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BRES2014-1130
r ,f 4 78-495 CALLE TAMPIC0 LA QUINTA, CALIFORNIA 92253 Application Number: BRES2014-1130 Property Address: 53365 HUMBOLDT BLVD APN: 767700014 Application Description:, Sf1D Property Zoning: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Valuation: $572,220.80 Applicant: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty ofper' that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Di 'sion 3 of the Business and Professions Code and my License is in full force and effect. License Class: _ License No.: ��ate: 17/29// 4 Contra or: OWNER-BUILDF,R DECLARATION I hereby affirm under penalty of perjury that,4&exempt from the Contractor's State License Law for the following reason (Sec. 703175, 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 Divisio 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.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who 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: 12/29/2014 Owner: EAST OF MADISON P 0 BOX 1482 LA QUINTA, CA 0 Contractor: QUINN ENTERPRISES 30 OAK TREE DR RANCHO MIRAGE, CA 92270 (714)785-3885 Llc. No.: 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 ued. 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 i'n manner so as to become subject to the workers' compensation laws of Califor � an ree that, if I shout oee sum�6ject to the workers' compensation provisions of Se ion 3700 e r Eed , or wrt comply with those provisions. te: 12/2 9 / ¢ App cant:\ WARNING: FAILURE TO SECURE WO ERS' COVVENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO IMI, L PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($10 0 . 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 ordina construction, and hereby authorize representati% mentioned property for inspection purposes. Date:' 2� j "l Signature (Applicant or FINANCIAL DESCRIPTION I ACCOUNT QTY AMOUNT PAID PAID DATE ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $930.55 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forART IN PUBLIC PLACES - AIPP: $930.55 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $23.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA: $23.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - LIBRARIES 253-0000-43200 0 $344.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - PARKS/REC, 251-0000-43200 0 $2,048.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT' QTY AMOUNT PAID PAID DATE DIF -TRANSPORTATION 250-0000-43200 0 $2,842.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forDIF - SINGLE FAMILY DWELLINQ $6,894.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE TEMP POWER SERVICE 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $41.09 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $86.31 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $35.56 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL - NEW CONSTRUCTION: $314.76 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $143.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forGRADING: $143.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/ COMPRESSOR 101-0000-42402 0 $145.04 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $96.68 $0.00 PAID BY METHOD RECEIPT # CHECK # 'CLTD BY 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 ACCOUNT QTY 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 FURNACE 101-0000-42402 0 $145.04 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE PC 101-0000-42600 0 $96.68 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $120.90 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN PC 101-0000-42600 0 $48.30 $0.00 PAID BY METHOD RECEIPT # . CHECK # CLTD BY Total Paid forMECHANICAL: $669.56 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $790.45 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forNEW CONSTRUCTION PERMIT: $790.45 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,800.00 $1,800.00 10/1/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY QUINN ENTERPRISES CHECK R1618 7829 PJU Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,800.00 $1,800.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BACKFLOW DEVICE 101-0000-42401 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER 101-0000-42401 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BUILDING SEWER PC 101-0000-42600 0 $12.09 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $290.16 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $200.36 $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 ROOF DRAIN 101-0000-42401 0 $398.97 $0.00 PAID BY METHOD RECEIPT # CHECK #• CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE ROOF DRAIN PC 101-0000-42600 0 $398.97 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT 101-0000-42401 0 $36.27 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT PC 101-0000-42600 0 $21.75 $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: $1,472.19 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $74.39 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forSTRONG MOTION INSTRUMENTATION SMt $74.39 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT{ PAID PAID DATE SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forTUMF - RESIDENTIAL: $1,837.44 $0.00 Description: Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE Status: APPROVED Applied: 10/1/2014 PJU CHRONOLOGY TYPE FAMILY DETACHED ACTION DATE Approved: 12/17/2014 JJO Parcel No: 767700014 Site Address: 53365 HUMBOLDT BLVD LA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 62 Issued: Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $572,220.80 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 FROM CONSULTANT Details: 12/15/2014 STRUCTURAL APPROVED BY YOUNG ENGINEERING ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KAY HENSEL 12/17/2014 12/17/2014 MARY GAVE APPLICANT THE SCHOOL FEE LETTER NOTE MARY FASANO 11/4/2014 11/4/2014 PM 10 SUBMITTED PLAN CHECK COMMENTS FROM CONSULTANT PHILIP JUAREZ 12/15/2014 STRUCTURAL APPROVED BY YOUNG ENGINEERING RECEIVED PER T.H., N/S COMMENTS & REDLINE PLANS RETURNED TO PLAN CHECK PICKED UP KAY HENSEL 10/8/2014 10/8/2014 APPLICANT BEFORE STRUCTURAL CORRECTIONS HAVE COME BACK. ADMONISHED APPLICANT TO RESUBMIT ONLY AFTER BOTH STRUC & N/S PORTIONS HAVE BEEN CORRECTED. PLAN CHECK PICKED UP PHILIP JUAREZ 10/29/2014 Plans picked picked up by Octavio Rocha 760-778-8165 PLAN CHECK SENT TO PHILIP JUAREZ 10/1/2014 10/1/2014 OUTSIDE PC Printed: Monday, December 29, 2014 9:47:50 AM 1 of 6 RWSYSTEMS PLAN CHECK SUBMITTAL RECEIVED PHILIP JUAREZ 10/6/2014 FINANCIAL RESUBMITTAL PHILIP JUAREZ 12/1/2014 CLTD SENT TO PLAN CHECK CONSULTANT KAY HENSEL 12/3/2014 12/3/2014 STRUC TO YOUNG - DUE 12/15/14 TELEPHONE CALL JIM JOHNSON 10/7/2014 10/7/2014 CALLED APPLICANT TO INFORM HIM HE COULD PICK UP NON- STRUC PLAN CHECK ONLY. WHILE STRUC IS STILL OUT. TELEPHONE CALL JIM JOHNSON 10/28/2014 10/28/2014 STRUC CORRECTIONS REQUIRED. READY FOR PICK-UP TELEPHONE CALL JIM JOHNSON 12/17/2014 12/17/2014 CONTACTED QUINN ENT INC. TO IMFORM THEM PLANS ARE READY TO ISSUE PENDING; SCHOOL FEES AND BURRTEC WASTE PLAN. 101-0000-20306 0 $23.00 $0.00 CONDITIONS Total Paid forBUILDING STANDARDS ADMINISTRATION $23.00 $0.00 BSA: CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR QUINN ENTERPRISES 30 OAK TREE DR RANCHO CA 92270 MIRAGE OWNER EAST OF MADISON P O BOX 1482 LA QUINTA CA 0 Printed: Monday, December 29, 2014 9:47:50 AM 2 of 6 RWYS7EMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES - 270-0000-43201 0 $930.55 $0.00 RESIDENTIAL Total Paid forART IN PUBLIC PLACES - AIPP; $930.55 $0.00 BSAS SB1473 FEE 101-0000-20306 0 $23.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $23.00 $0.00 BSA: DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $0.00 DIF - COMMUNITY 254-0000-43200 0 $129.00 $0.00 . CENTERS Printed: Monday, December 29, 2014 9:47:50 AM 2 of 6 RWYS7EMS Printed: Monday, December 29, 2014 9:47:50 AM 3 of 6 RWYSTEMS CLTn DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $0.00 DIF - LIBRARIES 253-0000-43200 0 $344.00 $0.00 DIF - PARK 256-0000-43200 0 $40.00 $0.00 MAINTENANCE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $0.00 DIF - STREET 255-0000-43200 0 $116.00 $0.00 MAINTENANCE DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $0.00 Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $0.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $0.00 TEMP POWER SERVICE 101-0000-42403 0 $16.92 $0.00 PC Total Paid forELECTRICAL: $41.09 $0.00 RESIDENTIAL, EA 101-0000-42403 0 $86.31 $0.00 ADDITION 1,000SF RESIDENTIAL, EA 101-0000-42600 0 $35.56 $0.00 ADDITION 1,000SF, PC RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $0.00 1,000SF RESIDENTIAL, FIRST 101-0000-426000 $47.86 $0.00 1,000SF, PC Total Paid for ELECTRICAL - NEW CONSTRUCTION: $314.76 $0.00 RESIDENTIAL FINISH 101-0000-426000 $143.00 $0.00 GRADING PC Total Paid forGRADING: $143.00 $0.00 CONDENSER/COMPRES 101-0000-42402 0 $145.04 $0.00 SOR CONDENSER/COMPRES 101-0000-42600 0 $96.68 $0.00 SOR PC Printed: Monday, December 29, 2014 9:47:50 AM 3 of 6 RWYSTEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD, BY EXHAUST HOOD 101-0000-42402 0 $12.09 $0.00 EXHAUST HOOD PC 101-0000-42600 0 $4.83 $0.00 FURNACE 101-0000-42402 0 $145.04 $0.00 FURNACE PC 101-0000-42600 0 $96.68 $0.00 VENT FAN 101-0000-42402 0 $120.90 $0.00 VENT FAN PC 101-0000-42600 0 $48.30 $0.00 Total Paid forMECHANICAL: $669.56 $0.00 NEW CONSTRUCTION PERMIT 101-0000-424000 $790.45 $0.00 Total Paid for NEW CONSTRUCTION PERMIT: $790.45 $0.00 NEW CONSTRUCTION PLAN CHECK 101-0000-426000 $1,800.00 $1,800.00 10/1/14 R1618 7829 CHECK QUINN ENTERPRISES PJU Total Paid forNEW CONSTRUCTION PLAN CHECK: $1,800.00 $1,800.00 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $0.00 BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $0.00 BUILDING SEWER 101-0000-42401 0 $12.09 $0.00 BUILDING SEWER PC 101-0000-42600 0 $12.09 $0.00 FIXTURE/TRAP 101-0000-42401 0 $290.16 $0.00 FIXTURE/TRAP PC 101-0000-42600 0 $200.36 $0.00 GAS SYSTEM, 5+ OUTLETS 101-0000-42401 10 $36.26 $0.00 GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $0.00 ROOF DRAIN 101-0000-42401 0 $398.97 $0.00 ROOF DRAIN PC 101-0000-42600 0 $398.97 $0.00 WATER HEATER/VENT 101-0000-42401 j 0 $36.27 1 $0.00 Printed: Monday, December 29, 2014 9:47:50 AM 4 of 6 I?W.IYS TfMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES FINAL"* CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY STATUS REMARKS NOTES NON-STRUCTURAL JIM JOHNSON 10/1/2014 10/7/2014 10/7/2014 REVISIONS REQUIRED CORRECTIONS- 1ST PLAN CHECK CORRECTIONS REQUIRED By BY WATER HEATER/VENT 101-0000-42600 0 $21.75 $0.00 REVISIONS REQUIRED CORRECTIONS STRUC. CORRECTIONS REQUIRED 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: $1;472.19 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $74.39 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $74.39 $0.00 SINGLE FAMILY 224-0000-20320 0 $1,837.44 $0.00 DETACHED Total Paid forTUMF - RESIDENTIAL: $1,837.44 $0.00 TOTALS:90 :•0 00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES FINAL"* PARENT.O REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES NON-STRUCTURAL JIM JOHNSON 10/1/2014 10/7/2014 10/7/2014 REVISIONS REQUIRED CORRECTIONS- 1ST PLAN CHECK CORRECTIONS REQUIRED applicant will pick up non- struc plans only while stuc is still out at young engineering STRUCTURAL BUILDING BUCKET 10/1/2014 10/15/2014 10/28/2014 REVISIONS REQUIRED CORRECTIONS STRUC. CORRECTIONS REQUIRED Printed: Monday, December 29, 2014 9:47:50 AM 5 of 6 RWSYSTEMS 1ST PW GREEN SHEET AMY YU 11/4/2014 11/18/2014 11/13/2014 APPROVED PLANS APPROVED. MODIFIED PLAN CHECK ON ACC # 101-0000-4260, PLUMBING PLAN CHECK NON-STRUCTURAL JIM JOHNSON 12/3/2014 12/15/2014 12/17/2014 APPROVED APPROVED FEE TO ADJUST FOR OVER CHARGE ON PLAN CHECK DEPOSIT. $1800 CHARGED, DUE WAS $1710.20 OVER CHARGE $89.80. STRUCTURAL BUILDING 12/3/2014 12/17/2014 12/17/2014 APPROVED APPROVED PLANS APPROVED BUCKET Printed: Monday, December 29, 2014 9:47:50 AM 6 of 6 CRWYSTEMS P.O. BOX 1504 APPLICATION ONLY Building11 78-495 CALLE TAMPICO Address 0 6( UArkyj my u • LA QUINTA, CALIFORNIA 92253 Uw er ,SQ Ca WibQAN —I \� Q BUILDING: TYPE CONST. OCC. GRP A.P. Number—7 (P-7 -700 r 6 A— O Legal Description g p Project /Description n,, Mailing Address �.� City Zib �} Tel. ' C tractor G L- yl Address .. G Q Y,-CqS21P P2 ( Ci Cwu1iL19 l'2 7_7 O ?iy 756'-3sE5 Sq. Ft. O)v� No. Z No. Dw. Size Stories Units State Lic. & Classif. -� ✓� City Lic. # Arch., Eng/r.y, �'1 `` Designero;2 � 0 QK, YT - Newt Add❑ Alter Repair❑ Demolition d b��dr�V Tel '7(406- 7 V—Qi I la, Ci Zip 2Ij 2 State Lic. # C — 2API LICENSED CONTRACTOR'S DECLARATION I hereby affirm 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. O SIGNATURE DATE OWNER -BUILDER DECLARATION Estimated Valuation 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 such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's 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 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally o/ not more than five hundred dollars ($500). PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 1 ❑I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not appy to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. I/, however, the building or improvement is sold within one year o/ completion, the owner -builder will have the burden of proving that he did not build -or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply—S to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason • Const. Mech. Electrical Plumbing [� Gra(N Vi Drive Enr,,� t Date Owner Infras c re v - 1y BF tSf DEpA� \` WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑Copy is filed with the city. 0Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE TOTAL CONTACT INFORMATION (chis section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the pert or c or w Ic ns��a ed, I shall not employ any pers n I any manners become subject to rke�Compensation Laws of California. ( NAME: PHONE: Date Owner NOTICE T APPLICANT.• If,mak this Certificate of Exemption you should become ZONE: BY: subject to the Workers' Com satfon rovisions of the Labor Code, you must forthwith comply with such provisions or th ermit shall be deemed revoked. 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 which this permit is issued. (Sec. 3097, Civil Code.) Rear Setback from Rear Prop.Line 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 expiration if work thereunder is suspended for 180 days. Side Setback from Property Line 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 the above-mentioned property for inspection purposes. Signature of applicant i�l G h% Date Mailing Address FINAL DATE INSPECTOR Issued by: Date Permit Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE - Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 . Project Name: _ Owner's Name: Project Address: This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONEAMOUNT: . LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE California Education Code 17620) 171ST (MADISON, CLUB Date: December 29, 2014 zuast6ion /-;P, 4 -Q- 53 -Y65 'L 53- 65 HUMBOLDT, LA QUINTA, CA 92253 Project Description: SINGLE FAMILY DWELLING UNIT APN: 767-700-014 Tract #: Type of Development: Residential �1 Commercial Phone No. Lot #'s: Industrial Total Square Feet of Building Area: 6,460 Sq. Ft. Certification of Applicant/Owners: The person signing certilks that the above information is c=ect and-makPw4ks=*atement under penalty of perjury and further represents that he/she is authoriz.fAstgn 7on Dated: Signature: loper. SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE JECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 6,460 Sq. Ft. t , Amount per Sq.Ft. $3.36 Amount Collected $21,705.60- Building 21,705.60' Buildin_ g Permit Application Completed: Yes/No _ By: ' Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Leticia Torres, Facilities Analyst Signature: Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January f,-1997, requires that1h"istrict provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. vlV:c/mydacs/devlees/cerlilicateofcompliance form updated 3-2007 11/2010 THE M:A.DISON CLUB OWNERS' A.SSOC:I..ATI:ON November 21, 2014 Mr. John McGraw C/O. Lance O'Donnell 02 Architecture 1089 N. Palm Canyon Drive, Suite B Palm Springs, CA 92262 RE: Lot 6211 at 53365 Humboldt Final Construction Document Review Dear Mr. McGraw: This correspondence shall serve as notification from The Madison Club Design Review Committee ("DRC") that your final design submittal was reviewed at the November 13, 2014 meeting. The project was approved and construction may commence at the lot subject to a Pre -Construction Meeting being held in the field. However, the following stipulations must be addressed prior to pouring foundation it the lot. I . As a reminder, strategic placement of all plumbing vents is required so they will be out of view. In addition the committee suggests the use of heat pumps instead of gas furnaces to reduce roof mounted vents and applicable equipment. 2. A sample of the galvanized metal chimney cap material is required prior to approval and instal lation,in the field. 3. Courtesy comment: Alyogyne is a short-lived plant. The committee recommends that you provide an alternative species on your planting plan in the event your installer, or the future maintenance provider, needs to replace the material. 4. Washintonia filifera's will exceed the 3' maximum height limit in the view corridor. The trees must be eliminated and/or relocated out of the view corridor triangles at both side of the lot. 5. There is a grass path shown extending through the golf course. The committee cannot approve improvements located on the golf club property. Please review this design with the golf club superintendent and provide written approval to the committee. 6. Mexican feather grass is very invasive. The committee recommends the use of an alternate grass species. Please contact Brook Marshall at (760) 219-8057 or by email at DRCFacilitator�gmail.com or Jim Brown with any questions regarding this review or to schedule your Pre -Construction Meeting once a Building Permit has been obtained. Sincerely, MADISON CL jU�R� jDESIGN REVIEW COMMITTEE By: Title: ��it�� Date: cc: DRc 1'.'ilc Pursuant to Cal. Civil Code, any re%clirm by the ARC.' may he appealed to the Board n%Directors for lire Association. ff you ivish to pursue an appeal, please contact the Association 's properly manal;er so thin you may he pul on the new meetinf; axenda. 53t�:S5 Mruiwi`rurse WAY, L.A QuirrrA, CA y2953 'Tri. 760,391-1 )-(i4. FAx 760 .3.91-4,01 Branch':OCC,User :3600 A Comment: FIDELITY NATIONAL T M. E COMPANY SUBDIVISION DEPARTMENT WHEN RECORDED MAIL TO: Equestrian Life LLC 53 Soaring Board Court Las Vegas NV 89135 MAIL.TAX STATEMENT TO: SAME AS ABOVE Station Id :SOLI DOC # 2014-0226248 06/19/2014 02:54 PM Fees: $27.00 Page 1.of 5 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder —This document was electronically submitted to the County of Riverside for recording— Rereinted by MR1117 APN: 767-700-014 (This space for Recorder's use only) Tif9.' oewD US DOCUMENT TRANSFER TAX $ %i (DSV •0'' XX Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at the time of sale. &' S . LUA Siguture of Declarant or Agedt determining tax - Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, EAST OF MADISON, LLC, a Delaware limited liability company ("Grantor"), hereby GRANT(S) to Equestridn Life LLC, a California Limited Liability Company ("Grantee'), the real property located in the City of La-Quinta, County of Riverside, State of California, described as: See Legal Description attached hereto and incorporated herein as Exhibit "A". SUBJECT TO all matters of record including, without limitation, the covenants and agreements described in Exhibit "A" attached hereto. Dated: June 4, 2014 EAST OF MADISON, LLC, a Delaware limited liability company By: 120. Acre Partners, LLC, a Delaware limited liability company Its: Managing Member By: Discovery La Quinta Investors, LLC, A Delaware limited ' bility co pany Its authorized Rep ent/attiv By Joseph L. Arenson Its: Authorized Representative RIVERSIDE,CA Page 1 of 5 Printed on 10/28/2014 11:21:07 AM Document: DD 2014.226248 Branch :OCC,User :3600 Comment: Station Id :SOLI DOC #2014-0226248 Page 2 of 5 06/19/2014 02:54 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of ' Arizonas County of Maxicopa On June 4, 2014 before me, Maria E. Varms AOTAW rus O -Z ME. NATMX OF UFFICFA- EO. -JAM WX KMARv PUBLIC personally appeared Joseph L. Arenson NME(9)UP SMIMM who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Ge0ernie that the foregoing paragraph is true and correct. A&q-~0 WITNESS my hand and official seat. _ r ) Signatures k1AAlA E YMGAS [* mmyr Pam - msmu Makolm county My -Com Ev to Mq 10, 2014 :- . RIVERSIDE,CA Document: DD 2014.226248 ACIWOW Page 2 of 5 Printed on 10/28/2014 11:21:07 AM Branch :000,User :3600 Comment: Station Id :SOLI DOC #2014-0226248 Page 3 of 5 06/19/2014 02:54 PM EXHIBIT -A- Lep-al Description Parcel No, 1: Lot 62 (the "Lot") of Tract No. 33076-2 as shown on Subdivision Map (the "Map') recorded on November 29, 2005, in Book 393, Pages'61 to 80, inclusive, of Maps, in the Office of the Riverside County Recorder and as amended in that certain Certificate of Correction recorded May 4, 2010, as Instrument No. 2010-0204536 of Official Records. EXCEPTING AND RESERVING THEREFROM TO GRANTOR, and its successors, assigns, invitees, licensees and employees, together with the right to grant and transfer all or a portion of the same, all easements and rights of access, ingress, egress, encroachment, maintenance, drainage, support, and for other purposes over the Association Maintenance Areas and other portions of the Lot, but only to the extent of such rights are reserved to the Grantor in the following instruments: 1. The Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for The Madison Club Owners Association (the "Declaration"), recorded on September 13, 2005, as Instrument No. 2005-7543 87, of Official Records of Riverside County, California (the "Official records'); Parcel No. 2: Nonexclusive easements for access, ingress, egress, drainage, maintenance, repairs and for other purposes, all as described in the Declaration. SUBJECT TO: 1. Non delinquent general, special and supplemental real property taxes and assessments. 2. All other covenants, conditions, restrictions, reservations, easements, rights and rights -of: way of record including, without limitation, the Declaration of Map for Tract No. 33076-2. Grantee, by acceptance and recordation of this Grant Deed, hereby (a) accepts and approves all of the foregoing in this Grant Deed, (b) grants to Grantor and. The Madison Club Owners Association such powers and rights as are set forth in the Declaration, and (c) accepts, covenants and agrees to be bound by and assume performance of all the application provisions and requirements set forth in the Declaration, including Section 13.15 establishing the procedure for resolving disputes with Grantor, and the notice, which provisions and requirements are acknowledged to be reasonable and incorporated herein by this reference thereto. This grant is conditioned upon the performance of such provisions and requirements as are to be performed by Grantee under the Declaration. The restrictions on use and occupancy of the Lot are set forth in the Declaration to which this Grant Deed is specifically and expressly made subject. RIVERSIDE,CA Page 3 of 5 Printed on 10/28/2014 11:21:07 AM Document: DD 2014.226248 Branch :000,User :3600 Comment: Station Id :SOLI DOC #2014-0226248 Page 4 of 5 06/19/2014 02:54 PM GRANTEE HEREBY ACCEPTS AND APPROVES THE FOREGOING, granting unto Grantor and The Madison Club Owners Association such powers and rights which are set forth in the Declaration defined above, on _&::::e S - / `/ 2014. : JjInes M. McGraw, Managing Member CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On 06-18-14 before me, S. Coman, Notary Public DATE mmi. TTIIY op omaR • EO.7AM WlQ NOTARY PUBLIC personally appeared James M. McGraw RAMEM OF SKM W8) ,CO N Cate ii 20954'lt N ��•CaNfta� WITNESS my hand and official seal. who proved to me on the basis of satisfactory evidence to be the . person(owhose name(e) is/afe subscribed to the within instrument and acknowledged to me that he/she[1 xXexecuted the same in his/licr(Sbeir authorized capacity(iEJ) and that by his/hvrflfids signaturek)on the instrument the person(g), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. RIVERSIDE,CA Page 4 of 5 Printed on 10/28/2014 11:21:07 AM Document: DD 2014.226248 Branch :000,User :3600 Comment: Station Id :S0L1 DOC #2014-0226248 Page 5 of 5 06/19/2014 02:54 PM ,-1 SPL GOVERNMENT CODE 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary 22 C Y1 Notary Identification Number Vender Identification Numbernnp1 County Where Bond Is Filed\WS \ Gl Q Date Commission Exv h _ Place of Execution c�I 1 Yu DATE:_/ 1 12014 RIVERSIDE,CA Document: DD 2014.226248 SPL, Inc. as agent 7111th( bAmav onn SigriaWre Page 5 of 5 Printed on 10/28/2014 11:21:07 AM Branch :OCC,User :3600 Comment: Station Id :SOLI FIDELITY NATIONAL TITLE COMPANY SUBDIVISION DEPARTMENT RECORDING REQUESTED BY First American Title Company AND WHEN RECORDED MAIL DOCUMENT TO: East of Madison LLC P.O. Box 1482 La Quints, CA 92247 A.P.N.: 767-700-014 DOC # 2014-0226249 06/19/2014 02:54 PM Fees: $48.00 Page 1 of 7 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder —This document was electronically submitted to the County of Riverside for recording— Receipted by: MRUIZ Above This Lhm for Reoordees Use Only File No.: RIW-4653707 (SE) DEED OF TRUST WITH ASSIGNMENT OF RENTS (LONG FORM) THIS DEED OF TRUST, made this, between TRUSTOR: Equestrian Life LLC, a California limited liability company whose address Is 53 Soaring Board Court, Las Vegas, NV 89135, TRUSTEE: First American Title Company, a California corporation and BENEFICIARY: East of Madison LLC WITNESSETH: That Trustor grants to Trustee in trust, with power of sale, that property in the City of to Quinta. County of Riverside. State of California, described as: PARCEL 1: LOT 62 OF TRACT NO. 33076-2, IN THE CITY OF LA QUINTA, AS SHOWN BY MAP ON FILE IN BOOK 393, PAGE(S) 61 THROUGH 80, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, AND AS AMENDED IN THAT CERTAIN CERTIFICATE OF CORRECTION, RECORDED ON MAY 4, 2010, AS INSTRUMENT NO 2010-0204536 OF OFFICIAL RECORDS. PARCEL 2: NONEXCLUSIVE EASEMENTS FOR ACCESS, INGRESS, EGRESS, DRAINAGE, MAINTENANCE, REPAIRS AND FOR OTHER PURPOSES, ALL AS DESCRIBED IN THE DECLARATION RECORDED SEPTEMBER 13, 2005, INSTRUMENT NO. 2005-07S4387, OFFICIAL RECORDS. (Continued on Page 2) 1193(1/94) Page 1 of 6 RIVERSIDE,CA Page 1 of 7 Printed on 10/28/2014 11:21:07 AM Document: TD 2014.226249 Branch :OCC,User :3600 Comment: Station Id :SOLI DOC #2014-0226249 Page 2 of 7 06/19/2014 02:54 PM together with rents, Issues and profits thereof, subject, however, to the right, power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents, Issues and profits for the purpose of securing (1) payment of the sum of $500.000.00, with ingest thereon according to the terms of a promissory note or notes of even date herewith made by Trustor, payable to order of Beneficiary, and extensions or renewals thereof, (2) the performance of each agreement of Trustor incorporated by reference or contained herein and (3) payment of additional sums and Interest thereon which may hereafter be loaned to Tnlstor, or his successors or assigns, when evidenced by a promissory note or notes reciting that they are secured by'thls Deed of Trust. To protect the security of this Deed of Trust, Trustor agrees: 1) To keep said property in good condition and repair, not to remove or demolish any building thereon; to complete or restore promptly and in good and workmanlike manner any building which may be oonstrucbed, damaged or desbvM thereon and to pay when due all claims for labor performed and materials fumished therefore, to comply with all laws affecting said property or requiring any alterations or improvements to be made thereon, not to commit or permit waste thereof; not to commit, suffer or permit any act upon said property In violation of law; to cultivate, Irrigate, fertilize, fumigate, prune and do all other acts which from the character or use of said property may be reasonably necessary, time specific enumerations herein not excluding the general. 2) To provide, maintain and deliver to Beneficiary fire Insurance satisfactory to and with loss payable to Beneficiary. The amount collected under any fire or other Insurance policy may be applied by Beneficiary upon indebtedness secured hereby and in such order as Beneficiary may determine, or at option of Beneficiary time entire amount so collected or any part thereof may be released to Trustor. Such application or release shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. 3) To appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; and to pay all costs and expenses, including cost of evidence of title and attorney's fees in a reasonable sum, in any such action or proceeding in which Beneficiary or Trustee may appear, and in any suit brought by Beneficiary to foreclose this Deed. 4) To pay, at least ten days before delinquency all taxes and assessments affecting said property, Including assessments on appurtenant water stock; when due, all encumbrances, charges and liens, with interest, on said property or any part thereof, which appear to be prior or superior hereto; all cost, fees and expenses of this Trust Should Trustor fail to make any payment or to do any act as herein provided, then Beneficiary or Trustee, but without obligation so to do and without notice to or demand upon Trustor and without releasing Trustor from any obligation hereof, may; make or do the same in such manner and to such extent as either may deem necessary to protect the security hereof, Beneficiary or Trustee being authorized to enter upon said property for such purposes; appear in and defend any action purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; pay, purchase, contest or compromise any encumbrance, charge or lien which in the judgment of either appears to be prior or superior hereto; and, in exercising any such powers, pay necessary expenses, employ counsel and pay his reasonable fees. 5) To pay immediately and without demand all sums so expended by Beneficiary or Trustee, with Interest from date of expenditure at the amount allowed by law in effect at the date hereof, and to pay for any statement provided for by law in effect at the date hereof regarding the obligation secured hereby any amount demanded by the Beneficiary not to exceed the maximum allowed by law at the time when said statement Is demanded. (Continued on Page 3) 1193 (1/94) Page 2 of 6 RIVERSIDE,CA Page 2 of 7 Printed on 10/28/2014 11:21:07 AM Document: TD 2014.226249 Branch :OCC,User :3600 It Is mutually agreed: Comment: Station Id :SOLI DOC #2014-0226249 Page 3 of 7 06/19/2014 02:54 PM i 1) That any award in connection with any condemnation for public use of or injury to said property or any part thereof Is hereby assigned and shall be paid to Beneficiary who may apply or release such moneys received by him in the same manner and with the same effect as above provided for disposition of proceeds of fire or other insurance. 2) That by accepting payment of any sum secured hereby after its due date, Beneficiary does not waive his right either to require payment when due of all other sums so seared or to declare default for failure so to pay. 3) That at any time or from time to time, without liability therefore and without notice, upon'written request of Beneficiary and presentation of this Deed and said note for endorsement, and without affecting the personal liability of any person for payment of the indebtedness secured hereby, Trustee may: reconvey any part of said property; consent to the making of any map or plat thereof; join in granting any easements thereon, or join In any extension agreement or any agreement subordinating the lien or charge hereof. 4) That upon written request of Beneficiary stating that all sums secured hereby have been paid, and upon surrender of this Deed and said note to Trustee for cancellation and retention or other disposition as Trustee in Its sole discretion may choose and upon payment of Its fees, Trustee shall reeonvey, without warranty, the property then held hereunder. The recitals In such reconveyance of any matters or facts shall be conclusive proof of the truthfulness thereof. The Grantee In such reconveyance may be described as "the person or persons legally entitled thereto" 5) That as additional security, Trustor hereby gives to and confers upon Beneficiary the right, power and authority, during the continuance of these Trusts, to collect the rents, Issues and profits of said property, reserving unto Tnntor the right; prior to any default by Trustor In payment of any indebtedness seared hereby or In performance of any agreement hereunder, to collect and retain such rents, issues and profits as they become due and payable. Upon any such default, Beneficiary may at any time without notice, either in person, by agent, or. by a receiver to be appointed by a court, and without regard ,to the adequacy of any security for the Indebtedness hereby seared, enter upon and take possession of said property or any part thereof, In his own name sue for or otherwise collect such rents, Issues, and profits, Including those past due and unpaid, and apply the same, less costs and expenses of operation and collection, including reasonable attorney's fees, upon any Indebtedness seared hereby, and in such order as Beneficiary may determine. The entering upon and taking possession of said property, the collecting of such rents, issues and profits and the application thereof as aforesaid, shall not are or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. 6) - That upon default by Trustor In payment of any Indebtedness secured hereby or in performance of any agreement hereunder, Beneficiary may declare all sums seared hereby Immediately due and payable by delivery to Trustee of written declaration of default and demand for sale and of written notice of default and of election to cause to be sold said property, which notice shall cause to be filed for record. Beneficiary also shall deposit with Trustee this Deed, said note and all documents evidencing expenditures secured hereby. 'After the lapse of such time as may then be required by law following the recordation of said notice of default, and notice of said having been given as then required by law, Trustee, without demand on Trustor, shall sell said property at the time and place fixed by it in said notice of sale, either as a whole or in separate parcels, and in such order as it may determine, at public auction to the highest bidder for case In lawful money of the United States, payable at time of sale. Trustee may postpone sale of all or any portion of said property by public announcement at such time and place of sale, and from time to time thereafter may postpone such sale by public (Continued on Page 4) 1193(1/94) Page 3 of 6 RIVERSIDE,CA Page 3 of 7 Printed on 10/28/2014 11:21:07 AM Document: TD 2014.226249 Branch :OCC,User :3600 Comment: Station Id :SOLI DOC #2014-0226249 Page 4 of 7 06/19/2014 02:54 PM announcement at the time fixed by the preceding postponement Trustee shall deliver to such purchaser its deed conveying the property so sold, but without any covenant or warranty, express or Implied. The recitals in such deed of any matters or fads shall be conclusive proof of the truthfulness thereof. Any person, Including Trustor, Trustee, or Beneficiary as hereinafter defined, may purchase at such sale. - i After deducting all costs, fees and expenses of trustee and of this Trust, Including costs of evidence of title In connection with sale, Trustee shall apply to proceeds of sate to payment of: all sums expended under the terms hereof, not then repaid, with accrued Interest at the amount allowed by law in effect at the date hereof, all other sums then secured hereby, and the remainder, if any, to the person or persons legally entitled thereto. 7) Beneficiary, or any successor In ownership of any Indebtedness secured hereby, may from time to time, by Instrument in writing, substitute a successor or successors to any Trustee named herein or acting hereunder, which Instrument, executed by the Beneficiary and duly acknowledged and recorded In the office of the recorder of the county or counties where said property is situated shall be conclusive proof of proper substitution of sum successor Trustee or Trustees, who shall, without conveyance from the Trustee predecessor, succeed to all Its title, estate, rights, powers and duties. Said instrument must contain the name of the original Trustor, Trustee and Beneficiary hereunder, the book and page where this Deed is recorded and the name and address of the new Trustee. 8) That this Deed applies to, inures to the benefit of, and binds all parties hereto, their heirs, legatees, devisees, administrators, executors, successors and assigns. The term Beneficiary shall mean the owner and holder, including pledgees, of the note secured hereby, whether or not named as Beneficiary herein. In this Deed, whenever the context so requires the masculine gender Includes the feminine and/or neuter, and the singular number Includes the plural. 9) That Trustee accepts this Trust when this Deed, duly executed and acknowledged, Is made a public record as provided by law. Trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Trustor, Beneficiary or Trustee shall be a party unless brought by Trustee. 10) Trustor requests that copies of the notice of default and notice of sale be sent to Trustor's address as shown above. Beneficiary requests that copies of notices of foreclosure from the holder of any Hen which has priority over this Deed of Truce be sent to Beneficiary's address, as set forth on page one of this Deed of Trust, as provided by Section 2924(b) of the California avll Code. If the Trustor shall sell, convey or alienate said property, or any part thereof, or any Interest therein, or shall be divested of his title or any Interest therein in any manner or way, whether voluntarily or Involuntarily, without the written consent of the Beneficiary being first had and obtained, Beneficiary shall have the right, at Its option, except as prohibited by law, to declare any Indebtedness or obligations secured hereby, irrespective of the maturity date specified In any Note evidencing the same, Immediately due and payable. (Continued on Page 5) 1193(1/94) Pape 4 of 6 RIVERSIDE,CA Page 4 of 7 Printed on 10/28/2014 11:21:08 AM Document: TD 2014.226249 Branch :O0O,User :3600 Comment: Station Id :SOLI DOC #2014-0226249 Page 5 of 7 06/19/2014 02:54 PM Equestrian Life LLC, a California limited 1` y company '1-1 ,fohn M. McGraw, Managing Member STATE OF California AS COUNTY OF Riverside ) On 06-18-2014 before me, S. Coman Nota Pubilc, personally appeared o M. McGraw Notary . who proved to me on the basis of satisfactory evidence to be the persorVs) whose nawAo) Islam subscribed to the within Instrument and adcnowledged to me that he/*&Ahey executed the same in his/he ylbek authorized capacity(jes), and that by his/beg0teir signature(p) on the Instrument the person(@), or the entity upon behalf of which the person(4) ailed, executed the Instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. M commit los tf 20 121 N"I Pubo. • calow" Signature ft"r" cWAVi My Commission Expires: 08-28-17 This area for oftlal notarial seal (Continued on Page 6) 1193(1/94) Page 5 of 6 RIVERSIDE,CA Page 5 of 7 Printed on 10/28/2014 11:21:08 AM Document: TD 2014.226249 06=3M ' — — - i\ — — — — — — — — — — — — — — -- ewe" — — — — — — — — — — — — — — — — — — — — — — — — — — — (H"d310'JI a La _ — ' D LOT , LZM zz Z6 La"i , M ,net., Al � c t<L -- —_---- a ez'Bn.' — — — -- — ---- — � — — i zl a•, 6t l ' I a O 8C z°rezz ty?�f 11 � U90 1 BrcST12 F LZ so $ \ be a ,r re re 1 Beroct / 6f 69 w y G gpCB 'a 61 \ i . Z9 w Q 1 BB LSs fP �a I LrBB.I BI 99 - . / Ll . d / C9 I = 61 I J 99 I Bac°L � I g f I 6 S l9� rr'ttt rr'tn fl ice" Bcres� « ul p o \ ZI F 11 �e 01 d �, Wm ree °� ^ i4 QO m \ pr 6S O as �Lc 9 is cZ�•, Bart 6C Breit zcc°rn BL � _ mai a Le O a Lval.� Ltrenn 9S O & S G uBe �e� ThoLOToew�HWes=, — — �r cs _ � — — — — — — — UdVOBONVV — c CS / / Qo ------------� r--———— — -- — ——m— \ a — 1 N LOT -------------f Ego aX LI . ascription: Riverside, CA Assessor Map 767.70 Page: 1 of 1 II Building Permit Number. Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Pian Submittal Datel 12/22/2014 Job Site Owners N Number, Street, or PO City, State, Postal C Owners Phone Nun Owners E -Mail Add Project Managers Name Project Managers Phone Number Project Managers E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code Project Square 53365 Humboldt Blvd. Equestrian Life 3 Oak Tree Dr. Rancho Mirage, CA 92270 John Quinn 714-785-3885 lohn.auinnficox.net Quinn Enterprises 3 Oak Tree Dr. Rancho Mirage, CA 92270 6,500 City Approval By Date of City Approval ials To Be Discarded: Product Tons Trash 12.35 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (broken) 0.00 Brick/Block 0.00 Recyclable Piaster 1.30 Cardboard 2.15 Recyclable Scrap Metal 0.00 Commingled 0.00 Recyclable Tile (floor) 1.11 Concrete 0.52 Recyclable Tile (roof) 0,00 Drywall 0.38 Recyclable Wood 1 16.25 Donated / Reuse* 0.00 Recyclable Landscape Debris 0.00 *Describe Items Totals: Recycle Trash Projected Diversion: 21.7 12.4 I understand it Is the property owners responsibility to submit copies of weight tickets or receipts to the District Environmental CoordirmW as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the jobelte waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued In the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still Issued In the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP aro adhered to. The property owner(s) and general contractor shall be kept Informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recyc ler or transfer Owner / Developer I Project Manager I Superintendent Date Comments: Structural content i agpro ble. If you have any questions, please call. Time = 3.25 HR 0O Via, -0 . DEV.tl This Material. Sent for: ❑ Your Files ❑ Your Review ❑ Checking . Other:. ❑ ® Per Your Request ❑ Approval ❑ At the request of: YOUNG �; �e z� �E�NGINEERING B ° pwm�� o�,` y�,, 3. x1 Letter of Transmittal To: ,' City of La ,Quinta Today's Date: 12-15-14 -78-495 Calle Tampico" City Due Date: 12-15-14 La Quinta, CA 92253 Project Address: 53-365 Humboldt Blvd Attn: Kay Plan Check #: BRES 2014-1130 Submittal:, ® 1st ❑ 4th ❑ 2nd ; ❑ 5th ❑. 3rd ❑ Other: We are forwarding. ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: ❑ Structural Plans ® 1 Revised Structural Plans ❑ Structural Calculations ® 1 Revised Struct. Calcs 3 Joist Calculations and ❑ Revised Truss Layout Floor and Roof ® 1 Soils Report ❑ Revised Soils Report ® Structural Comment List/ 2, Responses ❑ Approved Structural Plans ® 1 Redlined Structural Plans ❑ Approved Structural Calcs ® 1 Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils. Reports ® 1 Other: Elevator Planning . Guide Comments: Structural content i agpro ble. If you have any questions, please call. Time = 3.25 HR 0O Via, -0 . DEV.tl This Material. Sent for: ❑ Your Files ❑ Your Review ❑ Checking . Other:. ❑ ® Per Your Request ❑ Approval ❑ At the request of: 1 691ES 2o!q -113 0 CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Buildinq '& Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: /Z71 Developer: �y f� h [-�J t k,2 �) r2� T- 1 C. Tract No.3 07 -?Tract Name: I �GW Lot No.(s): (,,2 Address(s): S33-15 H VYY bd V 1 Phone Number: R)"l ) -70 5---3 6S— The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: Q/CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. (2 Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4 Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. Attach supporting documentation- for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: 11 . l 13 / JT Public Works Distribution: ( Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklisls - Forms & ApplicalionsWorms & ApplicationslGREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement <1 acre/lot or Infill Project Project Information Project Contractor: Wjmb CSI 7 I e S Project Phase Project Name: (check one) / Project Tract/Lot Numbers: J3 U-3to Construction 0 Demolition Project Street Address: 5j 33 (,9S N V YrJbOV � 1 '_90J D Lpt ��T C 0� 2:2- 2Construction Total Acres in Active Construction(<1 acre per Anticipated Start Date: l Z/ V / Anticipated Completion Date: 2 / ( /157 Lot): PM10 Contact Please note: Dust control is required 24 hours a day, 7 days a week, regardless of Information construction status. Person listed below is responsible for dust control during business and non)usiness hours. Name: �1'1 Title: Company Name: O 1 v1 h 1 ra Mailing Address: 2 I)IJ City, State, ZIP Code: i Primary Phone _t`VC1?-%2 cb6� Fax M 'l%G —4 S 1 mergency 24 Hour Emergency-714 L , 3 U 5 Phone#: -� Cell Phone #: V 5� ^ 6Ci D� Email Address: Jcl C\-- G 1J tv, YL <2, �/U •� e� PM10 Certificate #: Ub - VO "'- 19 Z The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; ❖ Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ II hold harmless the City/County and its representatives from liability for any actions related to this dust control pl a emen activities. 10-2--.71--14 Sign t re of Pro zed Representative Date City of La Quinta - PM10 Fugitive Dust Control Plan (<1 acre per Lot or Infill Project) R ' This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). ❖ WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied from an adequate sized metered water source to dry soils to prevent: ■ Visible dust emissions >20% opacity ■ Visible dust emissions that travel >100 feet from the source (within site) ■ Visible dust emissions that cross any property line EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183). ❖ CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. ❖ WEATHER MONITORING: Wind predictions shall be monitored. ❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook for Construction Signage Guidelines. ee TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. ❖ PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. ❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. ❖ EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. ❖ EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. ❖ DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site. INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. ❖ RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). 'Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Sladden Engineering 45090 Golf Center Parkw sy, Suite F, Indio, CA 922,01 (760) 8630713 Fa: (760) 863.017 6782 Stanton Avenue, Suite A, Buena Putt, CA 90621 (714) 523-0952 Fax (714) 323-1369 450 Egan Avenue. Beaumont, CA 92223 (951) 845-7743 fax (951) 845-8863 800 E. Florida Avenue, Hems, CA. 92543 (951) 766-M7 Fax (951) 766-8778 September 3, 2014 Quinn. Enterprises 3366 Via lido New Port Beach, California 92663 Subject: Geotechnical Update Project; Proposed Custom Residence 53365 Humboldt Boulevard The Madison Club - Lot 62B 1.a Quinta, California Project No. 544-14229 1.4-09-338 Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28, 2005; Project No. 54,14810, Report No. 05-01-101 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated March 2,2006; Project No. 5224810; Report No. 06-02-120 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence to be to be constructed at 53365 Humboldt Boulevard, (identified as Lot 62B) within the Madison Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread .footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Madison Club project site. The rough grading included over -excavation and recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced report of Testing and Observation During Rough Grading along with the compaction test results. Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building area that falls within the previously assumed building envelope. The building areas should be cleared- of--surface-vegetation,-scarified-and-moisture conditioned prior to precise grading. The expo led(su aWsho@_d .C acteclJo p i minimum of -90 percent relative compaction prior to fill pl ce@i*V Meprev'cg ly removed soa and atiy' fill )' naterial should be placed in thin lifts at i ear optimum moisneN foanteJ and compacted to at least 90 percent relative compaction. CONS t RU 1 V DATE I )7f1 i. BY ,, Sladdm September 03, 2014 -2- Project No. 544-14229 14-09-338 The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous reports also address the potential for liquefaction, subsidence and differential settlement. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. The allowable bearing pressures recommended in the referenced Geotechnical Investigation report remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. 1f used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is generally non -expansive and falls within the "very low' expansion category in accordance with the 2013 (CBC) classification criteria. Pertinent 2013 CBC Seismic Design parameters are summarized on the following page. Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): JMIHI Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1):1.54lg Si (Figure 1613.3.1):0.728g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)): 1.541g Smi (Equation 16-38 (Fv X S1)): 1-091g SDS (Equation 16-39 (2/3 X Sms)):1.027g Sm (Equation 16-40 12/3 X Sml)): 0.728g Seismic Design Category: D CITY OF- LA C) l' 1 V TA �;;�� Sladldai EsgtaeeN� ri - - September 03, 2014 -3- Project No. 54414229 1409,338 +� = In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble sulfate content of 2800 ppm (0.280 percent) that corresponds with the "severe" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes will be required. Structural in contact with the soil should have a minimum compressive strength of 4500 psi and a maximum water-cement ratio of 0.45. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING FE q +. BRETT L. 2 ANDERSON Zn No. 0453389 Brett L. Anderson . 9r30114 41 Principal Engineer , ENGINEERI \ sr � TEC SER/dfe Copies: 4/Quinn Enterprises CITY OF LA QUIF',ITA BUILDING & SQr-E1Y [•-NT P1 FGR 601\:. TRUC; I- -F Sladden Bngfifttring TABLE 19=A-2—REQUIREMEWS FOR SP;rim FYanet toe r,nunm^Li& TABLE 19-A-3—REOUIREMENTS•FOR �CONCRETE FXPnCPn Tn et n e�re•�nur..:,...: ,.... . MAxtMUM WHEW AIEHinjous ; HORfAAt-WeGM AHD . UGHIt�}�-EIGRT. MATERIALS` RAfItT'BY: --- AGGREGATECORCAETF EXP OSURE CONDITION •WOGttT; NbRMAC-W6a; r AGGREGATE CORCREM CONCRETE x O OOG89Jor Mpg Concrete intended to have low permeability wh;n WATER-SOLUBLE exposed to water 0.50 4,000 Concrete exposed to'frcczing and thawing in a moist condition or to deicing chemicals 0.45 SULFATE EXPOSURE For eotTtssion projection for reinforced concrete SULFATE (SO4) IN 4,500 exposed to chlorides from deicing chemicals, sales or .Cotwals,.tpslt --A;— x 0A08891orMPs. brackish water, orsptayfrom these 'Sources 0.40 WATER, Ppm CEMERTTYPE Concralar 5,000 TABLE 19-A-3—REOUIREMENTS•FOR �CONCRETE FXPnCPn Tn et n e�re•�nur..:,...: ,.... . against corrosion *of embedded items or frecsin -4-11S., d thawing r abk i9uea for tow pecrr)eaDtliryor forQnp[epion ' =Seawater. g g (fable 19=A-2). ?Poaolan [fiat has been determined by test or service record to improve sulfa WAing'Iype V eemenL te resistance when used in concrete Con 2-264 CITE' OF LA -QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY--- - NORMAL -WEIGHT AUGGGHTWREEIGHT GATE AGGREGATE CONCRETE Mrodmum'Wslx- CamentlUous r^'Normal. •olghtind WATER-SOLUBLE SULFATE �so`' IN sole, M(tarlalarRallorby:. wall' K ' NoArmal-Walglif .' LlohtwEtohr . Aao�*ti•ta SULFATE EXPOSURE P RCMAGE BY WEIGHT SULFATE (SO4) IN otimgata .Cotwals,.tpslt --A;— x 0A08891orMPs. WATER, Ppm CEMERTTYPE Concralar Negligible 0.00-0.10 0-150 _ Moderate2• . 0.10-0.20 150-1,500 II, IP(MS), LS O SO 4,000 (MS) . Severe 0.20-2.00 1.500-ib,000 V 0.45 4500 Very severe Over 2.00 Over 10,000 V plus 0.45 4,500 pozzolan3 against corrosion *of embedded items or frecsin -4-11S., d thawing r abk i9uea for tow pecrr)eaDtliryor forQnp[epion ' =Seawater. g g (fable 19=A-2). ?Poaolan [fiat has been determined by test or service record to improve sulfa WAing'Iype V eemenL te resistance when used in concrete Con 2-264 CITE' OF LA -QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY--- - LA QUINTA 5yq• Jyzz9 j&1 -6y -33Y Please verify that soils reports contain all of the above Information. In addition, to assure continuity between'the investigatjonlreporting stage and the execution stage, please use the following checklist to verify that the concluslons and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. -La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly.so stated. Yes No Criterion D Foundation criteria based upon bearing capacity of natural or compacted soil. l O Foundation criteria to mitigate the effects of expansive soils. O Foundation criteria based upon bearing capacity. -of natural or -compacted soil. 0 Foundation criteria to mitigate the effects of liquefaction. I 0 Foundation criteria. to mitigate the effects of seismically induced dlff=erential settlement. j D Foundation criteria to mitigate the effects of long-term differential settlement. O Foundation criteria to mitigate the effects of varying soil strength. O Foundation criteria to mitigate expected Any "No" answers to the above checklist should be corrections. 49liand erWildi, ettie rrYe t, .BUILDING & SAFETY DEPT. cltelc�kq:8 pejq8�eq =d FOR CONSTRUCTION DATE \J �' C N 14 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Projibct Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml CF1R-PRF-01 Page 1 of 14 GENERAL INFORMATION 01 Project Name Lot 62 Madison Club 02 Calculation Description Title 24 Analysis 03 This building incorporates one or more Special Features shown below 03 Project Location 53365 Humboldt 04 A City La Quinta 05 Standards Version Compliance 2014 06 Zip code 92253 07 Compliance Manager Version BEMCmpMgr 2013-3 (651) 08 Climate Zone CZ15 09 Software Version EnergyPro 6.3 10 Building Type Single Family 11 Front Orientation (dog/Cardinal) 15 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2) 6432 15 Number of Zones 4 16 Slab Area (FT2) 4702 17 Number of Stories 2 18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes 20 Addition Slab Area (FT2) N/A 21 Glazing Percentage (9/61)35.3% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use Standard (kTDV/ft) Design Proposed Design Compliance Margin Percent Improvement Space Heating 2.76 4.79 -2.03 -73.6% Space Cooling 105.30 100.61 4.69 4.5% IAQ Ventilation 0.76 0.76 0.00 0.0% Water Heating 4.21 2.56 L-75 r A 9-2% Photovoltaic Offset0.00 X0,100Lnit,,1r Q nrr tI Compliance Energy Total .0 108.72 4.31A P r�i uC3.8° FOR CONST ACTION DEC 0 1 2014 DATE By CITY OF LA QUINTA Registration Number: 214-No100012B-o0oo�oQ NIN UEVELOPMEkNg stration Date/Time: 2014-11-1e 15:48:13 HERS Prov' err: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-6S1 Report Generated at: 2014-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 2 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Ducts with high level of Insulation • Cathedral Ceiling • Window overhangs and/or fins I HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • 1AQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Verified low -leakage ducts located entirely In conditioned space Domestic Hot Water System Verifications: • —None — ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2)• 148.31 144.00 4.31 2.9% . includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (sft) Number of Dwelling Units Number of Bedrooms Number. of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Lot 62 Madison Club 6432 1 5 4 � � Z 3 Registration Number: 214-N0100012B-000000000-0000 Registration Date/Time: 2014-11-1815:48:13 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 �u ;NG• NT P SAFE pE A OR Cp eovc P7; RrJCTI ON DATE HERS P-ru er: CaICERTS Inc. Repo pia ed'at-2414--11 815:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 3 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 North-East Wing Conditioned System 11 1818 10 DHW Sys 1 2ND Floor Wing Conditioned System 11 1730 9 DHW Sys 1 North-West Wing Conditioned System 11 1586 10 DHW Sys 1 Guest House Conditioned System 22 1298 10 DHW Sys 3 t CITY OF: LA QUINT BUILDING & SAFETM AP DEp� FOR Cp SO VED UCTION DATE BY Registration Number: 214N01000128 000000000 0000 Registration Date/Time: 201411-18 15:48:13['=tGe der: Ca10ERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Reerated at: 20J-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml CF1 R -PRF -01 Page 4 of 14 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window Area (112) Tilt(deg) Exterior Wall Front North-East Wing 62MA R-21 75 - specify - 318.3 73.3 90 Exterior Wall Left North-East Wing 62MA R-21 165 - specify - 705 215.4 90 Exterior Wall Rear North-East Wing 62MA R-21 255 - specify - 318.3 81.6816 90 Exterior Wall Right North-East Wing 62MA R-21 345 - specify - 705 270.8 90 Interior Surface North-East Wing»Garage 62MA R-211 240 Exterior Wall Front 2 2ND Floor Wing 62MA R-21 75 - specify - 811.1 119.005 90 Exterior Wall Left 2 2ND Floor Wing 62MA R-21 188 - specify - 205.5 0 90 Exterior Wall Rear 2 2ND Floor Wing 62MA R-21 255 - specify - 732 394.122 90 Exterior Wall Right 2 2ND Floor Wing 62MA R-21 345 - specify - 189 0 90 Raised Floor 2ND Floor Wing 62MA—R-38 Floor No Crawls 892 Interior Surface Above Ma 2ND Floor Wing»North-East Wing R-0 Floor No Crawlspace 385 Interior Surface Above Gu 2ND Floor Wing»Guest House R-0 Floor No Crawlspace 524 Exterior Wall Front 3 North-West Wing 62MA R-21 75 - specify - 243.3 0 90 Exterior Wall Left 3 North-West Wing z 62MA R-21 165 - specify - 660 480 90 Exterior Wall Rear 3 North-West Wing 62MA R-21 255 - specify - 243.3 210.8 90 - Exterior Wall Right 3 North-West Wing 62MA R-21 345 - specify - 660 0 90 Exterior Wall Front 4 Guest House 62MA R-21 97 - specify - 230 0 90 Exterior Wall Left 4 Guest House 62MA R-21 187 - specify - 600 319.9 90 Exterior Wall Rear 4 Guest House 62MA R-21 277 - specify - 230 0 90 Exterior Wall Right 4 Guest House 62MA R-21 7 - specify - 600 105 90 Exterior Wall Front 5 Garage Garage Ext Wall 75 - specify - 243.3 0 90 Exterior Wall Left 5 Garage Garage Ext Wall 165 - specify - 278.3 0 90 Exterior Wall Rear 5 Garage Garage Ext Wall 255 - specify - 243.3 0 90 Exterior Wall Right 5 Garage Garage Ext Wall 345 - specify - 278.3 0 90 CITE OF l_q Qlll BUILDING & SAFE �' DEPT. FORINITA pN�'®�D STRVUCTION DATE Registration Number: 214-NO1000128-000000000-0000 Registration Date/Time: 2014-11-1815:48:13 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 By tder:�. ReportGe CaICERTS Inc. 18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 5 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml OPAQUE SURFACES —Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 Name Zone Type Orientatio n Area (ft2) Skylight Area (ft2) Roof Rise (x In 12) Roof Pitch Roof Tilt (deg) Roof Reflectan ce Roof Emmittanc a Framin g Factor Roof North-East Wing 62MA—R-38 Roof Cath. - specify - 1 1818 0 0 0 0 0.66 0.85 0.1 Roof 2 2ND Floor Wing 62MA—R-38 Roof Cath. - specify - 1730 0 0 0 0 0.66 0.85 0.1 Roof 3 North-West Wing 62MA R-38 Roof Cath. - specify - 1586 0 0 0 0 0.66 0.85 0.1 Roof 4 Guest House 62MA—R-38 Roof Cath. - specify - 1298 1 0 0 1 0 1 0 0.66 1 0.850.1 Roof 5 Garage 62MA—R-38 Roof Cath. - specify - 690 0 0 0 0 0.66 0.85 0.1 i C17 -Y OF LA QUINT BU►�-DIf\IG &SAF DEPT. A AOR PPROVED CONSTRUCTION DATE � BY Registration Number: 214-No100012B-000000000-0000 Registration Date/Time: 2014-11-18 15:48:13 HERS Provi T �_�_ CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2014-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014 -Lot 62 Madison Club Residence -2 Systerns.xml CF1 R -PRF -01 Page 6 of 14 WINDOWS 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (W) U -factor SHGC Exterior Shading Pivot Door 1 Entry Window Exterior Wall Front (- specify -75) 5.0 10.0 1 50.0 1.25 0.80 Insect Screen (default) Window II -Entry Window Exterior Wall Front (- specify -75) 2.3 10.0 1 23.3 1.25 10.80 Insect Screen (default) Window 2_Entry Window Exterior Wall Left (- specify -165) 21.5 10.0 1 215.4 1.25 0.80 Insect Screen (default) Window 3_Entry Window Exterior Wall Rear (- specify -255) 8.2 10.0 1.001 81.7 1.25 0.80 Insect Screen (default) Sliding Door 7_1 Window Exterior Wall Right (- specify -345) 8.0 10.0 1 80.0 0.54 0.23 Insect Screen (default) Window 51 Window Exterior Wall Right (- specify -345) 5.5 10.0 1 55.4 0.38 0.24 Insect Screen (default) Window 5_2 Window Exterior Wall Right (- specify -345) 5.5 10.0 1 55.4 0.38 0.24 j Insect Screen (default) Sliding Door 7_2 Window Exterior Wall Right (- specify -345) 8.0 10.0 1 80.0 0.54 0.23 Insect Screen (default) Window 17 Window Exterior Wall Front 2 (- specify -75) 9.0 9.0 1 81.0 0.38 0.24 Insect Screen (default) Window 18 Window Exterior Wall Front 2 (- specify -75) 6.9 5.5 1 38.0 0.38 0.24 Insect Screen (default) Window 161 Window Exterior Wall Rear 2 (- specify -255) 6.9 5.5 0.897 34.1 0.38 0.24 Insect Screen (default) Window 16_2 Window Exterior Wall Rear 2 (- specify -255) 6.9 5.5 0.897 34.1 0.38 0.24 Insect Screen (default) Window 151 Window Exterior Wall Rear 2 (- specify -255) 5.0 9.0 1 45.0 0.38 0.24 Insect Screen (default) Sliding Door 121 Window Exterior Wall Rear,2 (- specify -255) 8.0 9.0 1 72.0 0.54 0.23 Insect Screen (default) Window 15_2 Window Exterior Wall Rear 2 (- specify -255) 5.0 9.0 1 45.0 0.38 0.24 Insect Screen (default) Window 14 1 Window Exterior Wall Rear 2 (- specify -255) 2.7 9.0 1.003 24.0 0.38 0.24 Insect Screen (default) Sliding Door 12_2 Window Exterior Wall Rear 2 (- specify -255) 8.0 9.0 1 72.0 0.54 0.23 Insect Screen (default) Window 14_2 Window Exterior Wall Rear 2 (- specify -255) 2.7 9.0 1.003 24.0 0.38 0.24 Insect Screen (default) Window 12 Window Exterior Wall Rear 2 (- specify -255) 4.9 9.0 1.002 43.9 0.38 0.24 Insect Screen (default) Sliding Door 3_1 Window Exterior Wall Left 3 (- specify -165) 16.0 10.0 1 160.0 0.54 0.23 Insect Screen (default) Sliding Door 3_2 Window Exterior Wall Left 3 (- specify -165) 16.0 10.0 1 160.0 0.54 0.23 Insect Screen (default) Sliding Door 3_3 Window Exterior Wall Left 3 (- specify -165) 16.0 10.0 1 160.0 0.54 0.23 Insect Screen (default) Sliding Door 3_4 Window Exterior Wall Rear 3 (- specify -255) 16.0 10.0 1 . - 54 0.23 Insect Screen (default) Window 4 Window Exterior Wall Rear 3 (- specify -255) 5.1 10.0 1 ' 5�D-8r {0�8 ! X0.2 e�reen (default) Window 10_1 Window Exterior Wall Left 4 (- specify -187) 1.3 10.0 1 1&3'[L D/I'q!38 0.24i~i4ect cr en (default) Sliding Door 7_3 Window Exterior Wall Left 4 (- specify -187) 8.0 10.0 1 80.0/ @ 0 X0.23 T D@ ecrScr en (default) Sliding Door 7 4 Window Exterior Wall Left 4 (- specify -187) 8.0 10.0 1 80. R 0- r 0: Insect Sc een (default) Window 11 Window Exterior Wall Left 4 (- specify -187) 5.3 1 10.0 1 53.3 0.38 Q/psect S reen (default) Sliding Door 7_5 Window Exterior Wall Left 4 (- specify -187) 8.0 10.0 1 H r�0.0 0.54 0.23 Insect S reen (default) Registration Number: 214-N0100012B-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2014-11-18 15:48:13 Report Version - CFSR-10172014-651 HERS Provi er: CaICERTS inc. Report Generated at: 2014-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 7 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml Window 10_2 Window Exterior Wall Left 4 (- specify -187) 1.3 10.0 1 13.3 0.38 0.24 Insect Screen (default) Window 7 Window Exterior Wall Right 4 (- specify —7) 2.0 10.0 0.375 7.5 0.38 0.24 Insect Screen (default) Window 8 Window Exterior Wall Right 4 (- specify —7) 8.0 10.0 1 80.0 0.38 0.24 Insect Screen (default) Window 9 Window Exterior Wall Right 4 (- specify —7) 1.8 10.0 1 17.5 0.38 0.24 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Door Exterior Wall Front 26.7 0.50 1c, l ®� BL//LDING & QUINTA SAFTY DEPT: FOR NSOVED TRUCTION DArE Registration Number: 214-N0100012B-000000000-0000 Registration Date/Time: 2014-11-1815:48:13 CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: _J,4-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml CF1 R -PRF -01 Page 8 of 14 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up Pivot Door 1 Entry 8 0.1 5 0 0 0 0 0 0 4 0 0.1 0 Window 1 -Entry 8 0.1 0 2 0 0 0 0 0 0 0 0 0 Window 2_Entry 35 0.1 3.5 0.5 0 0 0 0 0 0 0 0 0 Window 3 Entry 3.75 0.1 0.01 35 0 0 0 0 0 0 0 0 0 Sliding Door 7_1 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 5-1 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 52 0 0 0 0 0 0 0 0 0 0 0 0 0 Sliding Door 7_2 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 17 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 18 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 161 4 0.1 89 1 0 0 0 0 0 4 0 0.1 0 Window 162 4 -' 0.1 85.5 4.5 0 .0 0 0 0 0 0 0 0 Window 151 4 0.1 65 23 0 0 0 0 0 0 0 0 0 Sliding Door 12_1 4 0.1 57 28 0 0 0 0 0 0 0 0 0 Window 152 4 0.1 52 36 0 0 0 0 0 0 0 0 0 Window 141 4 0.1 41 49 0 0 0 0 0 0 0 0 0 Sliding Door 12_2 4 0.1 33 52 0 0 0 0 0 0 0 0 0 Window 14 2 4 0.1 31 60 0 0 0 0 0 0 0 0 0 Window 12 4 0.1 17 71 0 0 0 0 0 0 0 0 0 Sliding Door 3_1 7.5 0.1 51 12 0 0 0 0 0 0 0 0 0 Sliding Door 3_2 7.5 0.1 35 28 0 0 0 0 0 0 0 0 0 Sliding Door 3_3 7.5 0.1 13 48 0 0 0 0 0 0 0 0 0 Sliding Door 3_4 7.5 0.1 5 8 0 0 0 0 0 0 0 0 0 Window 4 7.5 0.1 51 12 0 0 0 0 0 0 0 0 0 Window 10 1 2 0.1 57 0.1 0 0 0 0 0 2 0 0.1 0 Sliding Door 7_3 2 0.1 42 8.5 0 0 0 0 0 0 0 0 0 Sliding Door 7_4 2 0.1 25.5 25.5 0 0 0 0 0 0 0 0 0 Window 11 2 0.1 19 34 0 0 0 0 0 0 0 0 0 Registration Number: 214-N0100012B-000000000-0000 Registration Date/Time: 2014-11-18 15:48:13 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version-,CF1R-10172014-651 Report Generated at: 2014-11-18 1521:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 62 Madison Club Calculation DatefTime: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml CF1R-PRF-01 Page 9 of 14 Sliding Door 7_5 2 0.1 9 41 0 0 0 0 0 0 0 0 0 Window 10_2 2 0.1 0.1 57 0 2 0 0 0 0 0 0.1 0 Window 7 40 0.1 10 3 0 0 0 0 0 0 0 0 0 Window 8 30 0.1 2 5.5 0 0 0 0 0 0 0 0 0 Window 915 Wood Framed Ceiling 0.1 0.1 14 0 2 0 0.1 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 Construction Name Surface Type Construction Type Framing Total Cavity R -value Assembly Layers 07 Name Zone Area (fe) Perimeter (ft) • Inside Finish: Gypsum Board Carpeted Fraction Heated Slab -on -Grade North-East Wing 1818 • Cavity / Frame: R-21 / 2x6 62MA R-21 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 - Exterior Finish: Wood Siding/sheathing/decking 181__J 181�IVoi`1�NG -I R U Jgpw No Slab -on -Grade 3Guest • Inside Finish: Gypsum Board 1298 171 rtlnne� if C I No Slab -on -Grade 4 1Garage • Cavity / Frame: R-38 / 2x12 690 1 110 41 DI0 No • Roof Deck: Wood Siding/sheathing/decking • Above Deck Insulation: R5 Sheathing 62MA—R-38 Roof Cath. Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 38 • Roofing: Light Roof (Asphalt Shingle) - Inside Finish: Gypsum Board - Cavity / Frame: R-21 / 2x6 62MA R-211 Interior Walls; Wood Framed Wall 2x6 @ 16 in. O.C. R 21- - Other Side Finish: Gypsum Board - Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity / Frame: no insul. 12x12 R-0 Floor No Crawlspace Interior Floors Wood Framed Floor 2x12 @ 16 in. O.C. none Ceiling Below Finish: Gypsum Board • Floor Surface: Carpeted • Floor Deck. Wood Siding/sheathing/decking 62MA—R-38 Floor No Crawls Exterior Floors Wood Framed Floor 2x12 @ 16 in. O.C. R38 Cavity/Frame: R -38/2x12 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (fe) Perimeter (ft) Edg Ins ".-val_ue& Depth Carpeted Fraction Heated Slab -on -Grade North-East Wing 1818 205Nong� 1z f 8 No Slab -on -Grade 2 North-West Wing 1586 181__J 181�IVoi`1�NG -I R U Jgpw No Slab -on -Grade 3Guest House 1298 171 rtlnne� if C I No Slab -on -Grade 4 1Garage 690 1 110 41 DI0 No �'uLTION SATE BY Registration Number: 214-N0100012B-000000000-0000 Registration Date/Time: 2014-11-1815:48:13 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2014-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 10 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH @ 50 Pa Not Required Not Required Not Required — WATER HEATING SYSTEMS 01 02 03 04 05 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 1 .0% DHW Sys 1 DHW Standard DHW Heater 1 2 .0% DHW Sys 3 DHW Standard DHW Heater 3 1 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Instantaneous 0 0.84 - 185000-Btu/hr 0 0 DHW Heater 1 Natural Gas Small Instantaneous 0 0.84 185000-Btu/hr 0 0 DHW Heater 3 Natural Gas Small Instantaneous 0 0.84 185000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Recirculation Point -of Use Control Central DHW Distribution DHW Sys 1 - 1/1 N/A N/A N/A N/A N/A N/A DHW Sys 1 - 1/2 N/A N/A N/A N/A WA N/A DHW Sys 3 - 1/1 N/A N/A N/A WA N/A <,a rOFLAC,U,r, TA BUILDING & SAFE FE®EPT. APPROVED CONSTRUCTION DATE BY I Registration Number: 214-N01000128-000000000-0000 Registration Date/Time: 2014-11-18 15:48:13 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2014-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml CFI R -PRF -01 Page 11 of 14 HVAC SYSTEMS 01 02 03 04 05 06 07 04 05 Heating System Cooling System Distribution Multispeed Floor Area Name System Type Name Ducted Name Ducted System Fan System Served System 11 Heat Pump Heat Pump System 1 Yes Heat Pump System 1 Yes Air Distribution System 1 No 5134 System 11 Heat Pump Heat Pump System 1 Yes Heat Pump System 1 Yes Air Distribution System 1 11.75 5134 System 11 Heat Pump Heat Pump System 1 Yes Heat Pump System 1 Yes Air Distribution System 1 15.25 5134 System 22 Heat Pump Heat Pump System 2 Yes Heat Pump System 2 Yes Air Distribution System 2 31800 1298 HVAC - HEATING SYSTEMS: Heat Pumps 01 02 03 04 05 06 07 08 09 10 04 05 Heating Cooling Zonally Multispeed HERS Name Type HSPFICOP Cap 47 Cap 17 SEER EER Controlled Compressor Verification Heat Pump System 1 SplitHeatPump 9.35 HSPF 58000 38000 15.25 11.75 No No Heat Pump System 1 -hers -cool Heat Pump System 1 SplitHeatPump 9.35 HSPF 58000 38000 15.25 11.75 No No Heat Pump System 1 -hers -cool Heat Pump System 1 SplitHeatPump 9.35 HSPF 58000 38000 15.25 11.75 No No Heat Pump System 1 -hers -cool Heat Pump System 2 SplitHeatPump 10 HSPF 47500 31800 16.75 12.5 No No Heat Pump System 1 -hers -cool HVAC HEAT PUMP COOLING - HERS VERIFICATION 01 02 03 04 05 Name Verified Airflow Verged EER Verified SEER Verified Refrigerant Charge System 11 SCSysRpt 1 350 Not Required'Required,Verified System 11 SCSysRpt 2 350 Not Required Required OF 9 ified System 11 SCSysRpt 3 350 Not Required c''Rehui�e 4G R, c _� /i� dV_c�fie System 22 SCSysRpt 1350 Not Required Requiired3� ` VEFVerified L!;= Registration Number: 214-N01o0012B-000000000-0000 Registration Date/Time: 2014-11-1815:48:13 CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2014-11-18 15:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml CF1R-PRF-01 Page 12 of 14 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 Type Fan Power (Watts/CFM) Verified Duct Design Low -leakage Supply Duct Verification Duct Leakage Target (%) Verified Duct Location Name Type Duct Leakage Insulation R -value Location Return Duct Bypass Duct HERS Verification — Ducts located within the Required 6.0 Required Not Required Not Required Air Distribution Air Distribution System 1 conditioned space (except < 12 Sealed and tested 8 Conditioned Zone Conditioned Zone None lineal ft) System 1 -hers -dist Ducts located within the Air Distribution Air Distribution System 2 conditioned space (except < 12 Sealed and tested 8 Conditioned Zone Conditioned Zone NoneSystem lineal ft) 2 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 04 Duct Leakage Type Fan Power (Watts/CFM) Verified Duct Design Low -leakage Name Verification Duct Leakage Target (%) Verified Duct Location Return Supply Air Handler Air Distribution System 1 -hers -dist Required 6.0 Required Not Required Not Required — Air Distribution System 2 -hers -dist Required 6.0 Required Not Required Not Required — HVAC -FAN SYSTEMS 01 02 03 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC Fan 2 Single Speed PSC Furnace Fan 0.58 HVAC Fan 2 -hers -fan HVAC FAN SYSTEMS -' HERS VERIFICATION 01 02 03 Name VerifledFanWatt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required r ; N Q LEZ58.x_ HVAC Fan 2 -hers -fan Required r �Lp 589 T AOppip?%"t: ►yDEPTN®VED STRUCTION DATE BY Registration Number: 214-No100012B-000000000-0000 Registration Date/Time: 2014-11-18 15:48:13 HERS Provider: -------.J CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2014-11-1815:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 13 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Name IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification DwellingUnit 109.32 0.25 Default 0 Required CITY OFF LA QUINTA BUILDING & SAFETY DEPT. APF -`ROVE® FOR CONSTRUCTION DATE Registration Number: 214-N0100012B-000000000-0000 Registration Date/Time: 2014-11-1815:48:13 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2014-11-1815:21:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Prefect Name: Lot 62 Madison Club Calculation Date/Time: 15:18, Tue, Nov 18, 2014 Page 14 of 14 Calculation Description: Title 24 Analysis Input File Name: 11.18.2014_Lot 62 Madison Club Residence -2 Systems.xml DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Martin Brunner Company: Signature Date: o2 Architecture 2014-11-18 15:48:13 Address: CEA/HERS Certification Identification (If applicable): 1089 N. Palm Canyon Drive Suite B City/State/Zip: Phone: Palm Springs, CA 92262 760 778 8165 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, .worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Martin Brunner Company: Date Signed: o2 Architecture 2014-11-18 15:48:13 Address: License: 1089 N. Palm Canyon Drive Suite B C30837 City/State/Zip: Phone: Palm Springs, CA 92262 760 778 8165 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document; and in noway implies information. Registration Number: 214-N0100012B-000000000-0000 Registration Date/Time: 2014-11-18 15:48:13 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-10172014-651 CITY OF LA 1. UINTA BUILDING & SAFETY DEPT, ProvidA'r verpoPbir/ for theta c of the FOR CONSTRUCTION DATE By HERS Provider: a Report Generated at: 2014-11-18 15:21:01 Inc. i r w Freedom Green fffiGREEN HOME An environmentally conscious product. RESIDENTIAL ELEVATOR Planning Guide Applicable Codes: ASME A17.1/CSA-B44 Safety Code for Elevators and Escalators Section 5.3—Private Residential Elevators LA December 10, 20 d 7 BUIL DING & SAFETY DEPT, Parr Kin Mr) A ®R7 _ ®� TO FO C NS o�,�Q��oPM� Nat�onw coMM�NZ America's leader in home elevators 4 Purpose of this guide This guide assists architects, contractors, and lift professionals to incorporate the Freedom Green Residential Elevator into a residential building design. The design and manufacture of the Freedom Green Residential Elevator meets the requirements of the ASME A] 7.1 /CSA-B44—Safety Code for Elevators and Escalators—specifically Section 5.3—Private Residence Elevators. We recommend that you contact your local authority having jurisdiction to ensure that you adhere to all local rules and regulations pertaining to residential elevators. How to use this guide , 1 Determine your client's intended use of the lift. 2 Determine the local code requirements. 3 Determine the site installation parameters. -4 Determine the car type and hoistway size requirements. ` 5 Plan for electrical requirements. C17 -y 110 BV►SDI QC INTA ORppm®�� DEp7- CONSTRUE CTION DATE BY I Freedom Green Planning 2-2007 2 Table 1-0: Freedom Green specifications (meets ASME A17.1 Part V Section 5.3 residential elevator requirements) Specification type Specification data Load capacity 750 lbs. (340 kg), 950 lbs. (431 kg), 1000 lbs. (454 kg) Rated speed 40 fpm (0.20 mps) standard. Power supply 208 volt - 230 volt, single phase, 60 Hz, 20 amps (circuit supplied by others) Lighting supply 120 volt, 60 cycle, 15 amps (circuit supplied by others) Drive system Automatic 2HP-geared roller chain variable frequency drive, complete with counterweight Temperature operating range 10°C to + 40°C / 14°F to 104°F Cab size W36" x L48•' x H80" (914 mm x 1219 mm x 2032 mm), Type 1, 2, 3, 4, 5 W36" x L54•' x H80•• (914 mm x 1371 mm x 2032 mm), Type 1, 2, 3, 4, 5 W36" x L60" x H80" (914 mm x 1524 mm x 2032 mm), Type 1, 2, 3, 4, 5 W40" x L54" x H80" (1067mm x 1371 mm x2032 mm), Type 1, 2, 3, 4, 5 Cab panel and finish Solid melamine or MDF Panels (standard), unfinished Oak veneer panels (optional), finished recessed veneer panels (optional), solid hardwood raised panels (optional) Maximum travel 50 feet (12.24 m) - 60 feet (18.29 m) available where code permits Control system Relay logic controller complete with diagnostic LEDs Levels and openings Up to 4 stops / up to 2 cab openings Pit depth requirement 6" (152 mm) minimum up to 96" (2845 mm), 11" (279 mm) minimum with buffer springs Minimum overhead clearance 96" (2438 mm) for standard 80" cab, 114" (2896 mm) for 96" cab Hall station and control panel finish • clear or bronze anodized aluminum (standard) or stainless steel (optional) or brass (optional) rectangular (standard) or oval (optional) hall stations, keyless (standard) or keyed (optional) Standard features automatic cab on/off lighting recessed gate pocket • digital display in car operating panel clear or bronze anodized aluminum cab entrance trim and handrail data plates, capacity tags • proximity floor selection, stopping and two-way levelling motor access cover (locked and switched) home landing feature presentation drawings modular rail sections unfinished plywood sub -floor white ceiling with four incandescent pot lights melamine cab with six different color choices Safety features cab gate safety switch pit run/stop switch and car top run/stop switch emergency stop and alarm buttons uninterruptible power supply (UPS)/battery back-up system for lowering, automatic gate operation (if equipped), and electrical interlock operation and lighting in the event of a power failure. upper and lower terminal limits final limit switch mechanical rail shoring blocks sling: factory pre -assembled speedy sling c/w pre-set slack chain safety brake and switch. Options 96" high cab rated speed - (50 fpm (0.250 mps) available where code permits) accordion car gate (choice of style) stainless steel trim pack •brass trim pack automatic gate operator (accordion gates only) • automatic swing landing door operator buffer springs (11" pit depth minimum) laminate flooring in finished Oak, Maple, or Cherry • interlocks for doors by others (Kwiklock or E I keyed on/off control panel and hall stations C p�pwy' /-� q— cab interior in unfinished Oak, Birch, Cherry,or(,eMa l venee"r�'6' LA Maple recessed cab panels in Cherry, Oak, or Maple e�ieeL QIN �LJIN7 • raised cab panels in solid Cherry, Oak, or veneer C & SAFETY DEp telephone cabinet to match trim /—II P[30 �. custom cab size ''VV FOR r�T C� nuCTION DATE 13Y Freedom Green Planning Guide 10-M12-2007 Freedom Green cab types Figure 1-1: Type 1 left hand Ce of Table 1-1: Type 1 left hand th 36 x 48 502 55 31` 291 36 36 x 54 501 61 33 294 36 36 x 60 502 67 36 294 36 40 x 54 541 61 33 334 36 ON Note: * 30" if right hand motor Figure 1-3: Type 2 3 Note: A11 measurements in Inches (,). Figure 1-2: Type 1 right hand Table 1-2: Type 1 right hand ter oor er Dor-' Wi Note: * 30" if left hand motor Figure 1-4: Type 3 Table 1-3: Type 2 Table 1-4: Type 3 ter oor 4 Cer of Figure 1-5: Type 4 Table 1-5: Type 4 h Car size Width Depth Center of rail Centerof door A Centerof door B Clear opening A Clear opening 36 x 48 521 55 31 282- 341 345 36 8 16 4 8 36 x 54 521 33 2816 401 . 34 a 36 61 36 x 60 5226 67 36 2816 '- 464 34§ 36 40 x 54 568 61 33 318 36 36 401 Figure 1-7: Type 5 left hand a Figure 1-6: Type 5 center Table 1-6: Type 5 center th Figure 1-8: Type 5 right hand Table 1-7: Type 5: left hand Table 1-8: Type 5: right hand 2 Figure 1-9: Freedom Green hoistway with rail Hoistway type 1 right hand with rail Motor Figure 1-10: Freedom Green hoistway mount Overhead 96" for 80" cab height or 114" for 96" cab height One 1/2" piece of plywood between the two 2" x 10" .-le Freedom mount Maximum vertical Each vertical support distance without stack requires: additional support -12' two 2" x 1 I� 1 One 2" x 4" on centre of stack Maximum vertical distance without additional support -1 Pit Note: See Figure 1-11 00 for Freedom Green mount overhead visible views General Contractor landing door J Top landing two 2" x " on GenIn each stack Con land doo Total travel r Freedom Green. Planning Guide 10-M12-2007 Pit - minimum depth 6" Bottom landing �--= Lriainirafrthi�k�ricss�+3FA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY r` r- 0 0 N .Q Structural views for elevator Overhead view of Freedom Green support wall Variable Finished Inside VariableDimensions Distance Distance Finished Inside L Centerline Dimensions See Hoistway Drawings See Hoistway Drawings Each 12.25 11.5" 11.5" 12.25" corner requires: 2 z z z s z 2 2 z Q Two Y, x 4" 2 2 ® One front Lc3) facing 2"x 4" 3 2 ® Front wall two HOISTWAY 2 2"x4"construction Each vertical support Drywall Hoistway stack requires: Door (D Two 2" x 10" Q Two 2" x 4" © Center 2" x 4" One 1/2" piece of plywood between the 2" x 10" r- 0 0 N .Q Os Framing header and sill plates where required Structural views for elevator shaft (continued) Front view of support wall Freedom Green mount load bearing wall Top of hoistway Q Showing both / vertical stacks with n all four 2"x4"x height of the O . 2 hoistway ® Showing front facing 2" x 4" (— '. ®Center 2" x 4" V L-0 Centerline Freedom Green mount front wall view Bottom of :hoistway Pit q�r P-: �w CYL Lj- co 0 � Ensure front wall shaft uses'21"x• construdlioto�void OrotinU3" & 5" ode yilao based 19a'Z 4E5'�ui See 3" 8s�5= rule in tPOg�de.F sQ Front view shows each stack's front facing 2" x 10" x ® height of hoistway I 0 0 0 N N o_ a) 0 rn c c ca c c� E 0 a� a� U- ti. Safety first -3 & 5 rule The ASME A] 7.l/CSA-B44—Safety Code for Elevators and Escalators mandates the following maximum Hoistway door clearances: • clearance between the hoistway side of the landing door and the edge of the landing sill shall not exceed 3 in. (76 mm) • distance between the hoistway face of the landing door or gate and the car door or gate shall not exceed 5 in. (] 27 mm) • Freedom Green Residential Elevator design is with a 1 inch running clearance and a l inch gate set back on the car; thus the hoistway doors must maintain a maximum set back of 3 inches. Note: Concrete block/masonry shafts and some commercial metal door frames often create 3 & 5 rule violations. Figure 1-13: 3 & 5 rule Gate 3" & 5" rule Cab Platform Li hoistway running clearance t m ATTENTION I Ensure all -► entrance sills are plumb to each other. "Gal set Elevator 3rd floor entrance sill Running Clearance "Gate set back Elevator 2nd floor entrance sill Running Clearance set Bu'LD'Nst I v for FOP R C ROVE® ale ran NSTRUCTION DgrE 12-2007 Freedom Green electrical requirements By General Contractor/Owner Your electrician and phone installer supply. the following connections: T Main disconnect - One (1) 208V - 230V single phase 20 Amp fused disconnect ; Lighting disconnect - One (1) 120V 15 Amp fused disconnect or circuit breaker for cab lighting Telephone line - One (1) telephone line jack in close proximity to the controller A Note: Nationwide Lifts does not provide power cable to main disconnect. Recommended manufacturers for fused disconnect Square D - Main disconnect: 208V - 230V single phase disconnect model # H221 N 240V - 30 Amp with.lnterlock Kit - ELK031 Aux Contacts {�aora� 1 o ened/normally closed) In aqgition two each - 250V, 20 Amp, RK5 fuses "'- nLightirlgi connect: 120V 15 Amp fused disconnect �o i'tj-fib eaker OS i CD Mair` ° is nnect: 208V - 230V single phase disconnect X I -I 221 N 240V - 30 Amp with Interlock Kit -HA C <Q1r23x Contacts (normally opened/normally closed) _I M aAdmit+oh, two each - 250V, 20 Amp, RK5 fuses O Ci2i _ tm9 isconnect: 120V 15 Amp fused disconnect Z orir i breaker G. E. - Main disconnect: 208V - 230V single phase disconnect model # TH3221 240V - 30 Amp with Interlock Kit - THAUX21 D Aux Contacts (normally opened/normally closed) In addition, two each - 250V, 20 Amp, RK5 fuses - Lighting disconnect - 120V 15 Amp fused disconnect or circuit breaker Cutier Hammer - Main disconnect: 208V - 230V single phase disconnect model # DH221 NGK 240V - 30 Amp with Interlock Kit - THAUX21 D Aux Contacts (normally opened/normally closed) In addition; two each - 250V, 20 Amp, RK5 fuses - Lighting disconnect: 120V 15 Amp fused disconnect or circuit breaker 0 N N O O v Freedom c b _n. a �c n F o G) Q Z Q0 -Tl D � 0 n � OO C Z � Freedom Green electrical setup with controller mount between rails Fused main Freedom Green controller with variable frequency disconnect with Aux contact Motor brake resistor - 208 - 230 VAC Main -mount controller with VF single phase 20 Amp logic board igii�i� N floor landing, remotely 1 g !! 1 Includes ° Fuses O uu ® Transformers ,n O alp Controller dimensions L=25", H=23", D=Isis" O ®� ®■ 3 ° o° Brake resister- L=21.5", H=9", D=9 7/8" n F drive (motor) Redundant contactor Travelling cable VF drive interface Hoistway UPS for manual junction lift lowering board 24 volt battery pack OAuxiliary contacts for emergency lowering OOff handle position lockable O2 ' 230V - 20 Amp RK5 fuses Fused lighting disconnect 120VAC -15Amp a 12 Freedom Green Residential Elevator Specification PART 1 - GENERAL 1.01 SCOPE ' The product described herein, manufactured by Savaria Concord Lifts Inc., is a private residence home elevator designed and dimensioned to provide access to all levels of the home based on the individual's requirements. 1.02 References The Residential Elevator shall be designed and manufactured and installed in accordance with the following standards: 1. American Society of Mechanical Engineers (ASME)/Canadian Standards Association (CSA) 2. American National Standards Institute (ANSI) 3. National Electrical Code (NFPA 70)/Canadian Electrical Code , 4. International Building Code (IBC)/Canadian Building Code (CBC) 5. Americans with Disabilities Act Architectural Guidelines (ADAAG) - where applicable 6. Local Codes and Regulations as applicable 1.03 System Description A: Drive System: Automatic 2 HP - Geared Roller Chain Variable Frequency Drive complete with counterweight, Relay Logic Controller and Diagnostic LEDs. B: Number of Stops: (specify) Two to Four C: Car Configuration: (specify) On/Off Same Side, Walk through, or 90 degree entry D: Maximum Travel: (specify) 50 feet (Up to 60 feet - where permitted) E: Rated Load: (specify) 750 lbs or 1000 lbs F: Rated Speed: (specify) 40 fpm - 50 fpm option available where permitted G: Car Size: 1. (specify): 36 x 48, 36 x54, 36 x 60, 40 x 54 or custom 2. (specify): 80" or 96" high ceiling H: Car Walls: specify) Solid Melamine or MDF Panels (Standard), Unfinished Oak Veneer Panels (optional), Finished Recessed Veneer Panels (Optional), Solid Hardwood Raised Panels (optional) I; Car Entrance Trim: (specify) Clear anodized aluminum or bronze anodized aluminum J: Car Ceiling: (specify) White or Wood Veneer to match wall panels K: Car Lighting: Four Recessed Incandescent Down Lights (specify) stainless steel or brass L: Handrail: (specify) Clear anodized aluminum, Bronze anodized aluminum, Stainless Steel or Brass M: Operating Features: 1. Car Operating Panel: (specify) Clear anodized aluminum, Bronze anodized aluminum, Stainless Steel or Brass panel with illuminated automatic controls, emergency stop switch, alarm button and car position and direction indicator and key lock. 2. Hall Stations: (specify) Clear anodized aluminum, Bronze anodized aluminum, Stainless Steel or Brass panel with illuminated automatic button (specify option) rectangular or oval design. 3. Pit Switch and Car top run/stop switch 4. Uninterruptible power supply (UPS)/Battery Back-up system for lowering, automatic gate operation (if equipped), and electrical interlock operation and lighting in the event of a power failure. 5. Automatic homing option to (specify) floor available. 6. Telephone Cabinet: (specify) Clear anodized aluminum, Bronze anodized aluminum, Stainless steel or Brass 7. Car Gate(s): (specify) Accordion folding gate with offset safety hinge and safety switch (specify style) Panelfold (clear anodized aluminum or bronze anodized aluminum with 3 clear acrylic inserts), Clearfold (clear anodized aluminum with clear acrylic inserts) or Visifold (bronze anodized aluminum with bronze acrylic inserts) or Black Freedom Green Planning Guide 10-M12-2007 Scissor Gate complete with safety switch 8. Hoistway Door Interlocks: (specify) Electromechanical interlocks (Kwiklock or EMI) 9. Upper and Lower terminal limits 10. Final limits 11. Slack Chain safety with manual reset switch 12. Two-way leveling 13. Trip timer motor protection system 14. (specify option) Automatic accordion style gate operator(s) 15. (specify option) Automatic swing style landing door operator 16. (specify option) Cab flooring (specify) cherry, maple, or oak 17. (specify option) Buffer springs (requires 12" pit). 1.04 Quality Assurance A. Manufacturer: Provide elevator manufactured by a firm with a minimum of 20 years experience in fabrication of elevators equivalent to those specified. B. All designs, clearances, workmanship and material, unless specifically accepted, shall be in accordance with all codes having legal jurisdiction. C. All load ratings and safety factors shall meet or exceed those specified by all governing agencies with jurisdiction and shall be certified by a professional engineer. D. Elevator shall be subject to applicable state, local and city approval prior to installation and subject to inspection after installation. Determination of and adherence to these regulations is the responsibility of the elevator contractor. E. Welders certified in accordance with the (AWS D1.1/CWB 47.1) requirements shall perform all welding of all parts. F. Substitution: No Substitutions permitted 1.05 Warranty A. Savaria Concord Limited Warranty: Manufacturer shall warrant component parts of the Freedom Residential Elevator for a period of 3 years from shipment from the manufacturing facility. 1.06 Maintenance A. The Freedom Residential Elevator must be maintained in accordance with manufacturer's instructions. Part 2 Product 2.01 Manufacturer A. Provide the Freedom Residential Elevator with variable frequency drive manufactured by Savaria Concord Lifts Inc. 1. Contact 107 Alfred Kuehne Blvd. Brampton, Ontario, Canada; Telephone: 1-800-661-5112; Fax: 1-905-791-2222; e-mail: info@concordelevator.com web site: www.savariaconcord.com 2.02 Material A. Guide Rail: Modular Guide Rail assembly incorporating 6 Ib machined elevator T" Rails B. Chain: 2 only #60 roller chains C. Sling: Factory pre -assembled speedy sling c/w pre-set slack chain safety brake D. Platform Floor: Unfinished recessed plywood flooring 2.03 Finishes A. Components shall be prepared with a 3 stage cleaning process and finished with an electrostatically applied baked polyster Concord White gloss powder. 2.04 Electrical �j's'te A. The electric I can racto_rfs y�y�tialk�,,,,)rovi e: 1. 230 V A.C. 20_Amo. 60}ii�!sin�lAhasaPdi'scBnnertn (4 wire in the contcoile� area"''V_t I Y DEP 2. 120 V AC, 20 Apip� P z, N°s ngfe�hase-dis nnectin the co ttroller }for t etc rlights�% 3. Tele h ne circcui ' th�Z�6�it�r0IleP� '^ P � iia T1r1nr DATE Part 3 Execution 3.01 Acceptable Installers A. Installers shall be experienced in performing work of this section who have specialized in work comparable to that required for this project. B. Installers shall be certified and trained by the manufacturer. 3.02 Examination A. Use field dimensions and approved manufacturer's shop drawings to examine substrates, supports and other conditions under which this work is performed. Do not proceed with work until unsatisfactory conditions are corrected. 3.03 Installation A. The Freedom Green Residential elevator shall be installed in accordance with manufacturer's instructions and as specified and approved by architect. B. Hoistway doors shall be installed by others. 3.04 Demonstration A. The elevator contractor shall make a final check of the elevator's operation in accordance with the instruction outlined in the Installation and Maintenance Manual with the Owner or Owner's representative present prior to turning the elevator over for use. The elevator contractor shall determine that operating and safety devices are functioning properly. Note 1: It is the intent of this specification to broadly outline the equipment required. This specification does not cover the details of the design and construction. Note 2: Dimensions and specifications are subject to constant change and continually evolving codes and product applications. For additional technical information, contact Nationwide Lifts at 1-888-323-8755 or www.nwlifts.com. Important notice This Planning guide provides nominal dimensions and specifications useful for the initial planning of a lift project. Dimensions and specifications are subject to constant change and continually evolving code and production applications. Before beginning actual construction of the hoistway, please consult Nationwide Lifts to ensure you receive site specific application drawings with the specifications and dimensions for your project. Visit our website for the most recent Freedom Green drawings and dimensions. www.nwlifts.com —end— CITY OF LA QUIIVTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION 13