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BRES2014-1085
LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve; demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 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 h 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 Atontractors' State License Law.). I am exempt under Sec. B.&P.C.1,dl th" reason Late,' /? ?015 Owner: CONSTRUCTION IJtNDING 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 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations . I.have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the. performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: r" l certify that in the performance of the work for which this permit is issued, I shall -not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3 the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN, ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to'the Building.Official for a.permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the.owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission'related to the work being performed under or following issuance of this'permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days.will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I'agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to entYrupon the above• mentioned property for inspection purposes. / Date: n Signature (Applicant or Agent) Date, \J/ � � �c 78=495 CALLE TAMP.ICO �' VOICE (760):777-7125 LA QUINTA, GALIFC)RfIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 77.7-7153 BUILDING PERMIT Date: 2/17/2015 Application Number: BRES2014-1085 Owner: Property Address: 79185 SHADOW TR. RICHARD WALLACE APN: 600400006 80406 PASEO TESORO . Application Description: NEW SFD INDIO, CA 92201 Property Zoning: z Application Valuation: $175,608.40 Applicant: Contractor: Ln Q W `v z N RICHARD WALLACE OWNER' o a 80406 PASEO TESORO. o INDIO, CA 92201 J 0 w CD o Q w Z3 U_ z Llc. No.: o LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve; demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 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 h 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 Atontractors' State License Law.). I am exempt under Sec. B.&P.C.1,dl th" reason Late,' /? ?015 Owner: CONSTRUCTION IJtNDING 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 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations . I.have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the. performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: r" l certify that in the performance of the work for which this permit is issued, I shall -not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3 the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN, ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to'the Building.Official for a.permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the.owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission'related to the work being performed under or following issuance of this'permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days.will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I'agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to entYrupon the above• mentioned property for inspection purposes. / Date: n Signature (Applicant or Agent) Date, FINANCIAL a DESCRIPTION ACCOUNT .- QTY AMOUNT . J PAID 'PAID DATE - BSAS 561473 FEE 101-0000-20306 0 $8.00 $0.00 PAID BY METHOD '' _ ' RECEIPT'# �- CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $8.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $0.00 PAID BY METHOD R „ : _. RECEIPT # • . CHECK #. � CLTD BY , DESCRIPTION ACCOUNT ". QTY, AMOUNT • .PAID PAID DATE DIF - COMMUNITY CENTERS 254-000043200 0 $129.00 $0.00 PAID BY ` ` METHOD . , . RECEIPT # <, •CHECK # •. CLTD BY „ DESCRIPTION f ACCOUNT QTY AMOUNT PAID PAID DATE. DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $0.00 PAID BY METHOD RECEIPT #, a CHECK #_. CLTD BY DESCRIPTION ACCOUNT QTY', AMOUNT PAID,' i PAID. DATE DIF - LIBRARIES 253-0000-43200 0 $344.00 $0.00 . ` PAID BY . ' METHOD RECEIPT # , CHECK # ,CLTD BY r . a, DESCRIPTION ACCOUNT - .4; ' QTY' AMOUNT - 4. , PAID a • !PAID DATE DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $0.00 PAID BY METHOD ' - �, r .� .,'RECEIPT #' •. -' . •CHECK # CLTD BY s DESCRIPTION' � 'ACCOUNT; ,QTY, ° AMOUNT _ _, PAID ° ' PAID DATE DIF - PARKS/REC 251-0000-43200. 0 $2,048.00 $0.00 PAID BY. " METHOD N RECEIPT,#, CHECK 4 CLTD BY %%' DESCRIPTION ACCOUNT - QTY '_ AMOUNT-' PAID PAID DATE DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $0.00 PAID BY r _ ' 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 for DIF - SINGLE FAMILY DWELLING: $6,894.00 $0.00, DESCRIPTION: ACCOUNT,.,- . QTY AMOUNT PAID PAID DATE TEMP POWER SERVICE 101-0000-42403 0 $23.83 $0.00 PAID BY: - ', �- ..:'METHOD' 7 RECEIPT # CHECK #" .- -CLTD BY, DESCRIPTION ACCOUNT QTY`, , AMOUNT" PAID eh e" PAID DATE TEMP-POWER SERVICE PC 101-0060-42403 0 • $16.68 $0.00 ' . t PAID BY . _ METHOD . ' RECEIPTb# tri CHECK # ° :. - CLTD 8Y, Total Paid for ELECTRICAL: $40.51' $0.00 DESCRIPTION.,,"Y j tACCOUNT, g "QTY ` . F 'AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF '; 101-0000-42403 0 . $36.48 $0.00 . PAID BY h ' METHOD.^'' ' ; :' •RECEIPT # CHECK # CLTD BY DESCRIPTION - ACCOUNT QTY AMOUNT, PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $15.03 $0.00 PAID BY, a METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION „ _ _ ' ACCOUNT r QTY -AMOUNT _ PAID PAID DATE = RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $143.00 x$0.00 " PAID BY METHOD RECEIPT # _ CHECK # CLTD BY DESCRIPTION ACCOUNT QTY, AMOUNT s. PAID PAID DATE RESIDENTIAL,, FIRST 1,000SF, PCG, 101-0000-42600 0 $47.19 $0.00 . m PAID BY,,' METHOD RECEIPT #~ CHECK # ` CLTD BY Total Paid forELECTRICAL - NEW CONSTRUCTION: $241.70 $0.00 ; t DESCRIPTION. ACCOUNT ' ` QTY, AMOUNT" PAID PAID DATE RESIDENTIAL FINISH GRADING PC 101=0000-42600 0, $143.00 $0.00 PAID BY. METHOD `re . 1 ' RECEIPT # CHECK # ° t�` ., CLTD BY . ~ . Total.Paid forGRADING: $143.00 t $0.00 " DESCRIPTION,-4 ACCOUNTQTY : � � .AMOUNT . :, 'PAID, ., ' . PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $35.75 ,$0.00 • _ - PAIDBY ` �, "METHOD . ` ;` �� RECEIPT # - CHECK # CLTD BY• DESCRIPTION '. ACCOUNT QTY ,;: AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 •0 .-$23.83 $0.00 PAID BYE. METHOD " RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT`:' QTY' ., AMOUNT r;PAID PAID DATE EXHAUST HOOD 101-0000-42402 0 $11.92 $0.00 PAID BY '' o METHOD 4, , RECEIPT # CHECK # CLTD BY t i ,' DESCRIPTION'-` ACCOUNT . -:° QTY' � AMOUNT PAID PAID DATE EXHAUST HOOD PC 101-0000-42600 0 $4.77 $0.00 PAID BY METHOD ,. - RECEIPT # .. CHECK # CLTD BY. k DESCRIPTION :� '. ACCOUNT - QTY - _ AMOUNTS , �,, ., - ..PAID PAID DATE ' FURNACE 101-0000-42402 0' $35.75 $0.00 },,PAID,BY METHOD RECEIPT#' ,a 'CHECK# CLTD BY DESCRIPTION • ACCOUNT. QTY AMOUNT PAID. PAID DATE FURNACE PC 101-0000-42600' 0 $23.83 $0.00 PAID BY METHOD RECEIPT #i CHECK# -.``" CLTD BY' DESCRIPTION ACCOUNL a -QTY AMOUNT' '' . PAID • PAID DATE VENT FAN 101-0000-42402 0 $59.60 f $0.00 PAID BY METHOD .. ° RECEIPT # CHECK # CLTD BY DESCRIPTION " ACCOUNT' : QTY"' AMOUNT- PAID PAID DATE VENT FAN PC 101-0000-42600 0 $23.85 $0.00 PAID BY METHOD' ". RECEIPT # ' CHECK # CLTD'BY Total Paid for MECHANICAL: $219.30 $0.00 DESCRIPTION - " ACCOUNTQTY ; AMOUNT ' PAID PAID DATE MULTI -SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 .0 $1,292.00 $0.00 PAID BY METHOD RECEIPT # CHECK # . CLTD BY, Total Paid forMULTI-SPECIES RESIDENTIAL $1,292.00"' $0.00 ,DESCRIPTION .: ACCOUNT ` - - QTY AMOUNT '' ;PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $554.17 $0.00 PAID. BY METHOD ' RECEIPT#, CHECK# CLTD BY " Total Paid for NEW CONSTRUCTION PERMIT: $554:17 $0.00 DESCRIPTION = ACCOUNT' QTY AMOUNT PAID PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $656.00 $0.00 PAID BY . r re " , Y - METHOD ;RECEIPT #: CHECK # CLTD BY DESCRIPTION. ¢,. 4, ACCOUNTQTY AMOUNT PAID ' PAID DATE NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $750.00 $750.00 8/18/14 PAID BY` METHOD + ''RECEIPT# CHECK# ` CLTD BY RICHARD WALLACE CHECK R721 5249 AZA Total Paid forNEW CONSTRUCTION PLAN CHECK: $1,406.00 $750.00 'DESCRIPTION .. ` ACCOUNTQTY AMOUNT' PAID PAID DATE BACKFLOW DEVICE 101-0000-42401. 0 $11.92 $0.00 " PAID BY " ` METHOD RECEIPT #, CHECK # CLTD BY f . DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BACKFLOW DEVICE PC 101-0000-42600, 0 $4.77 $0.00 PAID BY METHOD- _ ,RECEIP.T # CHECK # :CLTD BY DESCRIPTION' ACCOUNT i QTY " AMOUNT, 'PAID PAID DATE BUILDING SEWER 101-0000742401 0 $11.92 $0.00 PAID BY . METHOD ,. ° RECEIPT #• f CHECK # CLTD BY DESCRIPTION "R ACCOUNT ^ 'QTY `. AMOUNT $ PAID, PAID DATE BUILDING SEWER PC 101-0000-42600 0 $11.92 $0.00 PAID BY METHOD RECEIPT # ' CHECK # CLTD BY DESCRIPTION ACCOUNT `' QTY AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $202.64 $0.00 ` PAID BY` , METHOD Er .. " RECEIPT '# CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT _ PAID '' PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $202.64 $0.00 ± PAID BY METHOD' RECEIPT #, ° " E' �'. CHECK # CLTD BY - +, -DESCRIPTION ACCOUNT, , QTY AMOUNT • PAID PAID DATE GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $35.75 PAID BY :. METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNTS .: QTY AMOUNT PAID PAID DATE GAS SYSTEM, S+OUTLETS PC. 101-0000-42600. 0 $23.83 $0.00 PAID BY �`' METHOD RECEIPT # i CHECK # CLTD BY ' . DESCRIPTION` ' ACCOUNT'QTY AMOUNT PAID PAID DATE WATER HEATER/VENT, 101-0000-42401 0 $11.921. $0.00 PAID BY. 'METHOD t _ RECEIPT # . '� CHECK # CLTD BY DESCRIPTION - ACCOUNT',:' QTY AMOUNT. • PAID PAID DATE WATER HEATER/VENT PC 101-0000-42600 0 $7.15 $0.00 PAID BY,,,,, ; METHOD ° , f RECEIPT # , " CHECK # CLTD BY - DESCRIPTION . ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $11.92. $0.00 PAID BY, r 17 METHOD RECEIPT # ,' ` ` CHECK # CLTD BY DESCRIPTION:, ACCOUNT QTY AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP PC 101-0000-42600i' + 0 $11.92t $0.00 PAIDBY �" '' METHOD h ? _ RECEIPT #,' ,CHECK #E. CLTD BY Total Paid for PLUMBING FEES: $548.30 $0.00 'DESCRIPTION ""� ACCOUNT 'QTY _ AMOUNT - PAID PAID DATE SMI - RESIDENTIAL ` 101-0000-20308 0 $22.83 $0.00 ' PAID BY r. i ` '3 1 METHOD' , RECEIPT # rr CHECK # '-'; CLTD BY. , Total Paid forSTRONG MOTION INSTRUMENTATION SMi $22.83 $0.00 r ' DESCRITION � 'AMOUNT ' PAID PAID DATE SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $0.00 . PAID BY # �„ y METHOD ° RECEIPT,#t •CHECK # CLTDBY ~ Total Paid forTUMF -'RESIDENTIAL: $1,837.44 .$0.00 3 •• • 0i Description: NEW SFD MOM= . . . ....... . ... "IF _N- T NOTES*' STAFF, NAMEY DATE. COMPLETION'DA. E,, Type: BUILDING, RESIDENTIAL Subtype: DWELLING SINGLE Status: APPROVED Applied: 8/18/2014 PJU - FAMILY DETACHED Approved: 2/11/2015 JJO Parcel No: 600400006 Site Address: 7918.5 SHADOW TR LA QUINTACA 92253 Subdivision: TR 31310 Block: Lot: 6 Issued: Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $175,608.40 OEcuppncy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0. No. Unites: 0 Details: New SFD. This permit does not include pool, spa, block wall, fire -pit, water feastures, driveway approach. home is fire sprinkled per 2013 CRC Codes. 1. Applied to Ap'proved' KAY HENSEL ... ....... ....... .. . . .... . Printed: Tuesday, FebruaryADDITIONAL SITIES ... . ..... ........... . ..... ......... . ......................... . .... . . . . ... .................. .. H' .... ... ....... ... .. . .. . . .. . .... ..... ... .... ... ... .... .. ... ... ONOLOGY . . ... .... ...... . ...... . ..... . CRW17, 2015 8:22:00 AM I of 6 SYSTEMS MOM= . . . ....... . ... "IF _N- T NOTES*' STAFF, NAMEY DATE. COMPLETION'DA. E,, - 60-902- SCHOOL FEE LETTER GIVEN TO RICHARD WALLACE 760-902- NOTE 177 2/11/2 015 2/11/2015 4973 4973 PLAN CHECK COMMENTS 1. Applied to Ap'proved' KAY HENSEL ... ....... ....... .. . . .... . Printed: Tuesday, FebruaryADDITIONAL SITIES ... . ..... ........... . ..... ......... . ......................... . .... . . . . ... .................. .. H' .... ... ....... ... .. . .. . . .. . .... ..... ... .... ... ... .... .. ... ... ONOLOGY . . ... .... ...... . ...... . ..... . CRW17, 2015 8:22:00 AM I of 6 SYSTEMS MOM= . . . ....... . ... "IF _N- T NOTES*' STAFF, NAMEY DATE. COMPLETION'DA. E,, - 60-902- SCHOOL FEE LETTER GIVEN TO RICHARD WALLACE 760-902- NOTE PHILIP JUAREZ 2/11/2 015 2/11/2015 4973 4973 PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 2/11/2015 2/11/2015 STRUC APPROVABLE RECEIVED PLAN CHECK PICKED UP STEPHANIE kHATAMI 1/15/2015* 1/15/2015 PICKED UP BY RICHARD WALLACE. PLAN CHECK SUBMITTAL JIM JOHNSON .8/18/201 4 8/29/2014 1st. Submittal n/s paincheck ready for corrections PLAN CHECK SUBMITTAL AJ ORTEGA 1/27/2015 1/27/2015 PLANS AND CALCULATIONS CORRELATED AND READY FOR RECEIVED DISTRIBUTION. PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 12/29/2014 .12/29/2014 -RECEIVED- ... ....... ....... .. . . .... . Printed: Tuesday, FebruaryADDITIONAL SITIES ... . ..... ........... . ..... ......... . ......................... . .... . . . . ... .................. .. H' .... ... ....... ... .. . .. . . .. . .... ..... ... .... ... ... .... .. ... ... ONOLOGY . . ... .... ...... . ...... . ..... . CRW17, 2015 8:22:00 AM I of 6 SYSTEMS Printed: Tuesday, February 17, 2015 8:22:00 AM 2 of 6 SYSTEMS FI NANCIAL INFORMATION. REFUND DUE APPLICANT $94. PAID ON 8/18/2014, FOR PLAN REFUND ACCOUNT JIM JOHNSON AMOUNT- 8/29/2014 .8/29/2014 CHECK DEPOSIT.000NTER TECH COLLECTED $750, ONLY $656 BSAS SB1473 FEE 101-0000-20306 0 $8.00 $0.00 • Total Paid. for BUILDING STANDARDS ADMINISTRATION $g 00 $0.00 WAS DUE. RECEIPT NUMBER R721 TELEPHONE CALL JIM JOHNSON DIF - CIVIC CENTER 9/12/2014 0 $942.00 9/12/2014 CALLED APPLICANT TO PICK UP PLAN CORRECTIONS. DIF -COMMUNITY 254-0000-43200 0 $129.00 $0.00 CALLED RICHARD WALLACE PLAN CHECK CORRECTIONS TELEPHONE CALL JIM JOHNSON 1/13/2015 -CENTERS 1/13/2015 ,DIF - FIRE PROTECTION 257-0000-43200 0 READY FOR PICK UP $0.00 DIF - LIBRARIES 253-0000-43200 MR. WALLACE CALLED TO CHECK ON PLANS. INFORMED HIM TELEPHONE -CALL $0.00 JIM JOHNSON 2/11/2015 2/11/2015 STRUC PLANS WERE APPROVED AND I WOULD CALL HIM WHEN READY TO ISSUE. • • CONTACTS NAME;TYPEk ". 'NAME4x',,', , `. ADDRESS1 CITY STATE s. ZIP PHONES FAX ,: ?EMi41l , APPLICANT RICHARD WALLACE '80406 PASEO TESORO INDIO CA 92201 (760)902-4473 CONTRACTOR OWNER '(760)902-4473 OWNER RICHARD WALLACE 80406,PASEO TESORO INDIO CA 92201_. (760)902-4473 OWNER 2 CHERYL JACOBS 80406 PASEO TESORO INDIO CA 92201 (760)902-4473 Printed: Tuesday, February 17, 2015 8:22:00 AM 2 of 6 SYSTEMS FI NANCIAL INFORMATION. CLTD . DESCRIPTION ACCOUNT CITY AMOUNT- PAID : PAID DATE, RECEIPT# CHECK-#' METHOD PAID BY -'BY BSAS SB1473 FEE 101-0000-20306 0 $8.00 $0.00 • Total Paid. for BUILDING STANDARDS ADMINISTRATION $g 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 ,DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $0.00 DIF - LIBRARIES 253-0000-43200 0. $344.00 $0.00 Printed: Tuesday, February 17, 2015 8:22:00 AM 2 of 6 SYSTEMS Printed: Tuesday, February 17, 2015 8:22:00 AM 3 of.6 r . ' SYS7FM5 , n Y CLTD _•DESCRIPTION' ACCOUNT CITY AMOUNT' PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY_ DIF -PARK 256-0000-43200 0 $40.00 $0:00 MAINTENANCE . _ s DIF - PARKS/REC Printed: Tuesday, February 17, 2015 8:22:00 AM 3 of.6 r . ' SYS7FM5 , CLTD _•DESCRIPTION' ACCOUNT CITY AMOUNT' PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY_ 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 y DIF - TRANSPORTATION 250-0000-43200. 0 $2,842.00 - • $0.009 �- Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $0.00 TEMP POWER SERVICE 101-0000-42403 0 $23.83 $0.00 TEMP POWER SERVICE 101-0000-42403 0-. $16.68 $0.00 PC . Total Paid for ELECTRICAL: $40.51 $0.00 RESIDENTIAL, EA 101-0000-42403 0 .$36.48 $0.00. ~ - ADDITION 1,000SF " RESIDENTIAL, EA 101-0000-42600 0 $15.03 $0.00 ADDITION 1,OOOSF, PC RESIDENTIAL; FIRST '- 101-0000-42403 0 $143.00 $0.00 *' v 1,000SF RESIDENTIAL, FIRST 101-0000-42600 0- $47.19 $0.00 1,000SF, PC. 'Total Paid for ELECTRICAL - NEW CONSTRUCTION:. $241.70 $0.00 .RESIDENTIAL FINISH 101-0000-42600 0 $143.00 $0.00 GRADING PC Total Paid forGRADING: . ' $143.00 $0.00 CONDENSER/COMPRES 101-0000-42402 0 $35.75 $0.00 SOR CONDENSER/COMPRE. 101-0000-42600 0 $23.83 $0.00 - SOR PC . - EXHAUST HOOD 101-0000-42402 0 $11.92 $0.00 -T. EXHAUST HOOD PC 101-0000-42600 0 $4.77rr $0.00 Printed: Tuesday, February 17, 2015 8:22:00 AM 3 of.6 r . ' SYS7FM5 , Printed: Tuesday, February 17, 2015 8:22:00 AM 4 of 6 CRE&IYSTEMS '. _PAID `CLTD' DESCRIPTION ACCOUNT- QTY-" AMOUNT -• PAID DATE RECEIPT # CHECK # METHOD PAID BY - BY FURNACE 101-0000-42402 0 $35.75 $0.00 FURNACE PC 101-0000-42600 0 $23.83 $0.00 _ VENT FAN 101-0000-42402 0 $59.60 $0.00 VENT FAN PC 101-0000-42600 0 $23.8.5 $0.00 - -. Total Paid for MECHANICAL: $219.30 $0.00 - MULTI -SPECIES 101-0000-20310 0 $1,292.00 $0.00 RESIDENTIAL 0-8 UNITS = Total Paid for MULTI -SPECIES RESIDENTIAL $1,292.00 $0.00 NEW CONSTRUCTION 101-0000-42400 0 $554:17 $0.00 - - PERMIT Total Paid for NEW CONSTRUCTION PERMIT: $554.17 $0.00 NEW CONSTRUCTION 101-0000-42600 0 $656.00 $0.00 PLAN CHECK NEW CONSTRUCTION. 101-0000-42600 0 $750.00 • $750.00 8/18/14 R721 5249 CHECK RICHARD WALLACE AZA PLAN CHECK Total Paid forNEW,CONSTRUCTION PLAN CHECK: $1,406.00 .$750.00 .' BACKFLOW DEVICE 101-0000-42401 0 - $11.92 $0.00 ' BACKFLOW DEVICE PC. 101-0000-42600 0 $4.77 $0.00 BUILDING SEWER 101-0000-42401 .0 $11.92 $0.00 BUILDING SEWER PC - 101-0000-42600 0 $11.92. $0.00 FIXTURE/TRAP 101-0000-42401 0 $202.64 $0.00 FIXTURE/TRAP PC 101-0000-42600 0 $202.64 • $0.00 - GAS SYSTEM, 5+ 101-0000-42401 0 $35.75 $0.00 OUTLETS ' GAS SYSTEM, 5+ 101-0000-42600 0 $23.83 $0.00 OUTLETS PC WATER HEATER/VENT 101-0000-42401 0 $11.92 $0.00 Printed: Tuesday, February 17, 2015 8:22:00 AM 4 of 6 CRE&IYSTEMS Printed: Tuesday, February 17, 2015 8:22:00 AM 5 of 6• O&WlYSTEMS '' CLTD' DESCRIPTION ACCOUNT QTY. AMOUNT. PAID: PAID DATE RECEIPT# CHECK# METHOD PAID By BY WATER HEATER/VENT �. 101-0000-42600 0 $7.15 $0.00 PC WATER SYSTEM 101-0000-42401 0 $11.92 $0.00 INST/ALT/REP WATER SYSTEM $11.92 $0.00 P100 INST/ALT/REP PC Total Paid for PLUMBING FEES: $548.30 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $22.83 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SM! $22.83 $0.00.. . SINGLE FAMILY 224-0000-203200 T $1,837.44 $0.00 DETACHED Total Paid forTUMF - RESIDENTIAL: $1,837.44 $0.00 ._$13,207.2S.,,. 00 Printed: Tuesday, February 17, 2015 8:22:00 AM 5 of 6• O&WlYSTEMS Printed: T6e'sday, February 17, 2015 8:22:00 AM 6 of 6 CRE&SYSTEMS BOND INFORMATION . . . ....... . ... . .... . ......... . .... ... - -- -------- T' Wmentype ATTACHMENTS iRlPffOh", DESCRIPTION, PAT NAIV!Ei�,,tO A ,�OWNEk'!' APPROVED PER THE RED LINES ON THE PLANS. DOC 1/13/2015 JIM JOHNSON AR 79-185 Shadow 0 APPROVED- APPROVED PER RED, ADDED MISSING RADIANTBARRIERNOTES.. Trail.docx Trail.docx -,NON-STRUCTURAL. 12/29/2014 1/12/2015 JIM JOHNSON 79w185 Shadow 79-185 Shadow REVISED S.H.G.C. ON WINDOW SCHEDULE TO 0 ALTOUNI AN Trail.docx Trail—l.docx ..1/5/2015 CONDITIONS LINES MATCH T-24 CALCS. OWNER TO BRING IN REVISED DEBRIS MANAGEMENT DEBRIS MANAGEMENT DOC 12/29/2014: STEPHANIE KHATAMI 79-185 SHADOW T-24 CALCS TO MATCH PLANS. 0 STRUCTURAL BRONZ 12/29/2014 1/12/2015' 1/13/2015 REVISIONS REQUIRED SEE'ATTATCHED 2ND. PLAN CHECK CORRECTIONS REQUIRED 12j29/2014 STEPHANIE KHATAMI HOA APPROVAL 79-185 YOUNG- 0 SHADOW TRAIL.pdf SHADOW TRAIL.pdf BRONZ 12/29/2014 STEPHANIE XHATAM 1 GRANT DEED 79-185 GRANT DEED 797185 Plan received from Young with stains (motor STRUCTURAL YOUNG 1/27/2015. . -2/10/2015 2/10/2015 APPROVED PROVED 12/29/2014 oil???) PM10 WAIVER Printed: T6e'sday, February 17, 2015 8:22:00 AM 6 of 6 CRE&SYSTEMS BOND INFORMATION . . . ....... . ... . .... . ......... . .... ... - -- -------- T' Wmentype ATTACHMENTS iRlPffOh", DESCRIPTION, PAT NAIV!Ei�,,tO A ,�OWNEk'!' DOC 1/13/2015 JIM JOHNSON 79-185 Shadow 79-185 Shadow 0 Trail.docx Trail.docx DOC 1/13/2015 JIM JOHNSON 79w185 Shadow 79-185 Shadow 0 Trail.docx Trail—l.docx DEBRIS MANAGEMENT DEBRIS MANAGEMENT DOC 12/29/2014: STEPHANIE KHATAMI 79-185 SHADOW 79-185 SHADOW 0 TRAIL.pdf TRAIL.pdf DOC 12j29/2014 STEPHANIE KHATAMI HOA APPROVAL 79-185 HOA APPROVAL 79-185 0 SHADOW TRAIL.pdf SHADOW TRAIL.pdf DOC 12/29/2014 STEPHANIE XHATAM 1 GRANT DEED 79-185 GRANT DEED 797185 0 SHADOW TRAIL.pdf SHADOW TRAIL.pdf DOC 12/29/2014 STEPHANIE KHATAMI PM10 WAIVER PM10 WAIVER 0 REQUEST.pdf REQUEST.pdf Printed: T6e'sday, February 17, 2015 8:22:00 AM 6 of 6 CRE&SYSTEMS Coy Buildi Address `-6�g7 S11G�nw Owner I i IK .nn 1r;l rjnA nJ Mire � Mailing n Address C30406 eotwo Loc city _Ln 4,16 Ip , Ew p & Classif. Arch., Engc, Designer Address Tit�/ 4 4 " P.O. BOX 1504 APPLICATION ONLY I78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 'r„o . uu Tel. City Lic. # Lic. # 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. SIGNATURE DATE OWNER -BUILDER DECLARATION 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 Contmc- 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 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 01 am exempt under Sec. B. & P.C. for this reason Date Owner 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. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY 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.) Lender's Name 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. 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 Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. /� OCC. GRP. A.P. Number WO -1 0 0-006 al Description oject Description h e� 51t l�rlL (p/Jf1� �( (' . Sq. Ft. PPNo. Size 2 p 5 No. Dw. Stories Units f New P,' Add ❑ Alter ❑ Repair ❑ Demolition ❑ At Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: ZONE: BY: Minimum Setback Distances: Front Setback from Center Line — Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line — FINAL DATE INSPECTOR Issued by: Validated by: — Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE Date 2/11/15 No. 31705 Owner Wallace & Jacobs Address City Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 1ASmlll_� 0 zo Q BERMUDA DUNES r V] RANCHO MIRAGE d INDIAN WELLS PALM DESERTLAQUIN,y �tf�QIND�IOTy�C:V APN # 600-400-006 Jurisdiction La Quinta Permit # No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 79185 Shadow Trail 2644 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.36 X 2,644 S.F. or $8,883.84 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Bank of America - Richard Wallace Check No. 1295701015 Bank Name/Recipient of Certificate Telephone 760-902-4473 Funding Residential BY Dr. Gary Rutherford •`y i ,2r s . ,,. Superintendent Payment Recd Fee collected /exemp Sh on M i Vmey� $8,883.84 :Over/Unear Signature e •.,��� , t, NOTICE: Pursuant to Government Code Section 66020(d)(1rwhichtheclbuilding notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the dor installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting c f r DESERT COVE HOMEOWNERS ASSOCIATION C/O GOLD COAST ENTERPRISES, INC. Q PROPERTY MANAGEMENT November 4, 2014 Rick Wallace 80406 Paseo Tesoro Indio, CA 92201 RE: Architectural Request 79-185 Shadow Trail Dear Homeowners: Your request for the construction of your homeswas conceptually approved by the Board of Directors at their meeting last night, November 3, 2014. They do want,for you to work with them as to exterior color, landscaping and other, improvements as the home is constructed. On behalf of the Board,. I wish. you well with this construction and thank you for your cooperation. Sincerely, For the Board of Directors Desert Cove HOA Jerry Uffelman, Manager cc.' Board of Directors 75=178 GERALD FORD DR. SUITE B-1 Q PALM DESERT, CA 92211 Q"760•.202.9880 FAX 760:202.9260 or 760.391.6677 www.gDldcoastent.com VU - DOC # 2014-0071299 02/25/2014 01:42 PM Fees: $18.00 Page 1 of 2 Doc T Tax Paid r: Recorded in Official Records a RECORDING REQUESTED BY: County of Riverside Chicago Title Company • Larry W: Ward , Assessor, County Clerk & Recorder WHEN RECORDED MAIL TO: MAIL TAX STATEMENT TO: Richard Wallace and Cheryl Jacobs '"This document was electronically submitted 80406 Paseo Tesoro to the County of Riverside for recording— Indio, CA 92201 Receipted by: CTOLOSSA ORDER NO" ' 7101402209 ESCROW NO., 01180-90584 APN:,r 600-400-006 l �( SPACE ABOVE THIS, LINE FOR RECORDERS USE ' GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX is: $97.90 CITY TAX $0.00 RECEVE Monument Preservation Fee is: $0.00 X computed on, full value of property conveyed, or JAN 2 7 2015 computed on full value less value of liens or encumbrances • . remaining at time of sale. - Unincorporated area: X City of La Quinta CITY OF LA QUI COMMUNITY DEVELOPMENT FOR A VALUABLE CONSIDERATION, receipt of which is hereby, acknowledged,' Claudia F. Shovlin, Trustee of the Michael John Shovlin and Claudia Fern'Shovlin 1990 Declaration of Revocable Trust Dated March 9, 1990 hereby GRANT(31 to Richard Wallace and Cheryl Jacobs, Husband and wife ' as community property with right of survivorship i the following described real property in the City of La Quinta, County of Riverside, State of 'California: • Y SEE EXHIBIT "A" ATTACHED HERETO Date: February 19, 2014 • ' CLAUDIA F. SHOVLIN, TRUSTEE OF THE MICHAEL JOHN SHOVLIN AND CLAUDIA FERN SHOVLIN 1990 at DECLARATION OF REVOCABLE TRUST DATED MARCH 9, 1.990 State of California County'of R%% erSi e K Claudia F.-Shovlin Onbeforeme `- Trustee Notary Public personally appeared G who proved to me on the basis of satisfactory evidence to be the person(s), whose name(s) is/are subscribed to the within instrument and acknowledged to me that`he/she/they executed the JENNIFER S. BECK G ME some in his/her/their authorized capacity(ies), and that by hislherl Commission 8 1970368 their signature(s) on the instrument the person(s) or the entity upon a w Notary Public - California zbehalf behalf of which the person(s) acted, executed the instrument Riverside County s I certify under PENALTY OF PERJURY under the laws of the State' My Comm. Ex Tres Mar of California that the foregoing paragraph is true and correct. 20, 2016 WITNESS mSli and official seal. Signature' / S-_ `� MAIL TAX STATEMENT AS DIRECTED ABOVE (seal) - - .File No.: 01180-90584 " Grant Deed Sale BP SCE EXHIBIT "A" Legal Description For APN/Parcel ID(s): 600-400=006-8 Lot 6 Of Tract.Map No. 31310, In T He City Of La Quinta, County of Riverside, State of California, As - Shown By.Map-On File In Book 368, Page(S) 16 Through 20 Of Maps, In The Office Of The County Recorder Of Riverside County, California. Except All Interest In Oil, Gas, Hydrocarbon Substances, And Minerals Of Every Kind And Character Lying More Than Five Hundred (500) Feet Below The Surface, Together With The Right To Drill Into, Through, And Across, And To. Use And Occupy All Parts Of The Property Lying More Than Five Hundred_ (500) Feet Below The Surface Thereof For Any And All Purposes Incidental To The Exploration For And Production Of Oil, Gas, Hydrocarbon Substances, Or Minerals From The Property Or Other Lands, But Without, However, Any Right To Use- The Surface Of The Property Or Any Portion Of The Property Within Five Hundred (500) Feet Below The Surface Of The Property For. Such, Exploration Reserved In The Deed RecordedJuly21, 2004, Instrument`No. 2004-0565215,., Official Records. CLTA Preliminary Report Form - Modified (Adopted: 11.17.2006) Printed: 02.19.14 @' 12:30PM 13 CA-CT-FWIN-02180.055713-SPS-1-14-7101402209 • Richard R. Wallace 80406 Paseo Tesoro • Indio, California 92201,- (760) 902-4473 DRE Lic. #00559929 December 29, 2014 Jim Johnson _ City of La Quinta Community Development Dept, 78-495 Calle Tampico - La Quinta, CA 92253 RE: PLAN CHECK#: BRES2014-1085 Dear Mr. Johnson, I am the.owner and plan.to build'my home on Lot #6, 79-185 Shadow Trail, La Quinta, CA. I am ready for re -submittal today and have all the requested documents and,items addressed except for one item: • P.M. 10. I have addressed the dust control -by installing sprinklers that activate periodically during the day on a timer.,The owner of building lot #7, Jon Rombough, has done the same thing and the requirement for the P.M. 10 was waived by the City when he re -submitted his plans this month. I am requesting that you re-, consider this requirement on my lot and also grant me a waiver. It would be much appreciated.- I am anxious to start building along with Mr. Rombough. Thank you for your time and consideration'. Res�ee y, i Richard Wallace . - . RECEIVED DEC 29 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT • -YOUNG;. � • " a A , ; ENGINEERING ' u ER V -: C E' ` Letter of Transmittal . To:—, `. , City of La Quints '. ;Today's Date:' 2-10-15 - 78-495 Calle Tampico, City Due, Date: .2=10-15 t ,, La Quinta, CA 92253 Project Address: 79185 Shadow Trail . Attn: Kay : Plan Check M BRES 2014-1085 Y . Submittal: -❑, V El4th #� �. 0 , 2nd ❑ . 5m V ❑ Other: We are forwarding: - • ® By Messenger • ❑;' . By Mail'(Fed Ex or UPS) ,, ❑ r . Your Pickup Includes: # Of Descriptions. q{ .' Includes: " ' # Of, 'Descriptions:- - Copies: �. Copies: ❑ Structural Plans ® 1: Revised Structural Plans ❑ Structural Calculations ® .,1 Revised Struct.`.Calcs Truss Calculations: Floor „ 7 -Revised!Truss-. and Roof ® -1 Soils Report 0 F.. ` Revised Soils Report Structural Comment LisU ® 1 r Responses ❑ : Approved Structural.Plans' ® 2 Redlined Structural Plans .• ❑ *. Approved StructuralCalcs-" 2• -Redlined Structural Calcs z ❑ -Approved Truss Cales ' ❑ Redlined Truss Cales ; ❑ `. Approved Soils Report ❑ Redlined Soils Reports - Other: Post-tension . . 9 'calculations Comments: ° -Structural content is approvable. '- If you have any questions, please call. ' Time = 1 HR This•`•Matexial S'en't .for.: ` A ❑-Your Files: (� ' . Per Your Request ' ❑ Your Review. ❑ Approval _•Q` .Checkii)gl ❑ At the ,request of:� Other: ❑ r By Kathryn Samuels 4 ' Palm Desert Office,: ® • (760) 772=5107.. - .- Other ❑. . , Q�INTF► ENT �ZTIO. �... OEVE`OPM Plan Submittal Job Site Building Permit Number. Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Owner's Name Number, Street, or PO Box City, State, Postal Code Owner's Phone Number Owner's E -Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address 10/21/2014 79-185 Shadow Tr Rick Wallace & Cheryl Jacobs 80406 Paseo Tesoro Indio, Ca. 92201 760-902-4473 Rick Wallace & Cheryl Jacobs 760-902-4473 rwallaceca fterizon.net Builder/ Contractorl R. Wallace & C. Jacobs (owners) Number, StreetorPOBox1 80406 Paseo Tesoro City, State, Postal Codel Indio, Ca. 92201 Project Square Approx. 3,360 sq ft City Approval By Date of City Approval Materials To Be Discarded: Product Tons Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse' 15.00 Not recyclable 0.00 Recyclable 0.00 Recyclable 0.00 Recyclable 0.00 Recyclable 15.50 Recyclable 1.50 Recyclable 0.00 Recyclable Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclable 3.75 Recyclable 0.00 Recyclable 0.25 Recyclable 0.50 Recyclable 4.00 Recyclable 0.00 Recyclable 'Describe Items Totals: Recycle Trash 25.5 15.0 Projected Diversion: 62.96% I understand It is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator 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 60% of the jobsite 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 owners) and the owner retains legal responsibility for ensuring that the provisions of the DMP are a o. The property owners) and general contractor shall be kept informed of the diversion progress through b1 month repo . If seH-haulin ,all fuse material from this project she must be taken to an approved recycler or transfer 1-10 /v/ 1,2 -�-,gol W e / evel per / P jest Mandger / Superintendent Date P.O. BOX 1504 LA QUINTA; CALIFORNIA 92247-1504 78-495 CALLE-TAMPICO LA QUINTA, CALIFORNIA 92253 ha w BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760)777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for- Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application foi. a building permit has been submitted in our ,name listing yourself as the builder of the property improvements specified at r I �' S Ci G W Weare providing you with an -Owner -Builder Acknowledgment a'na Information Venf—kation Form to make you aware of your responsibilities and possible risk you may incur by having this'permit issued in your.name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding*of each -provision, signed, and returned this form to us:at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION - DIR^E�CTIONS: Read and initial each statement below to signify you understand or verify this information. 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries: I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers o�nj my property. fi, J 2. I understand building permits are not required to be, signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. Wd3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor`and having the permit filed in his or her name instead of my own. �j/� � " V 4. I understand Contractors are required by law to be licensed and bonded in California and .to list their license numbers on . pe��rfmits and contracts. ,RJJ5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" �u(�nder state and federal law. ,f''y u 6. I understand if I am considered an "employer" understate and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for,each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build • them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. L6. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 0 9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1- 800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally _Ind financially responsible for proposed construction activity at the following address: - t 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors. may be in civil court. It is also. important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and. returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. r I Signature of property owner , ✓ Date: �h Note: The following Authorization Form is required to be completed by.the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: CITY OFQUINTA ` ======^^^~ ~---�_ — L This form sh all be posted on -the job with the Building 16spection Card'at all times in a conspicuous place. Only persons apxearing'on'thia list or their employees are authorized to work . on this job. Any changes to thi's list must be ap . proved by . the Building Division I prior. to co . mmQncement of work. Failure to comply will nasultin.a stoppage of -. Work and/or the voidance. of building permit. [-or each applicable tradei all intormation requestecl below must,be compietea.by applicant. --un i--iie-- is. noT an- acceptauie respoiibu-- ic Company Name' Classification License Number Exp.. Date Carrier Name Policy Number Exp. Date Licen e Number Exp. Date ' .13 Bin City of La Q urn to ' Building 9 Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta; CA 92253 - (760) 77.7-7012 S� .Building Permit Application •and Tracking Sheet Permit # �3 —�� Project Address: 7��a Owner's Name: C A. P. Number. © 0 �ad-, d Q Address: 8a`+6 eS v Legal Description: I -A 1 ( City, ST, Zip: ,I'►1LiJtU Contractor: d�F �✓2- Telephone: b o '9 D 3 Address: Project Description: City, ST, Zip: Telephone: P o . o State Lic. # : City Lic. #; .Lt . Arch., Engr., Designer: Address: a� . City, ST, Zip: Telephone hone vim. L Construction Type: Occupancy: �G Sto to Lic. # ect type (circle one P roJ Add'n Alter, Repair. air Demo _ Name of Contact Person: - Sq. Ft.:t' # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT:,DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted, Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. ' Plans picked up ' Construction Flood plain plan F; Plans resubmitted Mechanical Grading plan " .2nd Review, ready forcorrecti ns/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:-. ''d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue.' School Fees Total Permit Fees • " V - • " ''--"', CERTIFICATE Op COMPLIANCE - RESIDENTiAL PERFORMANCE COMPLIANCIEMETHOD - CF1R-PRF-01-E ';Project Name: 791.85 SFiadow Trail Calculation D i : 17:09, Mon, Aug 24, 2015 Page 1 of 8 'Calculation Description: Title 24 Analysis Input Fil rt �l8 h6dow Trail ( --1).iiml 000 �1 . '15 8%.. dENERAL INFORMATION ` Space Cooling 86.14 01 Pr6jeCt Name 79185 Shadow Trail j 1.42 1 ;6%0 02 calculation Oescriptlon Title 24 Analysis'�.-44 - IAQ Ventilation `0.95 03 Project Locatlon 79185 Shadow Trail =04 City LaQuinta?. Standards 15 04 • - • ,96 Ip Code 92253; Conlpllance INenayer Version 13EMCmpMgr 2013-3c'(71Q) . 3, 2 38.3%0 08 .- Climate Zone CZ15 ` Software Version EnergyPro 6.5 77— PFSntovol>aic Offset r 10 Buiiding'Type 'Single Family - • Front Orientation (deglEardii4'al) 180 _ Project Scope Newly Constructed ; 13 Number of Dwelling Units -1 ` Compliance Snergy Total 97.94 14 Total Conti. Floor Area (ftZ) 2644 1$ , . Nu M660 Qf Zones 1 5:32 5,4919 ' 16 - Slab Area (ft2) 2644 .17 Number of: Stories 1 - Registration Number: 215-N6301966A-000000000-0000 Registration Date/Time: 2015-08-24 17:15:31 CA Building Energy Efficiency Standards* 2013 Residential. Compliance Report Version: CF111-07082015-710 18 Addition Conti Floor Area. N%A ' 19 Natural Gas Available Yes - -20 ')kdditlotl.Slab Area (ftZ) N%A 21 Glazing Percentage (%) 10 8% 7hls compllit:e analysis is valid only for perrrlit applications through Ji11y 31, 2015 COMPLIANCE RESULTS ' ; ` r ' }''-'`- 01 Building Complies with Compyter�Performarice i '�-. _ jar. ` 02 • This building iricorpprotes features that�requ1'4field testln`g and/or denflcatlon by a oertified HERS rater under the supervisf'on of a CECapproved HER3 provider. 03 This building Incorporates one or more S'Peolal Features,shown below , , ` 3 : ENERGY USE $UMMARY 06 Ene Use kTDV/fl:2 . r ., Standard Desi n, Pro osed Desi n", rgy ( y )` g . p 9 Compliance Ma►gin Percent 1-mprovement . Space Hgatmg1,14 ;, • 0.86 0:18 '15 8%.. Space Cooling 86.14 84.72 1.42 1 ;6%0 - IAQ Ventilation `0.95 0.950:00 Water Heating 9.71 • • 5.99 3, 2 38.3%0 77— PFSntovol>aic Offset r 0.00 ` Compliance Snergy Total 97.94 92:62 5:32 5,4919 ' Registration Number: 215-N6301966A-000000000-0000 Registration Date/Time: 2015-08-24 17:15:31 CA Building Energy Efficiency Standards* 2013 Residential. Compliance Report Version: CF111-07082015-710 HERS Provider: CaICERTS inc. Report Generated at: 2015-0$-2.417:09:44 CERTIFICATE OF COMPLIANCE - kESIDENTIAL PERFORMANCE COMPLIANCE METHOD -Project Name: 79185 Shadow Trail Calculation Date/Time: 17x09, Mon, Aug 24, 2015 Calculation Description: Title 24 Analysis Input File Naine: 79185 Shadow Trail (14=2021-1).xrhl REQUIRED SPECIAL FEATURES The following are features that must be iiistfilled as condition for meeting the modeled energy performance for This computer analysis. • ,Window overhangs and/or fins CF1°RR11F-01-E Page 2 of 8 t HERS FEATURE SUMMARY - � e following is a sufnmary of the features that must be field verified by a :certified ,HERS Rater as a condition for meeting the modeled energy performance for i06 computer analysis;_ Additional detail is provided in the building components tables below. Building -level Verifications: IAQ mechanical Ventilatign Cooling System Vefificatiops: • Minimum Airflow • Refrigerant Charge. • Fan Efficacy Watts/CFM HVAC Distribution System Verifications - Duct Sealing 1 domestic Hot Wat0 System Verifi08t16ns: --None -- ENERGY DESIGN RATING 7- ^ This is the sum of the annual TDV energy oorisumption for energy use componentsRincluded ih-the'perf9 }mance corriplience approach for the Standard Desigh Building (Energy Budggt) and the annual TDV energy consumption for lighting and corn not fedulate'd by Title 24;�Part;6 ("such as domestic.appliances"and consumer eiect�onic's)-and accotlntirig for the annual TDV energy offset by an 4n -site renewable energy sy&tem. �.Referenae„ Energy Use, Ertel9v:.4esigh-Rating Margin Percent ImproVement Total Energy (kTDVl1`2-yr)" includes calculated Appliances and Miscellaneous Energy Use (AMEIJ) 7. UILDING - FEATURES INFORMATION, 01 02' 03 04 05 00. 07 Project Name Conditibhed Floor Area (ft2) Numbertof Dwelling Units - Number of Bedrooms Number of Zones Number of Ventilation Cooli'rlg Systems Number of Water Heating Systems 79185 Shadow Trail ' ' 2644 1 3 1.0 DWW Sys 1 ZONE INFORMATIOI - 01 0�' ._. _Q3 04 05 0s p7 Zone Name Zone Type HVAC Sy§tgrn Name Zone Floor•Arq (ftZ) Avg. Ceiling - Height Water Heating.System 1 Water. Heating System 2 SFR GonditipnQd Res HVAC1 2644 ` 1.0 DWW Sys 1 Registration Number: 215-N6301966A-000000000.0000 Registration Date/Time: 2015-08-24 17:15:31 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-07082015-710 HERS Provider: CaICERTS inc. Report Generated at: 2015708-z4 17:09:44 CERTIFICATE OE COMPLIANCE - RESID).NTIAL PERFORMANCE COMPLIANCE METkOD Project. Name:. 79165 Shadow Trail Calculeti6h bate/Time: 17,09, Mon, Aug 24, 2015 calculation Description: Title 24 Ahal'ySis Input File Nifne: 79185 Shadow Trail (14=2021-1).Rnil CF1A-rPRF-01-E Page 3 of 8 OPAQUE SURFACES :; 01 02 03'`x;, 04 j 05.06 (i '.07' 01 02 03 04 05 06 07 08 Narrtiib Rorie ConstructIon Azimuth Orientation Gross Ar&i (#t) Window & Door Arp,3 (ft2) Tilt (deg) Rear Wall (North) "SFR R-19Well 0 Back 790 190.992 90 Left Wall (West) SFR R-1.9 Wall 270 Left . 390 10.992 90 Right Wall (Bast) SrR R-19 Wall 90 Right 560 33.0072 90 Front Wall (South), SFFt R -i9 Well : 180 Front 370 77.97999999999999 90 Roof - Attic interior SF(i R-38 Roof 0.35 Insect syoreen (default) 2644 Window Right Wall (East) (Right -9q). _ House to (913 -rage SFR >'Z c SF 2 R=19 Wall1 33:Q b 3b _ . 600 insectScr@en (default) L:. Front Windows ATTIC 01 02 03 04 0$ 06 07 08 7-77 Name Consfruc,.ort ' Type Rpof Rise Rg9f Rr3fiecfarice Roof Emittence Radiant Barrier 0041 Roof .. . - Attic SFR Attic RoofSFR. Ventilated 4 0.1 0.85 Yes No WINDOWS ~ t t 1 r :�"""�. i � !'' # i, , ) �.�. � '{.�•-. r.. t'' .�,� ✓.'moi' - :; 01 02 03'`x;, 04 j 05.06 (i '.07' Og. 09 10 . .:. ,y Area Name TYP8 Surface (Orjsntatioh Az)muth) " VUid'th1(ft) Weight (ft) er; "'(ftx) U4acf6r SHGC Exterior Shading Rear Windows Window` Rear -!Nap (North) (BaCk.q) 8.0 t3 0 ', 3,9.79 191;tj 030 0.35 Insect $preen (default) Left Windows Window Left Wall (West}(Left-270) :.._ U6:b 8.0 Q:229 t 1:Q 0.3b 0.35 Insect syoreen (default) Right Windows. Window Right Wall (East) (Right -9q). _ 6a 6.8 0.809 33:Q b 3b _ . 0.35 insectScr@en (default) L:. Front Windows ondow Front Wall (South) (Front -180) 6:0. 6.8 1.225 50.0 0 3b 0.35 InsecYSGreerl (default) QOORS .,r. 01 .., - ... .. 02 - 03 04.. game Side; of suildirig Arta (f112) U.factor Qoor Front Wall (South) 28.0 0.5t) r s Registration Number: 215-tQtr301966A-000000000.0000 Registration Date/Time: 2015-08-24 17:15:31 HERS Provider: CaICERTS inc. CA Building Energy Efficiency standards- 2013 Residential Compliance Report Version - CF1R-07082015-710 z Report Generated at: 2015-08;24 17:09:44 F CERTIFICATE OF COMPLIANCE -'RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 79185 Shadow Trail Calpulation Date/Time: 17:69; Mon, Aug 24, 2015 calculation Description: Title 24 Analysis Input Plle Name.791.85 Shadow Trail (14=2021-1).xi i CFI R=PRF-01-E Rage 4 of 8 (OVERHANGS AND FINS 01 02 •63 04 05 06 07 68. 09 10 11 12 99 14 Overhang Left Fin . Right. Fin' Window Depth �.. Dist Up Left xfent Right Extent Flap Ht. Depth. Top Up DiML Dot Up bdpth Top Up Qist R Bot Up Rear Windows 10 0.1 . 10 10. 0. 0 0 0 0 0 0 0 0 Left Wifidows 2 1 4 4 0 0 00.. .. 0 '0 0 Q 0 Right Windows 2 1' 4 4 0 0 0 0. 0 0 0 0 0 Front Windows '2 1 4 4. 0 0 0. 0 0 0 0 0 0 OPAQUE SURFACE CONSTftUCTIQNS 01 02 a 03+ 04 05 06 07 Edge Iris-ul. Revalue D40th Carpeted Fraction Heated Slab SFR 2644 200 ' total davlty Winter Deign Construction Name .Surface Type Con§tructipn. Type. Framing R -value 61 *Value Assembly Layers - C9vity / Frame: no insul.1'2X4 1p'p Chrd Raaf deck: Wood Siding/sheathjng/decking Attic RoofSFR w Attic Roofs Wood Framed Ceilirib 2x4 lop Chord of Roof Truss @ 24 jt )' }r in O ip; `5 + rio:H 0.400 Tilo Gap: present Roofing: 10 PSF (RoofTiie) t Y--- ' 1F I Inside Finish: Gypsum 8pard Cavity/Frame: R-9.1 /2x4 Ceilings (below =; ,.,�' •-i { ( 1. C. gis <a R-38 Roof ... attic ._... ° Wood Framed CeilintY 2x4 24 In, CI:G. ..., ..;tom R 38' H 0:025 �• .. Over Floor Joists: R-28.9 insul. :. *� y • . it . 1F:" t t�.e+° ' 1 .� 06 Finish: Gypsum Bparti • Cavity/Frame: R -19/2x6 • Ekteridr Finish: Wood R-19 Wall Fxterioe Walls Wood Framed Wall 2x6 @ 16 in. O:C. tt 19 0.060 SidirigVsheathing/decking • Inside Finish: Gypsum BQ'rrJ • Cavity/ Frame: R-19 / 2x8 R-19 Wall! IntePior Walls Wood Framed Wall 2A @ 16!n O:C. Rio. 0.067 Other Side Finish: Gypsum-Boarcj §LAB FLOORS 01 U2 .__. .. 03 <-: 0.4... 95 06 07 Nance Zane Area (fl2) PerimQte! (ft) ' Edge Iris-ul. Revalue D40th Carpeted Fraction Heated Slab SFR 2644 200 None 0.8 No Registration Number: 215-N69019@6A-000000000.0000 Registration Date/Time: 2015.0&2417:15:31 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-07082015-710 HERS Provider: C.aICERTS inc. Report Generated at: 2015-08-24 17:09:44 PERFORMANCE COMPLIANCE METHOD Or'COMPLIANCE - kEMIDENTIAL Project NaR14: 73.1 85 Shadow T.41 Calculation batelllrAe: 11:09, Mon, Aug 24, 2015 Calculation Des6ii3tion: Title 24 Ana ysis Input Pile N16ifie: 79185 Shadow Trail (14-2.021-1).xmi .VILDINGENVELOPE -HERSVi 01 0 03 4 Quality I lation irlSx4ijaltion w W am Insuliquoh uallty Ihstallat on 9T. 0 ?ptay pylidingEnvelo Lealtage %_y:ly ro. pio -7 Not Required Not Requ eed Not Required CF1R-PRF-01-E Page 5 of 8 ER HEATING by TEMi �ATER 01 02 03 04 0.6 Nardi?S.y"S"erei'N'- rl 16 Typo r Heater Num Distribution I Water Wi of keaters Solarr f�ctlon DHW Sy; 1/1 DHW Pipe lnsulatlm,141-060s DHW Heater 1" 1 .0% WATER HEATERS VAT 01 0 03 94 06 06 07 08 Tank Exterior Tank VOliiiiia EnergyInsulation Fktbr or .8t@ndJ3y Loss Name kiiafib? Mement TY06 T6fik Typq0) 16OUt Rating R -value (Fraction) DHW Heaf6r I a,ur'a1 as sft4l lWantOnOus 0.86 - I �6660-3tu/hf 0 '0 t z rr HEATING --'WERS VERIFICATION 7 �ATER 01 -04 V05 06 q7 N RecirculationRecirculationC ntral DHW Narft '6ti P jpa Jr, lililo-ft par, P Pciint.6f Use Control .01 . ution s tri" DHW Sys 1.- 1/1 -7 SPACE CONDITIONING SYSTEMS 01 '0 o —05, Qs Sb Sys NaMetern Type Hebtlifig Unit Name Cooling l4ri!t Name Fan Name Distrilziptiqrl Name Other H06 'na Cooling Res HVAC) Other CQrnppn'oht 1 qqolinR.C&riponent 1 HVAC Fan 1 Air Dls!rJOutiqp System 1 SWqrh ;HVAC - HEATING UNIT TYPES 711 of 03 Namli Efficiency Heating Component 1 'CntrlFurn'acj-4uoTe=central fyrnace 93.1 AFUE Registration Number: 215-N8301966Ai-0000000004000 Registr?tion Date/Time: 2015AB-24 17:15:31 CA Building Energy Efficiency Standards - 2013. Residential Compliance Report Version --CFlR-07082015-710 X r. HERS Provider: (WCERTS inc. 'Report Generated at: 2015=0@-24.17:09:44 k CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD .Project Name: 791$5 Shadow Trail Calculation Date/Tlme: 1 :199, Mon, Aug 24, 2015 Calculation Description: Title 24 Analysis Input File Name: 79185 Sh6dow Trail (14-2021-1).kml CF -1 R -PRF -01-E Page 6 of 8 HVAC - COOLING ONIT TYPES 01 02 09 0 05 l)6' .07. Name System Type Efficiency EER SEER Zonally Controlled Multi-kpeed Compressor HERS Verification Cooling CompOAent 1 SplitAirCond 11.7 14 Not Zonal $ingl`b Speed Copling Cgmponent 1 -hers -cool HVAC COOLING - PERS VHRIFICATION 01 01 ,. 02 63: ... 04 00 06 Name Vewlfiad Aliflow Ai 161 Target Verified EER Verlged SEEA Verified er fled ,Refrlgerant 134argg Cooling Component 1-hersTool Required 350 Not Retiulred Not f @;juiced F�e9uired HVAC - DISTRIBUTION SY$TEMB 01 i t) 03 O4. OS :t Roo!`07 Q7 Name . - -Type Duct Leakage InsulatioA R-vale@r. Duct Lgcation . Bypass Duct HERS Verification Air Distribution SVstem.l z. DuctslJC � Sealed ae fnd(d E 8 Attic None Air DlBtnbut on System 1.hers�ist HVAC DISTRIBUTIN - HERS VERIFICATION ` `�V ";:. 01 r 02 `* .03 "fk t'" 04 1 ,r ' 05 AL.0 :t Roo!`07 QI3 Nanta Duct Leakage Verlflcatloh Duct Leakeg@ Target (%) Verified Duct Location Verified Duct Dgsigit Btii ep Ddatg Deeply Buried Ducts Low -leakage AIr Handler Air Distribution System 1-6ers-dist RequiredC,0 Not Required Not Required Not fiefiuired Not Required HVAC -FAN SYSTEMS 01 0 .,.: 03. 04 . Name' -'Type Fah Polder (1jVattslCFQf!) HERS Verl0cetlon HVAC Favi 1 Single Spegd PSC Furnace Fan 0,65 HVAC Fan 1 hers fan .HYAC FAN SYSTEMS - HERS VERIFICATItjN 01 02 03 eName V$rifled Fan Watt Draw f6quired Fan Efficiency (y latts/CFM) HVAC fan 1rhers-fan _ Required 0.58 Registration Number: 215-N6401966A-000000000-0000 Registration Date/Time: 2015-08-24 17:15:31 HERS Provider: QOiCERTS inc. �A Building Energy Efficiency standards - 2013 Residential Compliance Report Version - CF1R-07082015-710 Report Generated at: 2015708-24 17:09:44 ' ` .'CERTIFICATE OF COMPLIANCE - kE81DENTIAL OERFORMANCE COMPLIANCE METHOD Project Name: 79185 Shadow Trail Calculation Date/Tlrne: 17:09; Mon, Aug 24, 2015 Calculation Description: Title 24 Anely is Input Elle NaiFte: 79185 Shadow Troll (14-2021-1).k fil U1R-PRF-01-E POge 7 of 8 IAQ (Indoor Air QJellty) FANS q � • � 01 02 03 04. b5 QO . . Dwelling.Uhit .. IAO CFM IAQ Watts/CFM IAQ Pan Type IA�I Recovery Effectiveness(%) HERgi-Verlflcation SFam IAQV@ntRpt 56,44 0;25 befault 0 Required r cp��F �C._� co 1-4 ERS PR -VE F(egistration Number: 215-N6301968A•000000000-0000 Registration Date/Time: 2015,08-24 17:15:31 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-07082015-710 TIERS provider: C,aICERTS inc: Report Generated at: 2015-Q8-24 17:09:44 'CERTIFICATE OF COMPLIANCE - RESIDENTIAL EERFORMANCE COMPLIANCE METHOD Project Name: 79185 Shadow Trail Calculation Date/Tlrrte: 17:09, Mon, Aug 24, 2015 Calculation Description: Title 24 Analysis Input File Name: 79185 Shadow Trail (14=2021-1).XW CFI R -PRF -01-E Page 8 of 8 Q(gCUMENTATION AUTHOR'S DEC4.Al2ATI0N STATEMENT 1 `I. certify that this Certificate -of compliance documentation Is accurate and doin_ plete. IA Dgcumentation Author Nama; pOGurtientation Author $lgnature, �.i /� �o 5 L.bitdresen Doug Andresen Company: Slghature Date: Andresen Architecture, Inc. 2015.0$x_24 17:15:31 Address: C(A/HERS Certlfic6tion Identification (If applicable): 17087 Orange i1Vay. City/State/Zip: Phone: Fontana, CA 92335 909-355.668$ .F?�SPONSIBLE PEFfSON'S pECLAkmrr N STATEMENT' I certify the following Under penalty of "perjury, under the laws of the State of California: 1. I am eligible Under Diylsion 3 of the Business and Professions Code to accept responeibllity for the bulidl►ig design identified on this Certificate of Cofilpliarice. 2. 1 certify that the energy features and performaahce speGificatlons identified on this Certificate of Compllan. 9 conform to tho requirements of Title 24, Part 1 Ind Part 6 of the calif9mia Code of Regulations. 3. The building 'design fgetures c5r.system design features identified on this Certifloote of Compliance are consistent with the Information pt6vJded on off applicable compliance dacymgnts, worksheets, b lculatigns, plans and specifications, submitted to the enforcement agency for approval with this byllding pefrnit appliyatlon. Responsible Designef Name: s ` ! Responsiblp Designer SI¢nature: �7C �,7 il �Nq �7Ldresen Doug Andresen,`� C_ompany: { : pAte Slgne�l: +6� ,t 4 Andresen Architecture, Inc. , , ..._ ...._ _ 2015.08.24 17;15.31 Address: _ Llcenat3: 17087 Orange Way f,. c. 14.504 City/State/Zip: _ Phone: Fontana, CA 92335 909-35566$$ Digitally signed by CaICERTS. This digital signature is provided in order to secure the eorlterit of this registered document, and in no way implies Registration Provider responsibility for the acpurcy gf the I(t formation. Registration Number: 215-Nfi301966A-000000000-0000 Registration Date/Time: 2015-08 24 17:15:31 HERS Provider: P ICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-07082015-710 Report Generated at: 2015.08-24 17:09:44 4 BUILDING ENERGY ANALYSIS REPORT PROJECT: ' • Wallace / Jacobs 79185 Shadow Trail La Quinta ,. Ca 92253, Project Designer: r. ' ' D.Q. Drafting 2123 West Fairway Dr. ` ` Rialto, Ca 92377 562-631-8184 ' Report Prepared by: ' Robert Gonzales DESIGN 4 BUILDING 16222 Grand AveWD - Bellflower, Ca 90706 ` 561-9814890 JAN 2 7 2014 CI" OF LA, QUINTA► ' �.. COMMUNITY DEVELOPMENT •' DESIGN 4&BUILDING _ N TA -�E_F1�INC & Sf�FETY DEPT. ' Job Number:''PROVED FOR CONS CTION. -' 14-0328 ')ATE Date: 1/26/2015 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy.Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. • This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 6.4 by Ener Soft User Number: 20180 ID: 14-0328 r i ,. � I 1 � .. � , _. # - '- a � - 1 .i � � � � , 1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wallace / Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Calculation Description: Title 24 Analysis, Input File Name: Wallice.xml CF1 R -PRF -01 Page 1 of 7 GENERAL INFORMATION 01 Project Name Wallace / Jacobs 02 Calculation Description Title 24 Analysis 03 This building incorporates one or more'$peclal Features shown below =". 03 Project Location 79185 Shadow Trail 04 City La Quints 05 Standards Version Compliance 2015 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2013-3b1 (694) 08 Climate Zone CZ15 09 Software Version EnergyPro 6.4 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT 2) 2644 15 Number of Zones 1 16 Slab Area (FT2) 2668 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes 20 Addition Slab Area (FT 2), N/A 21 Glazing Percentage (%) 12.7% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or Verification by a certified HERS4ater under the supervision of a CECapproved HERS provider. 03 This building incorporates one or more'$peclal Features shown below =". �n1 % ENERGY USE SUMMARY I I � 04;1 05 06 07 08 I I UEnergy�use j(IifiDVlft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement I Space Heating 1.27 1.32 -0.05 -3.9% Ir ()Spa"Cog 88.92 89.93 -1.01 -1.1% C sII Ventilation 1.08 1.08 0.00 0.0% "q Water tfeting �y -4 A d A �k K 9.71 6.07 3.64 37.5% (� f—P,hotovolt'ai� Offset — 0.00 0.00 — Compin eqE ergy Total 100.98 98.40 2.58 2.6% Registration Number: 214-N0102604D-000000000-0000 Registration Date/Time: 2015-01-26 16:21:39 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01142015-694 Report Generated at: 2015-01-15 20:04:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Wallace / Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Page 2 of 7 Calculation Description: Title 24 Analysis Input File Name: Wallice.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Ceiling • Window overhangs and/or fins 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: • IAQ mechanical ventilation Cooling System Verifications: - —VANone — HC Distribution System Verifications: • Duct Sealing 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�performancecompliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24 P.arfl (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system.` A ; .;•.. —,i_ ,,, af1 { rReference.Energy Used :_j Energy Design Rating Margin Percent Improvement Notal Energy (kTDV/f2-yrj" 144.31 141.73 2.58 1.8% .: i rn . includes calculated ApplianceTan Miscellaneous Energy Use (AMEU) 1� 9 BUILDING - FEATURES INFORMATION U1�t Say '� 02 03 04 - 05 06 07 CD C/5 •Jj C1 -� Project Name I Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Wallace /Jacob2644 1 4 1 0 1 Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC System1 ZONE1, INFORMATION 01. 'Ur e_- 02 03 04 05 06 07 r Zone Floor Area Avg. Ceiling Zone Name Zone Type HVAC System Name (ft2) Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC System1 2644 8 DHW Sys. 1 Registration Number: 214-N0102604D-000000000-0000 Registration Date/Time: 2015-01-26 16:21:39 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01142015-694 Report Generated at: 2015-01-15 20:04:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wallace / Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Calculation Description: Title 24 Analysis Input File Name: Wallice.xml CF1 R -PRF -01 Page 3 of 7 ° OPAQUE SURFACES ,. , : ji - }., ; .. •. 01 , ; 02'- V 03' ' F 04 , , �, ,+ ,.05 06 07 Name' `:Construction ...:' - ' ::.. Roof Rise- . ' . 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (tt2) Window Area (ft2) Tilt (deg) Front Wall Zone 1 R-19 Wall 0 Front 785 91.3 90 Left Wall Zone 1 R-19 Wall 90 Left 525 6.2 90 Rear Wall Zone 1 R-19 Wall 180 Back 785 219.41 90 Right Wall Zone 1 R-19 Wail 270 Right 525 12 90 Roof 2 Zone 1 R-30 Roof Attic 4.0 0.30 2660 kylight 2 `U Skylight OPAQUE SURFACES - Cathedral Ceilings ,. , : ji - }., ; .. •. 01 , ; 02'- V 03' ' F 04 , , �, ,+ ,.05 06 07 Name' `:Construction ...:' - ' ::.. Roof Rise- . ' . 01 02 03 04 05 10 06 ' 07 08 09 10 11 Name Zone Type Orie_ntatio 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 Zone 1: _ R-30 Roof Atticl Front 8.1 4 4 0.33 18.43 0.1 0.85 0.1 .. ._ .:w. -•t.... .. _rs+'�-.-..4 ,r �-�«+.,rr^t m..��.'J�.+•,.. r:_o4x.-- ,w�:..i .. 7�tti ATTIC,. ;,F. ,. , : ji - }., ; .. •. 01 , ; 02'- V 03' ' F 04 , , �, ,+ ,.05 06 07 Name' `:Construction ...:' - ' ::.. Roof Rise- . ' . + + Roof Reflectance 'ms's -'Roof Emittance Radiant Barrier Cool Roof Attic Zone 1 Attic Roof Cons Zone .1 4 0.1 0.85 Yes No WINDO iS D 0� ' 00C 03'_ pp 03 04 05 06 07 08 09 10 X me Z Type Surface (Orientation -Azimuth) • Multipli Width (ft) Height (ft) er Area (ft) U -factor SHGC Exterior Shading dow U LWndow Front Wall (Front -0) - - 1 91.3 0.30 0.25 Insect Screen (default) W row 2 CI) Windy Left Wall (Left -90) - , - 1 6.2 0.30 0.25 Insect Screen (default) ow 3 ?�W�dow Rear Wall (Back -180) - - 1 103.0 0.30 0.25 • Insect Screen (default) ndow 4 e flyWndo� Rear Wall (Back -180) 10.0 7.0 1.663 116.4 0.30 0.25 Insect Screen (default) endow 5 IN`Ir dol Right Wall (Right -270) - - 1 12.0 0.30. 0.25 Insect Screen (default) kylight 1 LJ rSIrytig�ht Roof (Front -0) 1 4.0 0.30 0.25 kylight 2 `U Skylight Roof (Front -0) 1 4.0 0.30 1 0.25 L �I Registration Number: 214-N0102604D-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-01-26 16:21:39 Report Version - CFIR-01142015-694 HERS Provider: CaICERTS inc. Report Generated at: 2015-01-15 20:04:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wallace i Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Calculation Description: Title 24 Analysis Input File Name: Wallice.xml CF1 R -PRF -01 Page 4 of 7 OVERHANGS AND FINS 01 02 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 Extentk!tpHt. Framing Depth Top Up DIstL Bot Up Depth Top Up Dist R Bot Up Window 4 10 1 10 10 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07' Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers • Cavity / Frame: no insul. 12x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic Roof Cons Zone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.400 Roofing: 10 PSF (RoofTile) • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 # Exterior Finish: Wood . R-19 Wall Exterior Walls Wood Framed Wall ? A 2x6'@.16 in: O.C: t R19 0.069 Siding/sheathing/decking Ceilings below''' or rl r 1 ,i �, • Inside Finish: Gypsum Board Cavity/Frame: R-9.1 /2x4 R-30 Roof Attic --I attic)=`: `' Wood Framed Ceiling 2x4 @ 16 in: O C:-' R 30 0.032 Over Floor Joists: R-20.9 insul. UJ Inside Finish: Gypsum Board M Cavity /Frame: R-30 / 2x4 Deck: Wood Siding/sheathing/decking JRoof R 30 0.043 Tile Gap: present Roofing: 10 PSF (RoofTile) R-30 Roof Altic1 Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. cathedral . M SLAB kLOORSZ 'M 00 I -0in r71> 02 03 04 05 06 07 rp Zone Area (ft2) Perimeter (ft) Edge Insul. R -value tip Depth Carpeted Fraction. Heated Slab`-on!Gibde) C • Zone 1 2668 262 None 0.8 No !ItQuaft ENVELOPEL�HERS ERIFICATION ~ 01�j 02 03 04 lnsulat Installation (Qll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH @ 50 Pa Not Required Not Required Not Required — Registration Number: 214-N0102604D-000000000-0000 Registration Date/Time: 2015-01-2616:21:39 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01142015-694 Report Generated at: 2015-01-15 20:04:08 0 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wallace / Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Calculation Description: Title 24 Analysis Input File Name: Wallice.xml CF1 R -PRF -01 Page 5 of 7 WATER HEATING SYSTEMS 01 02 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction DHW Sys 1 - 1/1 DHW Pipe Insulation, All Lines DHW Heater 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 WATER HEATING - HERS VERIFICATION 01 02 03 - 04 05 06 07 Name ,,Pli e:lnsulationsParallel.Piping:''�, P 4Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 +Cooling Unit Name - ' fj X — — — 1'.... 'OT . r:1 a i. ,1"..:' �— xa'Os .rte + SPACE CONDITIONING SYSTEMS-.:„��r 4 ✓ '""' ��' ✓ 01 I 02 02 03 04 05 06 I Zonally Controlled Multi -speed, • Compressor HERS Verification Cooling Component 1 SplitAirCond ' I _.SC Sys.NaQ System Type Heating Unit Name +Cooling Unit Name Fan Name Distribution Name Co ling Compoion fen'tT:H�ating,Camponent 1:Air ,DistributFan Other Heating and Cooling Heating Component l Cooling Component 1 HVAC Fan 1 Air Distribution System 1 Sysdtemm1:HVAd 1:1 System HVACI-HEATIN_GUNIT�TsYP& I 4°' ;;;;.-Lo 01 02 03 C r"n-T ; Na;ne Type Efficiency 1 _"�- HeatingLtgmponent 1 CntdFurnace - Fuel -fired central furnace 80 AFUE HIJ� - COOL`ING_UNITI ?_k;S 01 I 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed, • Compressor HERS Verification Cooling Component 1 SplitAirCond 11.7 14 Not Zonal Single Speed' Registration Number: 214-No102604D-000000000-0000 Registration Date/Time: 2015-01-2616:21:39 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01142015-694 Report Generated at: 2015-01-15 20:04:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wallace / Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Calculation Description: Title 24 Analysis Input File Name: Wallice.xml CF1 R -PRF -01 .Page 6 of 7 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested 6 Attic None Air Distribution System 1 -hers -dist . HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%,) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage' Air Handler Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required — HVAC -FAN SYSTEMS 02 01 02 03 04 -Name Type .� ;. _ Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 / (',Single Speed PSC Furnace Fang ` ' t 0.58 HVAC FAN SYSTEMS - HERS VERIFICATION� 01 02 03 —Nam Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) IAQ (I qdo r Air Quality) FANS 02 03 04 05 06 d,+ g� 11Dwellin IAQ Recovery /o HERS Verification ,Unit .� IAQ CFM IAQ Watts/CFM IAQ Fan Type Effectiveness (°) — ;SFam IAQVentRpt 0 63.94 0.25 Default 0 Required z7 0 zjM c 0[) Z > Registration Number: 214-N0102604D-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-01-26 16:21:39 Report Version - CFiR-01142015-694 HERS Provider: CaICERTS inc. Report Generated at: 2015-01-15 20:04:08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Wallace / Jacobs Calculation Date/Time: 20:03, Thu, Jan 15, 2015 Calculation Description: Title 24 Analysis Input File Name: Wallice.xml CF1 R -PRF -01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Robert Gonzales Company: Signature Date: Design 4 Building 2015-01-26 16:21:39 Address: CEA/HERS Certification Identification (If applicable): 16222 grand ave n/a City/State/Zip: Phone: Bellflower, CA 90706 562-9814890 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of.the State of California: 1. 1 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.desgn 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 thio building permit application. Responsible Designer Name: e r • ""¢ � 1' � � Responsible Designer Signature: -. i.p` ��^�W✓W �B%1KiW�N � •E '� L+=r� StR Robert Gonzales t, J � A Company: bate Signed:" Design 4 Building___ 2015-01-26 16:21:39 Addressl D License: 16221 and ave C N/A City/St Phone: Ite%Zip: Bellflower, CA -90706— I 562-9814890 lJ .s., ., - po M 80 JCRCEfi�-'!M. signed ital signature is provided in order to secure the content of this registered document; and in no way implies Registration Provider responsibility for the accuracy of the ion. Registration Number: 214-N0102604D-000000000-0000 Registration Date/Time: 2015-01-26 16:21:39 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01142015-694 Report Generated at: 2015-01-15 20:04:08 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Wallace /Jacobs Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/26/2015 Project Address 79185 Shadow Trail La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 2,644 Addition n/a # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Wall Wood Framed R19 2,291 New Slab Unheated Slab-on-Grade - no insulation 2,668 Perim = 262' New Roof Wood Framed Attic R30 2,660 New Percentage: 12.7 d Average U-Factor: 0.30 FENESTRATION I Total Area: 337 GlazingNew/Altere Orientation Area ftz U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (N) 91.3 0.300 0.25 none none Bug Screen New Left (E) 6.2 0.300 0.25 none none Bug Screen New Rear (S) 103.0 0.300 0.25 none none Bug Screen New Rear (S) 116.4 0.300 0.25 10.0 none Bug Screen New Right (tM 12.0 0.300 0.25 none none Bug Screen New Skylight 4.0 0.300 0.25 none none None New Skylight 4.0 0.300 0.25 none none None New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic 6.0 New WATER HEATING IC'TY OF LA QUNTA Qty. Type Gallons Min. Eff Distr i4utionlit\ir,,zcz6�rnrnr:r,,%attis 1 Small Instantaneous Gas 0 0.84 All Pipes Ins New YA TC ov Ener Pro 6.4 by Ene Soft User Number. 20180 RunCode: 2015-01-26T16:25:58__+ ID: 14-03287 a 10 of 15 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may apply. Review the respective code section for more information. Building Envelope Measures: § 110.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-111 (a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § l 10.8(i) when the installation of a cool roof is specified on the CFIR. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. § 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §I50.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior §150.0(g)1: walls, vented attics and unvented attics with air -permeable insulation. §150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8( . 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)IB: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures - §110.0 -§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. _ § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of1LP10.2(c� . l I A §150.00)lA: Storage gas water heaters with an energy factor equal to or less than the federal' minimum s dards s$alr e`externall wrapped with insulation having an installed thermal resistance of R-12 or greater.iUf'_DII\iG & SAFETY DEPT. § 150.00)1 B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar watehea_ting systems, have R-12 ex ernal insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior`of the tank. For domestic hot water system piping, whether buried or unburied: the firsti5ifeefio£1iot:aiid cold(watec pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recircula 'on system §150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below 4rade, and all hot water pipes from the heating source to kitchen fixtures must be,insufated-according-to Yhe.requiremen� E 120.3- A. _ �� § 150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary §150.00)2C: Pipe for cooling system lines shall be insulated as specified in §I50.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing enc approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ''A inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §I50.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §I50.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be § 150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §I50.0(m) 12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handler fan and del1'veiiaTTo-the-dwe4in,_ M er ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of <_ Oa1.58'tW,.,r 1 -is co fir 2rrt. d, y, an iagnostic testing, in accordance with Reference Residential A pendix RAI. _ LJ`A § 150.0(o): All dwelling units shall meet the requirements of ASHRAE Sta�n,llard 62:2! Ndith6ti• ind� op �ra� :tri br cue nuo operation of forced handlers in fan integrald central air system air used central ventilationsystem -are ass e me ho sofJoviding the Whole BuildingVentilation. . I �" d`'�w w §150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field veri`ficati6rU@,djagnostirciteesstmD, accord ce with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: OATF Any pool or spa heating system shall be certified to have: a thermal iemcv t a comp ies wfth4he-App'�f iciency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater w?thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. §I 10.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. §150.0(k)IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)IB: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §1 50.0(k)IC: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)ID: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. §150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer §150.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in § 150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § I50.0(k) if. it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. § I50.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other aise_;cai>ahr with air leakage less than 2.0 nationally recognized testing/rating laboratory; have a label that certifi7requeeNentsunU_TVD% CFM at 75 Pascals when tested in accordance with ASTM E283; be se�a lk ete A� using § 150.0(k)8: Vtgll and ceiling, and shall have all air leak paths between conditioned and �Fse�#e iil "e ca k; d allow ballast maintenance and replacement without requiring cutting hifig�,a $t SQF � For recessed compact fluorescent luminaries ballasts to 150(Ek),rthe with qualify asr�sorrkpliace t b lasts shall be certified to the Ener Commission to complywith the a licntsan`4 d_TV For single-family residential buildings, outdoor lighting permanently ounted 0$-4t 4b. e lvildings n the Vn Y same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override t ON the automatic actions of Items ii or iii below; d § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass swi cAlilt�iisable_ s the motiWensor, or controlled bJ a motion sensor having a temporary override switch which temporarilync Mo ti ally reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § I50.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. §I50.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9, 130.0, 130.1, § 130.4, 140.6, and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k)12B: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a) l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10 b through § 110.10 e . §I 10.10(a)2: Low-rise multi -family buildings shall comply with the requirements of §110.10(b) through §110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. §1 10.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearl indicated on the construction documents. The construction documents shall indicate: a location for inverters and me eririg�@qui�meiii d a a la'w ,. or�"of goof cnn it §110.10(c): from the solar zone to the point of interconnection with the electrical servi a Nb ^ls;i►gt�fi des enter e of interconnection will be the main service panel); a pathway for routing of um6ing �o ue solaK zo�ie-to e Lv� er=heling system. § 110.10(d): A copy of the construction documents or a comparable document indicati the infoimationrfrom Q 0.: 0(b),. rou § 110.1 (c) � u � 1�y shall be provided to the occupant. Fi�R Ct_r�l_ _ § 110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 260 amps. The main electrical service panel shall have a reserved space to allow for the iostalllation of a doublelggle circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (1 en rom t___ hZ in; or main circuit location, and permanently marked as "For Future Solar Electric's -- HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Wallace / Jacobs Date 1/26/2015 System Name HVAC System Floor Area 2,644 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM Total Room Loads 1,256 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 80,000 25,113 2,781 708 27,026 Total Output Btuh) 160,000 0 Output Btuh/s ft 60.5 1,714 1,559 Cooling System 0 0 Output per System 1 0 0 0 0 Total Output Btuh 2 0 1 2,781 0 Total Output (Tons) 0.0 1,714 1,559 Total Output Btuh/s ft 0.0 Total Output s ft/Ton 15,864,000.0 1 28,541 30,143 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Standard Fau/AC 2 0 160,000 Airflow cfm/s ft) 0.00 Airflow cfm/Ton 0.0 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 2 0 Aug 3 PM 160,000 Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 67 OF 67 OF 105 OF Heating Coil 104 OF 1 ROOM 68 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air^ 0 cfm 76 / 62 OF 76/63°F 55/54°F � t 11 f Cooling Coil) LA l 8:5�y%o6 ° 62 OF FURC471 r� �y" amr EnergyPro 6.4 by EnergySoR User Number. 20180 RunCode: 2015-01-26T16:25:58 ID: 14-0328 j 15 ��j Earth Systems �1070F, SOuthweSt 79-8118 Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588 (800) 924-7015 FAX (760) 345-7315 October 2, 2014 File No.: 09370-05 Doc. No.: 14-09-732 Mr. Jon Rombough 80416 Riviera La Quinta, California 92253 Attention: Jon &Susan Rombough (Lots7 & 19) and Richard Wallace (Lot 6) Subject: 2"d Geotechnical Update Report Project: Tract -Map 31310 Lots`6)7, and 19 Northeast Corner of Adams Street and Avenue 48 La Quinta; California In accordance with your request,'we have reviewed Reference documents 2 and 3 associated with, the proposed Tract Map 31310. This update includes supplemental or updated criteria and/or discussions relative to 2013 California Building Code and seismic parameters related to the referenced geotechnical engineering report i v I cu 'xtg in situ soil 4density testing and sampling which was condu 60 p � he�3a ple .was used for laboratory testing. BIJ3L�Q G & 5A�1=ET`t DEPT. �PPROV _ D Conclusions and Supplemental Recommendatio s FOri C� Ti zt1, I IC3�1 • The site lies within an area previously Reference Nos. 2 and 3. d docum nted' in • Earth Systems personnel visited Lots 6, 7, and 19 (see Test Location Map) 6n September 23, 2014 to observe current site conditions. A summary of our findings is presented below. ■ Lot 6, this lot was vacant and contained some low lying vegetation. ■ Lot,7 is a vacant temporary parking lot with large developed trees and other plant. ■. Lot 19 is a vacant lot with some desert vegetation. • Concentrated storm runoff channels (with depths around 6 inches) were found on the vacant lots. • Compaction testing was performed on Lot 6, 7, and 19 to verify in-place densities due to the time elapsed since grading of the site. Testing was performed in general accordance with ASTM D 6938-10 Nuclear Density Test Procedure. The estimated locations of the tests are presented on the attached Test Location Map with their results being summarized on the attached Test Results `sheet. Test . results indicate that the minimum of 90% relative compaction was obtained at the locations. The maximum density and optimum moisture was determined in the laboratory in accordance with ASTM D 1557-12. • The site is in an area currently defined by Reference Nos. 4 through 8 for active subsidence. F00- 51twe-'ro" c- aA^" CN�ctC October 2, 2014 -2-- File No.: 09370-05 Doc. No.: 14-09-732 • Dry seismic settlement was reevaluated utilizing 2013 CBC input parameters (PGAM= 0.688g associated with a magnitude 8.2 earthquake). Based on Southern California Earthquake Center and Tokimatsu and Seed methodology (1987); the estimated total combined induced settlement (ground deformation) at boring location B-5 was about 0.6 inches. Due to the similar site soil and calculated settlement potential, dry seismic settlement is expected to occur on an areal basis. Differential seismic settlement is estimated to be approximately''/: of total induced settlement or 0.3 inches. • Based upon our review of the referenced report, it is our opinion that the conclusions and recommendations provided in Reference No. 2 and 3 remain applicable to the proposed project, with the exception of Sections 3.4.2, 3.4.3 and Appendix B Section entitled "2003 International Building Code (IBC) Seismic Parameters" of the report which are no longer - applicable and are superseded below. Additionally, supplemental recommendations are provided. , Secondary Hazards Subsidence Discussion (Revise Reference 2 Section 3.4.2) The United States Geological Survey [USGS] in conjunction with the Coachella Valley Water District [CVWb] has been performing periodic monitoring.of the Coachella Valley with respect to the potential for aerial subsidence since 1996. The initial report concerned monitoring conducted between 1996 and 1998 was published in 2001 (Reference 4). That report indicated that subsidence exceeded the measuring error of +/- 40 millimeters at only half of the 14 measuring locations, indicating that ."small amounts of land subsidence occurred at these monuments between 1996 and 1998" (Reference 2, p. 1). The amount of subsidence ranged up to about %-foot in three areas of Palm Desert, Indian Wells, and La Quinta.. In'2002, the USGS issued a follow-up to the 2001 report with data through 2000 (Reference 5). Measurements of subsidence and/or uplift we,`re lativtely�i cl si i portion of the Coachella Valley, with changes measurmg,e s t�hah �I rai�bst locations. i a ��L)ll`� �.� Interferometric data for the Palm Desert, Indian Wells'and�La CZumtaas�rTe Si filar to the data from 1996 to 1998. „ I APPROVE D FOR tONSTRi In 2007, the USGS issued another follow-up report with data coverin 'Ctt�%4iod 1 96 to 2005 (Reference 6). This report indicated that up to c14(Wt 1 -foot of subsidence had occ rred in the southern Coachella Valley between 2000 and 2005 ea d subsidence rates of 0.01 to 0.02 feet per month in portions of Palm Desert, Indian Wells and La Quinta. Subsidence rates increased 2 to 4 times in these areas as compared to the 3.996 to 2000 time period. In October, 2010, the. USGS presented a paper at a symposium in Mexico providing an update to the Coachella. Valley monitoring program (Reference 7). The 2010 report did not include the same GPS -based measurements as the prior reports, but did provide InSAR data of the tract area. The • InSAR data is more. qualitative than quantitative, so the absolute amount of subsidence cannot be derived from the information, but it suggests that the areas of EARTH SYSTEMS SOUTHWEST October 2, 2014 - 3 - File No.: 09370-05 Doc. No.: 14-09-732 subsidence in the Palm Desert, Indian Wells and La Quinta areas are getting larger and more pronounced. As development encroaches on water well pumping areas, and pumping generally continues unabated with little groundwater recharge, there is current uncertainty regarding .the magnitude of subsidence that may occur within the immediate area. As the degree of' continued pumping, pumping patterns, and their combined effect, on the overlying soils is unknown, we believe it would be prudent for future homes. to utilize a stiffened foundation to reduce the potential for distress due to differentialsettlement until the risk from areal subsidence -is. more fully understood. Dry Seismic Settlement (Revise Reference 2 Section 3.4.2) The amount of dry seismic settlement is dependent on relative density of the soil, ground motion, and earthquake 'duration. In accordance with current CGS policy (Earth Systems discussion with Jennifer,Thornburg, CGS, May 2014), we used a site peak ground acceleration of (2/3)PGAM (equals 0.413g) and an 'earthquake magnitude. of 8.2. Based upon methods presented by Tokimatsu and Seed (1987), the potential for seismically induced dry settlement of non-remediated soils above the groundwater table for the full soil column height (50 feet) was calculated in our deepest boring at the site and estimated to be 0.6 inches in Boring B-5.. Shallower borings. B-1 and B-11 both had estimated dry settlements of 0.3 inches. Based on these three borings, the estimated differential settlement is approximately 0.3 inches. Due to the general uniformity of the soils encountered, seismic settlement is expected to occur on an areal basis. Site Acceleration and Seismic Coefficients (Revise Reference 2 Section 3.4.3) This site is subject to'strong ground shaking due to potential fault movements along regional faults including the San Andreas and San Jacinto faults. Engineered design and earthquake - resistant construction increase safety and allow development of seismic areas. The minimum seismic design should, comply with the 2013 edition of the California Building Code [CBC] and ASCE 7-10 (with July 2013 errata) using the seismic coefficients given in the table below. We have classified this site as Site Class D. Seismic parameters are based upon computation by.the Ground Motion Parameter Calculator provided by the United States Geological Survey [USGS] at: http://earthquake.uses.eov/designmeps/us/application.ph2 (May 16, 2014).. 2013 CBC (ASCE 7-10 w/ July 2013 errata) Seismic Parameters Site Location: 33.7006°N/116.2832 -W Site Class: D Maximum Considered Earthquake [MCE] Ground Motion Short Period Spectral Response Ss: 1.528 g 1 second Spectral Response, Sl: 0.721 g Design Earthquake Ground Motion i EARTH SYSTEMS SOUTHWEST October 2, 2014 -4- { File No.: 09370-05 Doc. No.: 14-09-732 Short Period Spectral Response, SDs 1.019 g 1 second Spectral Response, SDl 0.721 g PGAM . ' 0.618g The intent of the CBC lateral force requirements are to provide a structural design that will resist collapse to provide reasonable life safety from a major earthquake, but may experience some structural and nonstructural damage: A'fundamental tenet of seismic design is that inelastic yielding is allowed to adapt to the seismic demand on the structure. In other words, damage is allowed. The CBC lateral force requirements should be considered a minimum design. The owner and the designer may evaluate the level of risk and performance that is acceptable. Performance based criteria could be set in the design. The design engineer should exercise special care so that all components of the design are fully met with attention to providing a continuous load path. An adequate quality assurance and control program is urged during project construction to verify that the design plans and good construction practices are followed. This is especially important for sites lying close to major seismic sources. Peak horizontal ground accelerations are estimated to approximately 0.7g (PGAM). Vertical accelerations are typically 1/3 to 2/3 of the horizontal acceleration, but can equal or exceed horizontal accelerations depending upon underlying geologic conditions and basin effects. Site Drainaee and Maintenance (add section to Reference No. 2) Positive drainage in native soils should be maintained away from the structures (5% for 5 feet minimum) to prevent ponding and subsequent saturation of the foundation soils. Gutters and downspouts in conjunction .with a 1 to 2% paved or hardscape grade should be considered as a means to convey water away from foundations if increased fall is not provided. Drainage should be maintained for paved areas. Water should not pond on or near paved areas or foundations. The following recommendations are provided in regard to site drainage and structure performance: • In no instance should water be allowed to flow or pond against structures, slabs or foundations or flow over unprotected slope faces. Adequate provisions should be employed to control and limit moisture changes in the subgrade beneath foundations or structures to reduce the potential for soil saturation. Landscape borders should not act as traps for water within landscape areas. Potential sources of water such as piping, drains, broken sprinklers, etc, should be frequently examined. for leakage or plugging. Any such leakage or plugging should be immediately repaired. • It is highly recommended that landscape irrigation or other sources of water be collected and conducted to an approved drainage device. Landscaping and drainage grades should be. lowered and. sloped such that water drains to appropriate collection and disposal areas. All runoff water should be controlled, collected, and. drained into proper drain outlets. Control methods may include curbing, ribbon gutters, 'V' ditches, yard drains or other suitable containment and redirection devices. EARTH SYSTEMS SOUTHWEST October 2, 2014 - 5 - File No.: 09370-05 Doc. No.: 14-09-732 • Maintenance of drainage systems and infiltration structures can be the most critical element in determining the success of a design. They must be, protected and maintained from sediment -laden water both during and after construction to prevent clogging of the surficial soils any filter medium. Gradine. Slabs and Foundations. and Footine Desitin Grading (Section 5.1 of Reference 2. modifv to include The lots are in a graded condition; however on Lot 7, if the existing trees are to be removed, the entire root ball should be removed and the excavation should be backfilled per the soils report. Due to surficial disturbance, the Lots should be scarified and recompacted to at least 90% relative compaction for a depth of at least 12 inches below the existing. ground surface after removing debris and vegetation. All grading including footing excavations and backfill should be tested to confirm 90% relative compaction. Proper geotech.nical observation and testing during construction is imperative to allow the geotechnical engineer the opportunity to verify assumptions made during the design process, to verify that our geotechnical recommendations have been properly interpreted and implemented during construction, and is required by the 2013 California Building Code. Observation of fill placement by the Geotechnical Engineer of Record should be in conformance with Section 17 of the 2013 California Building Code. California Building Code requires full time observation by the geotechnical consultant during site grading (fill placement). Therefore, we recommend that Earth Systemsbe retained during the construction of the proposed improvements to provide testing 'and observe compliance with the design concepts and geotechnical recommendations, and to allow design changes in the event that subsurface conditions or methods; of construction differ from those assumed while completing our previous study. Slabs and Foundations (Modify section 5.4 and 5.5 of Reference 2) As discussed earlier, the mechanism of subsidence is deep seated and not readily addressed through soil improvement techniques (i.e. increased grading or compaction). Although the current and future magnitudes are unknown and related to many variables such as amount of groundwater overdraft, homogeneous soil composition, buried subsurface natural structures, etc., it is our experience that one method to reduce the potential damage from differential settlement is to utilize a stiffened foundation and slab. Stiffened foundations typically consist of a post -tensioned slab with integral footings and/or grade beam footings with a waffle slab and stiffened shear walls. Due to the fact that the subsidence area appears to be getting larger and more pronounced, it is our opinion that these Lots should consider the use of these types of measures to reduce the potential for future home distress, given the current knowledge that subsidence is occurring in the site area. A review of the USGS data indicates that the Desert -Cove (Tract Map 31310) project site is very close to a site of active regional subsidence, La Quinta (Area 3) zone. While the reported areal EARTH SYSTEMS SOUTHWEST October 2, 2014 - 6 - File No.: 09370-05 Doc. No.: 14-09-732 subsidence is inferred to be approximately 70 to 80 mm, the site is at the margin of ,the subsidence area, which can .result in an area of greater tensional stress and possible surface manifestation of earth fissures. It is our opinion, and that of the City of La Quinta, that while predicting the location of surface ground' ruptures as a result of fissuring is difficult to impossible, the potential hazards from fissuring and continued subsidence should be reduced. While, to date, no evidence of fissuring has been noted on the project site, the potential of damage from fissuring exists and has been documented in this portion of the Coachella Valley. With respect to homes currently in design, it is our opinion that the recommendations provided in the project soils reports (References 2 and 3 above), as supplemented and superseded _ below; remain applicable provided the following recommendations are incorporated into the design and construction. We recommend foundation design consist of stiffened shallow footings incorporated with a post tensioned slab and/or waffle slab with grade beams which are designed to accommodate a differential, settlement of at least 2 inches over a horizontal distance of 40 feet (angular distortion on the order of 1:240). Differential movement resulting from aerial subsidence is not expected to result in a complete unsupported loss of subgrade support, but, rather a tilting of the structure. The .differential settlement presented above is based upon current conditions and observations. Groundwater overdraft is occurring in the Coachella Valley on a regional level and must be addressed ultimately on a regional level through decreased pumping and increased recharge. It is important to stress that increased pumping and continued groundwater overdraft may lead to increased subsidence related settlement which may exceed the estimated design settlement values presented above. Footing Design (Modify Reference 2 Sections 5.1 and 5.4 to include) In our professional opinion, structure foundations should be founded on a structural mat that is a flat -plate or waffled slab and uses either conventionally- reinforced. or post -tensioned tendons, designed to accommodate the estimated differential settlement of 2 inches in a 40 - foot span (1:240 distortion ratio). Foundations should be bearing on a zone of properly prepared and compacted soils placed as recommended. Foundation design of widths, depths, and reinforcing steel are the responsibility of the Structural Engineer, considering.the structural loading and the geotechnical parameters given in this report. A minimum footing depth (below lowest adjacent grade within 3 feet) of 12 inches for single story, and 18 inches for two to three stories should be maintained.. Bearing values provided in the referenced project soils report remain valid. A representative of ESSW should observe foundation excavations before placement of reinforcing steel or concrete. Loose soil or construction debris should be removed from footing excavations before placement of concrete. EARTH SYSTEMS SOUTHWEST October 2, 2014 - 7 - File No.: 09370-05 Doc. No.: 14-09-732 LIMITATIONS The. test results summarized in this report present the moisture and density only at the locations and depths tested on the specified dates. The summarized field and laboratory tests were performed in accordance with engineering principles generally accepted at this time and location. No opinion is expressed as to the uniformity of the material or compaction. 'No guaranty or warranty of the contractor's work is made or implied. The test locations are approximate and were determined by pacing and sighting from prominent field features. In our work, we have relied on topographic and surveying information provided by others. With any manufactured product, there are statistical variations in its uniformity and in the accuracy of tests used to measure its quality. As compared with other manufactured products, field construction usually presents large statistical variations in its uniformity and in the accuracy of test results used to measure its quality. Thus, even with very careful observation and testing, it cannot be said that all parts of the product comply with the job requirements, and the degree of certainty is greater with, full-time observation and testing than it is With - testing only. Therefore, our opinion based on testing the work means that there is only a statistically -based probability that the densities obtained comply with the job requirements. Conclusions contained in this letter are based on our previously documented field observations and subsurface explorations, laboratory tests, and our present knowledge of the proposed construction. Variations in soil or groundwater conditions could exist between and beyond the exploration points. The nature and extent of these variations may not become evident until construction. Variations in soil or groundwater may require additional studies, consultation, and possible revisions to our recommendations. If during construction, soil conditions are encountered which differ from those described, we should be notified immediately in order that a review may be made and any supplemental recommendations provided. If. the scope of the proposed construction changes from that described in this report, the. conclusions and recommendations contained in this report are not considered valid unless the changes are reviewed, and the conclusions of this report are modified or approved in writing by Earth Systems. Additionally, this letter should be included with the project geotechnical (soils) report and specification documents. This report is issued with the understanding that the owner or the owner's representative has the responsibility to bring the information and recommendations contained herein to the attention of the architect and engineers for the project. The recommendations presented within are predicated upon the recommendations presented in the referenced project soils reports. Information and recommendations presented in this supplement should not be extrapolated to other areas or be used for other projects without our prior review and response. . Proper geotechnical observation and testing during construction is imperative to allow the geotechnical engineer the opportunity to verify assumptions made during the design process and to verify that our geotechnical recommendations have been properly interpreted and implemented during construction and is required by the 2013 California Building Code. Observation of grading and fill placement by the Geotechnical Engineer of Record should be in EARTH SYSTEMS SOUTHWEST October 2, 2014 - 8 - File No.: 09370-05 Doc. No.: 14-09-732 conformance with Section 1704.7 of the 2013 California Building Code. California Building Code requires . full time observation by the geotechnical consultant during site grading (fill placement). Therefore, we recommend that Earth Systems be retained during the construction of the proposed improvements to observe compliance with the design concepts and geotechnical recommendations, and to allow design changes in the event that subsurface conditions or methods of construction differ from those assumed .while completing this investigation. If we are not accorded the privilege of performing this review, we can assumeeno responsibility for misinterpretation of our recommendations. The above services can be provided in accordance with our current Fee Schedule. The geotechnical engineering firm. providing tests and observations shall assume the responsibility of Geotechnical Engineer of Record. Earth Systems has striven to provide our services in accordance. with generally accepted geotechnical engineering practices in this locality at this time. No warranty or ,guarantee express or implied is made. Please note that it is not within our scope of work to check, the reviewed documents for conformance to codes or other client and government requirements. We make no representation as to the accuracy of dimensions, measurements, calculations; or any portion of the design. Findings of this report are valid as of the issued date of the report and are strictly for the client. Changes in conditions of a property can occur with passage of time, whether they are from natural processes or works of man, on this or adjoining properties. In addition, changes in applicable standards occur, whether they result from legislation or broadening of knowledge. Accordingly, findings,of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of one year. �l This report is issued with the understanding that the owner or the owner's representative has the responsibility to bring the information and recommendations contained herein to 'the attention of the architect and engineers for the project so that they are incorporated into the plans and specifications "for the project. The owner or the owner's representative also has the responsibility to take 'the necessary steps to see that the general contractor, and all subcontractors follow such recommendations and for submittal of this report to the appropriate governing agencies. EARTH SYSTEMS SOUTHWEST October 2, 2014 - 9 - File No.: 09370-05 Doc. No.: 14-09-732 This report is issued with the understanding that it is the responsibility of the owner or his . representative to ensure that this report is submitted to the appropriate governing agencies. Should you have any questions concerning our addendum report, please give us a call and we will be pleased to assist you. Sincerely, EARTH SYSTEMS SOUTHVII€S,T. Q✓,� ��v fpN t r No.. 60302 m I Exp-, 3� !6 X' Anthony Colarossi,. Project Engineer CNt[. CE 60302 Letter/ac/kip/mis Distribution: email/Jon & Susan Rombough email/Richard Wallace 1/BD File EARTH SYSTEMS SOUTHWEST October 2, 2014 -10- File No.: 09370-05 Doc. No.: 14-09-732 REFERENCES 1) Caltrans Standard Specifications, 2006. 2) Earth Systems Southwest, Geotechnical Engineering Report, Tentative Tracts 31310 and 31311, NEC Adams Street and Avenue 48, La Quinta, California, File No.: 09370-01, No.: 03-10-823, dated August 23, 2003. 3) Earth Systems Southwest, Geotechnical Engineering Report Update, Tentative Tracts 31316'and.31311, NEC Adams Street and Avenue 48, La Quinta, California; File No.: 09370-01, No.: 05-01-719, dated January 06, 2005. 4) Sneed, M., Ikehara, M.E.,,Galloway, D.L., and Amelung, F., 2001. Detection and Measurement of Land Subsidence Using Global Positioning System and Interferometric Synthetic Aperture Radar, Coachella Valley, California, 1996-98, USGS Water Resources Investigation Report 01-4193. 5) Sneed, M., Stork,'S.V., and Ikehara, M.E., 2002. Detection and Measurement of Land Subsidence Using Global Positioning System Surveying and Interferometric Synthetic Aperture. Radar,'Coachella Valley, California, 1998-2000, USGS Water Resources Investigations, Report 02-4239 6) Sneed, M. and Brandt, J.T., 2007. Detection and Measurement of Land Subsidence Using Global Positioning System Surveying and Interferometric Synthetic Aperture Radar, Coachella Valley,,Californio, 1996-2005, United States Geological Survey Scientific Investigations Report 2007-5251. 7) Sneed, M., 2010. Measurement of Land Subsidence using Interferometry, Coachella Valley, California,, in Land Subsidence, Associated Hazards and the Role of Natural Resources Development (Proceedings of EISOLS 2010, Queretaro, Mexico, 17 to 22 October, 2010), p. 260 to 263. IAHS Publ. 339, 2010. 8) Sneed, Michelle, et al, 2014, Land Subsidence, Groundwater Levels, and Geology. in the Coachella Valley, California, United States Geological Survey, Scientific. Investigations Report 2014-5075. 9) Southern California Earthquake Center (S.C.E.C.), 1999, Recommended Procedures for. Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction in California: available at web site: http://www.scecdc.scec.org. EARTH SYSTEMS SOUTHWEST . f ♦' �'• � ti.� I � 1 `� T*+rTd'.�ak F. ,`Y' � ... -tl .. •.- - ¢':aii__•i33tiP[ i wwr ate.. � l � I • b Il� 12 7 :� _� i0.... i""`- 10 11.� -, .,-__. a. _'-�' _- �...._ _ -�. #t:s r.:. -mss � cn� .. -=i c. - �•r�i � •/� , } 4.�.^--..�...�.-..:mm. .. 1 f � p G.l. j=' 1,f •.tee �� �` i��- �! is '4— ? �r+it2Y� .1FI +1st • 2, i S" C i '�it:. =� %L� „f�� �.t , + 2 ,IYO ~Approximate'Site LOW i i-. V rt• w +._,.x� } . ` �� �'`'f •`-•i _ err 31 32 4 _ � �-�� � � - yfilu ts'r•'4a�11. t�•`"-' a. � � 11 -. i• :�, ti � ti,-� C ' O r S. T d T s^ i s j r V- c LEGEND Approximate Site Location Approximate Scale: 1" = 1 Mile 0 1 Mile 2 Miles Plate 1 Site Location Map Tract Map 31310 Lots 6, 7, and 19 Northeast Corner of Adams Street and Avenue 48 La Quinta, Riverside County, California (a Earth Systems Southwest 10/02/2014 File No.: 09370-05 LEGEND Plate 2 Test Location Ma Tract Map 31310 Lots 6, 7, and 19 © Approximate Test Locations Northeast Corner of Adams Street and Avenue 48 La Quinta, Riverside County, California Approximate Scale: 1" = 185' a Earth Systems MM%=EUM% I Southwest 10/02/2014 File No.: 09370-05 0 185' 370' REPORT OF RELATIVE COMPACTIONS JOB NAME: Tract 31310, Lots 6, 7 & 19 NEC Adams Street & Avenue 48 LOCATION:, La Cluinta, California FILE NO.: 09370-05 DOC. NO.: 14-09-732 Test No. Date Tested Elevation Description, (feet) % Moisture In Place Dry Density In Place (Pcf) % Relative Compaction Maximum Dry Density (Pcf)* 1 09/23/14 Per Plan Lot 6 1' BPG 2.8 103.0 90% 114.0 2 09/23/14 Per Plan , Lot 6 2' BPG 3.1 105.2 92% 114.0 3 09/23/14 Per Plan 'Lot 7 1' "BPG 3.3 102.5 90% 114.0 4 09/23/14" Per Plan Lot 7 2' BPG 4.4 104.3 91% '114.0 5 09/23/14 Per Plan Lot 19 1' BPG . 3.7 103.8 91% 114.0 6 09/23/14 Per Plan Lot 19 2' BPG 3.3 104.1 .91% 114.0 BPG = Below Pad Grade *Brown Silty Fine Sand (SM) Optimum Moisture 11% October 2, 2014 Page 1 of 1 ' EARTH SYSTEMS SOUTHWEST r.