONLY No. of Systems Type of Systems) No. Dwelling Units ❑ Sand/Oil ❑ Grease Interceptor Waived p Existing Fixture Units Grease Interceptor [New lint Trap 1 ❑ Replacement ❑ Addition ❑ Clarifier ❑ Connect to Sewn c)(1)(71), Gal. REMARKS: l r �. , ,,, � . 2 ' rry OF Lq N ti in r ING & SAF e -i .'s.: DATE z BY This application is: , f El Approved El Denied (J Conditional Approval- Fee $ 5D °r—/ Check No. q�DD a *See Remarks Date Initial Signature Date Li C V WD -921 Rev 6/I I INTA DEPT. �.: v, �V vo C ��• ; " L" •\nom• �.`. ,� > �' �,„b h lA CITY OF. LA QUINTA BUILDING & SAFETY DEPT. arm 2a-- 2 DATE ZI At I l5iBY (Grid ed soap ani towel app osta`% d at te _ E,, 2rsm��- a.Il t a C1C1' L'1r^i?i►.-L� 1:� = LS:1��' ° fi SSA:MUNI ,Nonce~- -. PERMIT FAUST SE LTA; A r,4 D�ftRi%Er}r t3; °,p�� !A� gQBkT OP RIVERSIDE- L1!':11v1,+ . CGrdTACf1' T n �.�AT'ELY .. I�ISPECTIOI d yI iii i'►".�`JCTI`J I� p:F_ I'.G "' d .0 .'3T IS (Br'='G1�-u., r.4)��>PiviL1 ��t�.�i�c t�E c eG�lO�S ectiOns• Insp ct ah' .; Call, for i;�sp ,r,prin�ay� I sctjeduletl five ivy. . _j. toile{ All OC UCO1 S �„ �o^: ;i dco;s must be self-closing 3n.j..Light-fitting. THiS h,F FFnVr"\L DOE's tiu'I' 1mt1tuDE h`OCC - ' PiPjrA•, lt„ ci_oTICrYSYSTEM, r SUBSURFACE! );- .� Sy"I '.:, . . OR FOR YOUR, WAST Ott'S! i ..L S CUMPtiUil1TY HEATH AGENCY pEPAFTMENT OF ENVIRONMENTAL HEALTH 1�1E L';Or''t CORS?f%KtI0n1°qJiQ(Tl0: i + Iai?a:a a ani sheet 'fie VIG'al on of r3;a Jr AL PLUMBING, MECHANICAL, AND S1 R PER�� Y ALL ELECTRICAL, ALL BE D REPAIRS AND iNSTALLATIGNS SH , FROM DEPT OF BUILD! At�10 SAFETY I FIfiIALINSPPi�T�dN� �fihENT OF Et�1Vir�.OfisN► �L FOIA LI PREM,1�!ARY Afi'D 1�0 i IcY DEPAR R`ALTH � I gZ •" X�-- +72" ABOVE FINISHED FLOOR. 21• FACILITY SHALL BE RODENT PROOFED WITH HOLES LARGER THAN 1/4" SEALED. _ O MOP SINK SHALL BE SEPARATED FROM FOOD PREPARATION AND STORAGE AREAS BY WATER- 22 ALL OPE!VABLE WINDOWS SHALL BE SCREENED WITH NOT LESS THAN 16 -MESH SCREENING. to PROOF, WASHABLE PARTITION. TO MIN. HEIGHT OF +72" ABOVE FINISHED FLOOR. Q ,.,. �� {.g.:�.;..•�IOP. SINK SHALL BE PROVIDED WITH HOT AND COLD WATER THROUGH MIXING FAUCET. A 23 ALL EXTERIOR DOORS FROM FOOD SERVICE AREAS OF BUILDING SHALL BE PROVIDED DIRECTLY ABOVE DOOR ON EXTERIOR OF z a yah{ INSECT CONTROL FAN MOUNTED MOP RACK AND SHELF FOR CLEANING SUPPLIES SHALL BE PROVIDED. IF MATS ARE USED BUILDING. FAN SHALL HAVE A MIN. VELOCITY OF 1600 FPM MEASURED AT +3' ABOVE u IN FACILITY, MOP SINK MUST BE LARGE ENOUGH IN WHICH TO WASH THEM. ca z FINISHED FLOOR. s 10. IN LIEU OF A MOP SINK, A CURBED. AREA SLOPED TO DRAIN MAY BE PROVIDED. 24. TRASH ENCLOSURE LOCATED OUTSIDE OF BUILDING: SEE SITE PLAN FOR LOCATION, W _ SURFACE SHALL.BE SMOOTH, WATER -PROOF, AND WASHABLE. ENCLOSURE SHALL BE. ON CONCRETE SLAB .AND SURROUNDING AREA SHALLBE EASILY. _. DISHTABLE DRAINBOARDS SHALL SLOPE TO FLOOR SINK OR OTHER APPROVED 1" AIR GAP. WASHABLE. SEE ARCHITECTURAL .PLANS. 12, WATER HEALER INSTALLED IN FOOD SERVICE AREA SHALL BE INSTALLED ON A MIN. 4" HIGH 25. BACKUP DRY FOOD AND BEVERAGE STORAGE: XXXX SO. FT. OR XXXX LINEAR FT. COVED CURB BASE, WITH WATER HEATER SEALED TO BASE IN WATERPROOF MANNER. 13. HIGH TEMP DOOR—TYPE DISHWASHER SHALL BE PROVIDED WITH CLASS II O EXHAUST HOOD. 0. �.: v, �V vo C ��• ; " L" •\nom• �.`. ,� > �' �,„b h lA CITY OF. LA QUINTA BUILDING & SAFETY DEPT. arm 2a-- 2 DATE ZI At I l5iBY (Grid ed soap ani towel app osta`% d at te _ E,, 2rsm��- a.Il t a C1C1' L'1r^i?i►.-L� 1:� = LS:1��' ° fi SSA:MUNI ,Nonce~- -. PERMIT FAUST SE LTA; A r,4 D�ftRi%Er}r t3; °,p�� !A� gQBkT OP RIVERSIDE- L1!':11v1,+ . CGrdTACf1' T n �.�AT'ELY .. I�ISPECTIOI d yI iii i'►".�`JCTI`J I� p:F_ I'.G "' d .0 .'3T IS (Br'='G1�-u., r.4)��>PiviL1 ��t�.�i�c t�E c eG�lO�S ectiOns• Insp ct ah' .; Call, for i;�sp ,r,prin�ay� I sctjeduletl five ivy. . _j. toile{ All OC UCO1 S �„ �o^: ;i dco;s must be self-closing 3n.j..Light-fitting. THiS h,F FFnVr"\L DOE's tiu'I' 1mt1tuDE h`OCC - ' PiPjrA•, lt„ ci_oTICrYSYSTEM, r SUBSURFACE! );- .� Sy"I '.:, . . OR FOR YOUR, WAST Ott'S! i ..L S CUMPtiUil1TY HEATH AGENCY pEPAFTMENT OF ENVIRONMENTAL HEALTH 1�1E L';Or''t CORS?f%KtI0n1°qJiQ(Tl0: i + Iai?a:a a ani sheet 'fie VIG'al on of r3;a Jr AL PLUMBING, MECHANICAL, AND S1 R PER�� Y ALL ELECTRICAL, ALL BE D REPAIRS AND iNSTALLATIGNS SH , FROM DEPT OF BUILD! At�10 SAFETY I FIfiIALINSPPi�T�dN� �fihENT OF Et�1Vir�.OfisN► �L FOIA LI PREM,1�!ARY Afi'D 1�0 i IcY DEPAR R`ALTH � I gZ •" X�-- - � Q U E¢ - z a . E.. b E ca z L W _ W O 0. u Project number E025439455344 D e AUGUST 19, 2014 Dr wn by E. Nava C cked by Scale 1/4” = 14, Structural Plan Check Responses The Chateau 78-120 Caleo Bay La Quinta, CA . Plan Check # BCOM2014-1042 (1st check — December 19, 2014) Attn: David Yao Plan check correction #3 Response: Existing footing is an 18" wide x 18" deep continuous footing. Existing footing is adequate, see attached calculation for verification. If you have any questions with the responses listed above, please call me at 760-772-5107. Respectfully, Jeffrey B. Young, SE QRCFECr,_ St 4; MARCH. r. v 9� F OF C ePcowtzo4 -1(DA1'i PAGE 1 YOUNG E N G I N E E R I N G s Structural Plan Check Responses The Chateau 78-120 Caleo Bay La Quinta, CA . Plan Check # BCOM2014-1042 (1st check — December 19, 2014) Attn: David Yao Plan check correction #3 Response: Existing footing is an 18" wide x 18" deep continuous footing. Existing footing is adequate, see attached calculation for verification. If you have any questions with the responses listed above, please call me at 760-772-5107. Respectfully, Jeffrey B. Young, SE QRCFECr,_ St 4; MARCH. r. v 9� F OF C ePcowtzo4 -1(DA1'i PAGE 1 YOUNG ENGINEERING SERVICES CIVIL 8 STRUCTURAL ENGINEERS 77-682 COUNTRY CLUB DRIVE, SUITE B PALM DESERT, CA 92211 T:760.772.5107 'Beam on Elastic Foundation File= Project Title: THE CHATEAU AT LAKE LA QUINTA Engineer: JT Project ID: 14-1422-30 Project Descr: HOTEL EXPANSION Description: EXISTING FOOTING AT BEAM F21 (18' W X 18° DEEP CONTINUOUS FOOTING) CODE REFERENCES Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 Material Properties fc 12 = ` 2.50 ksi fr= fc 7.50 = 375.0 psi W Density = 145.0 pcf X Lt Wt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Soil Subgrade Modulus = Load Combination ASCE 7-10 jb Phi Values R1 Flexure : 0.90 Shear : 0.750 0.850 200.0 psi / (inch deflection) fy - Main Rebar = " 60.0 ksi Fy - Stirrups = 40.0 ksi E - Main Rebar = 000.0 ksi E - Stirrups = 29,000.0 ksi Stirrup Bar Size # _ # 3 Number of Resisting Legs Per Stirrup 2 Beam is supported on an elastic foundation. D(7.962) I i 18"wx18"h Span=4.0 ft _Cross Section & Reinforcing Details Rectangular Section, Width = 18.0 in, Height =18.0 in Span #1 Reinforcing.... 145 at 3.0 in from Bottom, from 0.0 to 4.0 ft in this span Applied Loads Point Load : D = 7.962 k @ 2.0 ft DESIGN SUMMARY at 2.00 ft Maximum Bending Stress Ratio = 0.229: 1 Section used for this span Typical Section Mu : Applied. 5.438 k -ft Mn ' Phi: Allowable 23.753 k -ft Load Combination +1.40D+1.60H Location of maximum on span 1.976 ft Span # where maximum occurs Span # 1 Chateau at LAKE LA QUINTAJAddition)14-1422-301Calcslchateau.ec6 ENERCALC, INC. 1983-2014, Build:6.14.11.18, Ver.6.14.11.18 145 at 3.0 in from Top, from 0.0 to 4.0 ft in. this span Service loads entered. Load Factors will be applied for calculations. Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Max Upward L+Lr+S Deflection 0.000 in Max Downward Total Deflection 0.046 in Max Upward Total Deflection 0.000 in Design OK Maximum Soil Pressure = 1.330 ksf at 2.00 ft Shear Stirrup Requirements Entire Beam Span Length: Vu < PhiVct2, Req'd Vs = Not Reqd, use stirrups spaced at 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Bending Stress Results ( k -ft ) Segment Length Span # in Span Mu: Max Phi`Mnx Stress Ratio MAX'imum BENDING Envelope Span # 1 1 1.976 5.44 23.75 0.23 +1.40D+1.60H Span # 1 1 1.976 5.44 23.75 0.23 +1.20D+0.50Lr+1.60L+1.60H Span # 1 1 1.976 4.66 23.75 0.20 +1.20 D+1.60 L+0.50 S+1.60 H Span # 1 1 1.976 4.66 23.75 0.20 PAGE 2 YOUNG ENGINEERING SERVICES CIVIL & STRUCTURAL ENGINEERS 77-682 COUNTRY CLUB DRIVE, SUITE B PALM DESERT, CA 92211 T:760.772,5107 Project Title:- THE CHATEAU AT LAKE LA QUINTA Engineer: JT Project ID: 14-1422-30 Project Descr: HOTEL EXPANSION Beam on Elastic Foundation File =S:1140011422-Sanboml(rheChateau at LAKE LAQUINTA Addi6on)14-1422-301Ca1cslchateau.ec6 ENERCALC, INC. 19832014, Build:6.14.11.18, Ver.6.14.11.18 i.�� •1e*1 :4 WA roll Description : EXISTING FOOTING AT BEAM F21 (18- W X 18- DEEP CONTINUOUS FOOTING) Load Combination Location (ft) Bending Stress Results ( k -ft ) Segment Length Span # in Span Mu: Max Phi'Mnx Stress Ratio +1.20 D+1.60Lr+0.50L+1.60H Span # 1 1 1.976 4.66 23.75 0.20 +1.20D+1.60Lr+0.50W+1.60H Span # 1 1 1.976 4.66 23.75 0.20 +1.20D+0.50L+1.60S+1.60H Span # 1 1 1.976 4.66 23.75 0.20 +1.20D+1.60S+0.50W+1.60H Span # 1 1 1.976 4.66 23.75 0.20 +1.20D4.5OLr+0.50L+W+1.60H Span # 11 1.976 4.66 23.75 0.20 +1.20D+0.50L+0.50S+W+1.60H Span # 1 1 . 1.976 4.66 23.75 0.20 +1.20D+0.50L+0.20S+E+1.60H Span # 1 1 1.976 4.66 23.75 0.20 +0.90D+W+0.90H Span # 1 1 1.976 3.50 23.75 0.15 +0.90D+E+0.90H Span # 1 1 1.976 3.50 23.75 0.15 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. =" Defl Location in Span Load Combination Max. "+" Defl Location in Span Span 1 1 0.0462 2.000 0.0000 0.000 Detailed Shear Information Span Distance 'd' Vu (k) Mu d'Vu/Mu Phi'Vc Comment Phi'Vs Spacing (in) Load Combination Number (ft) (in) Actual ' Design (k -ft) (k) (k) Req'd Suggest +1.40D+1.6011 1 0.00 15.00 0.07 0.07 0.00 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.05 15.00 0.20 0.20 0.00 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.09. 15.00 0.33 0.33 0.01 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.14 15.00 0.46 0.46 0.03 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.19 15.00 0.59 0.59 0.05 1.00 • 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.24 15.00 0.72 0.72 0.08 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.28 15.00 0.85 0.85 0.11 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.33 15.00 0.98 0.98 0.15 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.6011 1 0.38 15.00 1.11 1.11 0.20 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.42 15.00 1.24 1.24 0.25 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.47 15.00 1.37 1.37 0.31 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.52 15.00 1.50 1.50 0.37 1.00. 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.6011 1 0.56 15.00 1.64 1.64 0.44 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.61 15.00 1.77 1.77 0.52 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.66 15.00 1.90 1.90 0.60 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.71 15.00 2.03. 2.03 0.69 1.00 20.40 . Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.75 15.00 2.16 2.16 0.79 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.4UD+1.60H 1 0.80 15.00 2.29 2.29 0.89 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.85 15.00 2.42 2.42 1.00 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.89 15.00 2.55 2.55 1.11 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.94 15.00 2.68 2.68 1.23 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 0.99 15.00 2.82 2.82 1.36 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.04 15.00 2.95 2.95 1.49 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.08 15.00 3.08 3.08 1.63 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.13 15.00 3.21 3.21 1.77 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.18 15.00 3.34 3.34 1.92 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.22 15.00 3.47 3.47 2.08 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.27 15.00 3.60 3.60 2.25 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.32 15.00 3.73 3.73 2.42 1.00 20.40 Vu < PhiVd2 Not Reqd. 0.00 0.00 +1.40D+1.60H 1 1.36 15.00 3.87 3.87 2.59 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.41 15.00 4.00 4.00 2.77 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.46 15.00 4.13 4.13 2.96 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.51 15.00 4.26 4.26 3.15 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.55 15.00 4.39 4.39 3.36 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 PAGE 3 YOUNG ENGINEERING SERVICES Project Title: THE CHATEAU AT LAKE LA QUINTA CIVIL & STRUCTURAL ENGINEERS Engineer: JT Project ID: 14-1422-30 77-682 COUNTRY CLUB DRIVE, SUITE B Project Descr: HOTEL EXPANSION PALM DESERT, CA 92211 T:760.772.5107 Beam Oh Elastic Foundation File 40011422-SanbomX(TheChateau at LAKE LAQUINTA Addi6on)14-1422-301Calcslchateau.ec6 ENERCAI.C, INC. 1993-2014, Build:6.14.11.18, Ver.6.14.11.18 1.111 • Description : EXISTING FOOTING AT BEAM F21 (18' W X 18' DEEP CONTINUOUS FOOTING) Detailed Shear Information PAGE 4 Span Distance 'd' Vu (k) Mu d'Vu/Mu Phi'Vc Comment Phi'Vs Spacing (in) Load Combination Number (ft) (in) Actual Design (k -ft) (k) (k) Req'd Suggest +1.400+1.60H 1 1.60 15.00 4.52 4.52 3.56 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.65 15.00 4.65 4.65 3.77 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.69 15.00 4.78. 4.78 3.99 1.00 20.40. Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.74 15.00 4.92 4.92 4.22 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.79 15.00 5.05 5.05 4.45 1.00 20.40 Vu <PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.84 15.00 5.18 5.18 4.69 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.6011 1 1.88 15.00 5.31 5.31 4.93 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 -1.40D+1.601-1 1 1.93 15.00 5.44 5.44 5.18 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 1.98 15.00 5.57 5.57 5.44 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.02 15.00 -5.44 5.44 5.44 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.07 15.00 -5.31 5.31 5.18 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.12 15.00 -5.18 5.18 4.93 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.16 15.00 -5.05 5.05 4.69 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.21 15.00 4.92 4.92 4.45 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.26 15.00 4.78 4.78 4.22 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.31 15.00 -4.65 4.65 3.99 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.35 15.00 4.52 4.52 3.77 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.40 15.00 -4.39 4.39 3.56 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.45 15.00 -4.26 4.26 3.36 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.400+1.60H , 1 2.49 15.00 A.13 4.13 3.15 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.54 15.00 -0.00 4.00 2.96 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.59 15.00 -3.87 3.87 2.77 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.64 15.00 -3.73 3.73 2.59 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.68 15.00 -3.60 3.60 2.42 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.73 15.00 -3.47 3.47 2.25 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.78 ' 15.00 -3.34 3.34 2.08 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.82 15.00 -3.21 3.21 1.92 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.87 15.00 -3.08 3.08 1.77 1.00. 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.92 15.00 -2.95 2.95 1.63 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 2.96 15.00 -2.82 2.82 1.49 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.01 15.00 -2.68 2.68 1.36 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.06 15.00 -2.55 2.55 1.23 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.11 15.00 -2.42 2.42 1.11 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.400+1.60H 1 3.15 15.00 -2.29 2.29 1.00 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.20 15.00 -2.16 2.16 0.89 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.25 15.00 -2.03 2.03 0.79 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 •3.29 15.00 -1.90 1.90 0.69 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.34 15.00 -1.77 1.77 0.60 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.39 15.00 -1.64 1.64 0.52 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.44 15.00 -1.50 1.50 0.44 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.48 15.00 -1.37 1.37 0.37 1.00 20.40 Vu < PhiVc12 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.53 15.00 -1.24 1.24 0.31 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.58 15.00 1.11 1.11 0.25 1.00 20.40 Vu < PhiVd2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.62 15.00 -0.98 0.98 0.20 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.400+1.60H 1 3.67 15.00 -0.85 0.85 0.15 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.72 15.00 472 0.72 0.11 1.00 26.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1:40D+1.60H 1 3J6 15.00 -0.59 . 0.59 0.08 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.81 15.00 -0.46 0.46 0.05 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.86 15.00 -0.33 0.33 0.03 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.91 15.00 -0.20 0.20 0.01 1.00 20.40 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.40D+1.60H 1 3.95 15.00 -0.07 0.07 0.00 1.00 20.40 Vu < PhiVct2 Not Reqd 0.00 0.00 PAGE 4 Allen Sanborn From: Young Engineering Services <donotreply@intuit.com> Sent: Thursday, January 22, 2015 4:57 PM To: asanborn@sanbornae.com Cc: se4044@aol.com Subject: Invoice from Young Engineering Services Attachments: Invoice_14119_from_Young_Engineering_Services.pdf Dear Allen Sanborn, Your invoice is attached. Please remit payment at your earliest convenience. Thank you for your business - we appreciate it very much. Sincerely, Young Engineering Services Invoice F-1 Young Engineering Services Bill To: Invoice #: 14-119 77-682 Country Club Dr #B Allen Sanborn Invoice Date: 11/13/2014 Palm Desert, CA 92211 71-780 San Jacinto Dr #E1 Due Date: 11/28/2014 (760)772-5107 Rancho Mirage, CA 92270 Terms: Net 15 se4044@aol.com Amount Due: $1,500.00 $colDetail.getLabelU Activity Amount Structural Engineering Miller Residence Remodel - Code Update ' 1500.00 i and revisions, 12 @ $125.00 Total: $1,500.00 Amount Due: $1,500.00 i 1