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SFD (14-0859)LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: ., Date: Contrac� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Addre: 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 t�h,Je,�wrk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:.1®2 W;?—z, Applicarit:l WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 enter upon the above- e mentioned property for inspection purposes. �1 11a, 01 `Signature (Applicant or Agent)a VOICE (760) 777-7125 78-495 CALLE TAMPICO D LA gUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/25/2014 Application Number: SFD-14-859 Owner: Property Address: 52451 MERIWETHER WY COLIN & ADELE HODGSON APN: 767200998 92553 RODDY MESA PLACE � L—u� Z W Application Description: NEW SINGLE FAMILY DWELLING CANOGA PARK, CA 91304 Property Zoning: "d- a Application Valuation: $713,448.10 o N z �'� I� s a Applicant: Contractor: Cl L,- w PAR DEVELOPMENT PAR DEVELOPMENT Co o 42240 GREEN WAY SUITE C 42240 GREEN WAY SUITE C Q PALM DESERT, CA 92211 �� PALM DESERT, CA 92211 o (760)340-5716 U Llc. No.: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.: ., Date: Contrac� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Addre: 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 t�h,Je,�wrk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:.1®2 W;?—z, Applicarit:l WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 enter upon the above- e mentioned property for inspection purposes. �1 11a, 01 `Signature (Applicant or Agent)a ' DESCRIPTION FINANCIAL •• • ;AMOUNT PAID, PAID DATE ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $1,283.62 $1,283.62 8/25/14 `PAID BY METHOD RECEIPT # CHECK # : CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH Total Paid forART IN PUBLIC PLACES - AIPP: $1,283.62 $1,283.62 -DESCRIPTION ACCOUNT QTY AMOUNT - PAID PAID DATE BLDG PC 200K -1M 101-0000-42600 $2,000.00 $2,000.00 6/18/14 - �- . PAID BY METHOD RECEIPT # CHECK # CLTD BY COLIN & ADELE HODGSON CHECK R574 2446 AZA Total Paid for BLDG PC 200K -1M: $2,000.00 $2,000.00 ' DESCRIPTION ACCOUNT QTY., AMOUNT _ PAID PAID DATE BSAS 561473 FEE 101-0000-20306 0 $29.00 $29.00 8/25/14 - ; z PAID BY. - METHOD - RECEIPT # CHECK # CLTD BY ' BANK OF AMERICA CHECK R795 001834299 SKH Total Paid forBUILDING STANDARDS ADMINISTRATION BSA: $29.00 $29.00 ,DESCRIPTION p ':' 'ACCOUNT QTY AMOUNT _ PAID x _ '• PAID DATE DIF - CIVIC CENTER 252-0000-43200 • 0 $942.00 $942.00 8/25/14 -PAID BY 3- _ 1 METHOD RECEIPT # CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ACCOUNTQTY., `AMOUNT _ PAID PAID.DATE, DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 8/25/14 , • PAID BY t METHOD RECEIPT.# :" CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID .: PAID DATE DIF - FIRE PROTECTION 257-0000-43200 ' 0 $433.00 $433.00 8/25/14 PAID.BY_" METHOD RECEIPT #n CHECK# :CLTD BY 3 BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION''. ", ACCOUNT._.',. QTY' AMOUNT PAID PAID DATE DIF - LIBRARIES -253-0000-43200 0 $344.00 $344.00 8/25/14 PAID BY METHOD RECEIPT # CHECK # CLTD BY . BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION°" • ACCOUNT CITY AMOUNT PAID PAID DATE DIF - PARK MAINTENANCE 256-0000-43200 -0 $40.00 $40.00 8/25/14 --- METHOD; RECEIPT # -CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH `DESCRIPTION ` r " ACCOUNT- j' QTY' ' ; AMOUNT- '' - 'PA16" PAID DATE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 8/25/14 , ?AIDBY METHOD. - ' . RECEIPT # CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ACCOUNT.. =} QTY AMOUNT . - PAID PAID,DATE DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 8/25/14 • PAID BY . " r t ;METHOD .. - .RECEIPT # CHECK # CLTD BY. , BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ACCOUNT' - - QTY 'AMOUNT PAID PAID DATE DIF -TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 8/25/14 -PAID BY • , ; _ METHOD `!" RECEIPT # CHECK # ' CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 DESCRIPTION ACCOUNT. QTY 'AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $85.12 $85.12 8/25/14 ' PAID BY; ' • METHOD RECEIPT # CHECK # - `' CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH hr ,DESCRIPTION , '' ':-9" v..r ' ". ,'ACCOUNT QTY -AMOUNT, -, . _',,[PAID 'PAID DATE RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $35.07 $35.07 8/25/14 R PAID BY �, ,``: n . • `- METHOD " RECEIPT # CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ' - ACCOUNT QTY AMOUNT. `- :PAID .�" PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $143.00 $143.00 8/25/14 -,.,PAID BY = ;' METHOD RECEIPT # . CHECK # CLTD BY , BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ' , ` _• ACCOUNT QTY ; AMOUNT " . PAID PAID DATE RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.19 $47.19 8/25/14 « t;� PAID BY '`. ` METHOD; ° �; RECEIPT # ' ' ' CHECK #., CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH Total Paid for ELECTRICAL - NEW CONSTRUCTION: $310.38 $310.38 t• ` DESCRIPTION r` -ACCOUNT ' QTY.' " AMOUNT PAID ' '` PAID DATE. RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $143.00 $143.00 8/25/14 PAID BY , METHOD = RECEIPT # CHECK # a-` CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH Total Paid forGRADING: $143.00 $143.00 'DESCRIPTION: ° " ACCOUNT. ;QTY. &AMOUNT• ` • u 4PAID - PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $250.25 $250.25 8/25/14 PAID BY 7METHOD ` ' , RECEIPT #• " = CHECK # = CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH ` DESCRIPTION ..,x ,- - ACCOUNT QTY: AMOUNT' PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $166.81 $166.81 8/25/14 -, - PAID BY T METHOD c ; . RECEIPT # CHECK # CLTD BYE BANK OF AMERICA CHECK R795 001834299 SKH ""DESCRIPTION i .zy t ; tl,,.ACCOUNT QTY _ ; ''AMOUNT ., , '.PAID .' " _�. PAID DATE EXHAUST HOOD 101-0000-42402 0 $23.84 $23.84 8/25/14 'PAID.BY,s ., ," METHOD : ps , RECEIPT # _ 'CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH ,3 DESCRIPTION '` ' ,� 'ACCOUNT ,, r QTY ".- AMOUNT PAID .T, PAID DATE EXHAUST HOOD PC 101-0000-42600 0 $9.54 $9.54 8/25/14 `PAID BYr`= METHOD, • ��r `� .RECEIPT,#CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION` . _ ..` ', `'ACCOUNT '. ' CITY' - AMOUNT PAID PAID DATE, FURNACE 101-0000-42402 0 • $250.25 $250.25 8/25/14 ' 'PAID BY METHOD ` • RECEIPT # CHECK # ;' CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ACCOUNT '-QTY AMOUNT PAID PAID DATE• FURNACE PC 101-0000-42600 0 $166.81 $166.81 8/25/14 PAID BY` METHOD , .- r RECEIPT # = CHECK # ` . CLTD BY ' BANK OF AMERICA CHECK R795 001834299 SKH - 'DESCRIPTION •, L ACCOUNT'' CITY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $154.96 $154.96 8/25/14 rPAID.BY,- _ METHOD^ RECEIPT#' CHECK #. CLTD BY = BANK OF AMERICA CHECK R795 001834299 SKH :'DESCRIPTION h± r • . , ACCOUNT ; . QTY AMOUNT _ PAID PAID DATE VENT FAN PC 101-0000-42600 0- $62.01 $62.01 8/25/14 Y )7 PAID-BY.•METHOD RECEIPT # -CHECK # " CLTD BY BANK OF AMERICA CHECK R795. 001834299 SKH Total Paid for MECHANICAL: $1,084.47 $1,084.47 'DESCRIPTION _ z. ACCOUNT,, ° .. QTY AMOUNT= ;,PAID PAID DATE NEW CONSTRUCTION PERMIT 101-0000-42400 0 $861.27 $861.27 8/25/14 ¢._ PAID`BY `t' ` _ METHOD RECEIPT # '.CHECK # ' . +CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH Total Paid for NEW CONSTRUCTION PERMIT: $861.27 $861.27 DESCRIPTION ACCOUNT `. ° QTY.. ..AMOUNT PAID PAID DATE BACKFLOW DEVICE 101-0000-42401 0 $11.92 $11.92 8/25/14 PAID BY, - METHOD RECEIPT #<: CHECK # ` CLTD BY:Y BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION c �.. ACCOUNT- QTY M .. AMOUNT. ' PAID + PAID DATE, BACKFLOW DEVICE PC 101-0000-42600 0 $4.77 $4.77 8/25/14 PAID BY '; °` `-„METHOD , _ - RECEIPT #.. CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH .. DESCRIPTION. ` . -ACCOUNT".1 QTY. - : AMOUNT - PAID PAID DATE BUILDING SEWER 101-0000-42401 0 $11.92 $11.92 8/25/14 } , ; PAID BY METHOD ;,;. ” ;,`RECEIPT#. CHECK.# CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION - VL ; ACCOUNT QTY ` . . y. -AMOUNT • ", PAID w -PAID DATE BUILDING SEWER PC 101-0000-42600 0 $11.92 $11.92, 8/25/14 •r, PAID BY "' r: ' '` " METHOD RECEIPT # ". CHECK # .. CLTD BY Y BANK OF AMERICA CHECK R795 : ' t 001834299 SKH DESCRIPTION' ACCOUNT: -'.r QTY: - AMOUNT; ' PAID * ,. PAID DATE FIXTURE/TRAP 101-0000-42401 0 $381.44 $381.44- 8/25/14 PAID BY, ; .METHOD. : - "; j�k' .='RECEIPT# CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION." ACCOUNT QTY, " ' .AMOUNT PAID ' , PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $381.44 $381.44 8/25/14 PAID BYMETHOD-; :.: ,`� RECEIPT # CHECK # CLTD BY. BANK OF AMERICA CHECK R795 001834299 SKH , -DESCRIPTION "'.,ACCOUNT 'QTY AMOUNT. PAID PAID DATE GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $35.75 $35.75 8/25/14 " PAID BY ::METHOD ' , RECEIPT #CHECK # ,:CLTD BY . BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION - ACCOUNT. QTY , : 'AMOUNT PAID .- PAID DATE GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $23.83 $23.83 8/25/14. PAID BY - ` Y - METHOD RECEIPT# CHECK # CLTD BY. BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION; ,,,- ACCOUNTw ;QTY' ; AMOUNT PAID 'PAID DATE ROOF DRAIN 101-0000-42401 0 $286.08 $286.08 8/25/14 :; PAID.BY METHOD RECEIPT # , ;CHECK # CLTD BY BANK OF AMERICA CHECK _R795 001834299 SKH `+,3DESCRIP.TION _ ACCOUNTQTYr AMOUNT PAID r :. PAID DATE ROOF DRAIN PC 101-0000-42600 0 $286.08 $286.08 8/25/14 'PAID BY . _ METHOD RECEIPT # CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION,ACCOUNT QTY,' AMOUNT ` "`" PAID` PAID DATE WATER HEATER/VENT 101-0000-42401 0 $23.84 $23.84 8/25/14 " -4,,PAID BY. METHOD RECEIPT #. -CHECK# ::. CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION - ACCOUNT QTY AMOUNT PAID PAID'DATE WATER HEATER/VENT PC 101-0000-42600 0 $14.30 $14.30 8/25/14 °.PAID BY ° METHOD - ' 'RECEIPT # *CHECK #-` . CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTION ACCOUNT. QTY :,r ,;AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $11.92 $11.92 8/25/14 PAID BY„ M METHOD , .RECEIPT # CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH DESCRIPTIONS! "' :.'ACCOUNT ; ; c' `" QTY' AMOUNT PAID PAID DATE WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $11.92 $11.92 8/25/14 %'PAID BY '' ., _ " . "METHOD ; RECEIPT# CHECK # ` CLTD BY BANK OF AMERICA CHECK R795- 001834299 SKH Total Paid for PLUMBING FEES: - .$1,497.13 - -$1,497.13 '+; 'DESCRIPTION " _ ACCOUNT `, QTY AMOUNT PAID - PAID;DATE SMI - RESIDENTIAL 101-0000-20308 0 $92.75 $92.75' 8/25/14 PAID -BY«METHOD RECEIPT # ;rtCHECK #. ;, J CLTD_BY < BANK OF AMERICA' CHECK R795 001834299 SKH Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $92.75 $92.75 - r DESCRIR:TION F; .. r� 'ACCOUNT ;CfTY ti". AMOUNT :: i PAID PAID DATE- SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 '8/25/14 RECEIPT # `..,: CHECK # CLTD BY BANK OF AMERICA CHECK R795 001834299 SKH Total Paid forTUMF - RESIDENTIAL: $1,837.44 $1,837.44 0. $16,033.06 • r k • . .♦ - � � - . . " r_ "' ' � -„ _ y ,., rr fir.. ,• y v Description: NEW SINGLE FAMILY DWELLING Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE Status: APPROVED Applied: 6/13/2014 ' FAMILY DETACHED Approved: 8/8/2014 JJO Parcel No: 767200998. Site Address: 52451 MERIWETHER WY LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: Lot Sq Ft: Building Sq Ft: Zoning: Finaled: Valuation: $713,448.10 Occupancy Type: Construction Type: Expired: - No. Buildings: No. Stories: No. Unites: V 'y'ACTION DATE Details: NEW SFD 7952 SQ. FT. HOME IS FIRE SPRINKLED PER 2013 CRC CODES. THIS PERMIT DOES NOT IN POOL, SPA, BLOCK WALLS, DRIVEWAY APPROACH,BBQ PITS, WATER FEATURES. N'. 56 Applied to Approved ¢a k.. Printed: Monday, August 25, 2014 4:11:42 PM 1 of 5. C SYSTEMS ADD • CHRONOLOGY CHRONOLOGY. 'STAFF NAME V 'y'ACTION DATE e. COMPLETION DATE NOTES : -TYPE, , ' Overpayment on BLDG PC 200K -1M. $2000 collected only REFUND JIM JOHNSON 8/1/2014 $1868.28 was required. Refund of $131.72 due applicant. 101- 0000-42600 CONDITIONS CONTACTS •NAME TYPE - '° NAME' - ;. ADDRESSI v CITY'•..' STATE - ZIP PHONE ` : FAX EMAIL^' ,' ,APPLICANT PAR DEVELOPMENT 42240 GREEN WAY PALM DESERT CA 92211 SUITE C CONTRACTOR, PAR DEVELOPMENT 42240 GREEN WAY PALM DESERT CA 92211 SUITE C OWNER = COLIN & ADELE HODGSON' 92553 RODOY MESA' CANOGA PARK • CA 91304 - PLACE t a. k.. Printed: Monday, August 25, 2014 4:11:42 PM 1 of 5. C SYSTEMS S Printed: Monday, August 25, 2014 4:11:42 PM 2 of 5 C SYSTEMS • FINANCIAL •• "• >.DESCRIPTION ACCOUNT QTY AMOUNT PAID . PAID DATE RECEIPT # "CHECK # METHOD PAID BY _ LTD BY ART IN PUBLIC PLACES - 270-0000-43201 0 $1,283.62 $1,283.62 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH RESIDENTIAL Total Paid forART IN PUBLIC PLACES - AIPP: $1,283.62 $1,283.62 COLIN & ADELE BLDG PC 200K -1M 101-0000-42600 $2,000.00 $2,000.00 6/18/14 • R574 2446— -, CHECK AZA HODGSON Total Paid for BLDG PC 200K -1M: $2,000.00 $2,000.00 BSAS SB1473 FEE 101-0000-20306 0 $29.00 $29.00 8/25/14 I R795 -10018342991. CHECK I BANK OF AMERICA SKH Total Paid forBUILDING STANDARDS ADMINISTRATION $29.00 $29.00 BSA:. DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH DIF -COMMUNITY . 254-0000-43200 • 0 $129.00 $129.00 8/25/14 • R795 . 001834299 CHECK BANK OF AMERICA SKH CENTERS DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 8/25/14. `"< R795 001834299 CHECK BANK OF AMERICA SKH , -DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 8/25/14 ' R795 001834299 CHECK BANK OF AMERICA SKH. r DIF - PARK 256-0000-43200 0 $40.00 $40.00 R795 001834299 -CHECK 'BANK OF AMERICA SKH MAINTENANCE .8/25/14 DIF - PARKS/REC 251-0000-43200 0 .$2,048.00 $2,048.00 -8/25/14 , ^ R795 001834299 CHECK BANK OF AMERICA SKH • DIF -STREET 255-0000-43200• 0 $116.00 $116.00 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH MAINTENANCE DIF -TRANSPORTATION 250-0000-43200 0_* $2,842.00 $2,842.00 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH Total Paid forDIF - SINGLE FAMILY DWELLING $6,894.00 $6,894.00 RESIDENTIAL, EA 101-0000-42403 0 $85.12 $85.12 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH ADDITION 1,000SF RESIDENTIAL, EA 101-0000-42600 0 $35.07 $35.07 8/25/14 R795 001834299 CHECK BANK OF AMERICA 1 SKH ADDITION 1,000SF, PC - x RESIDENTIAL, FIRST 101-0000-42403 0 $143.00 $143.00 8/25/14 11795 001834299 CHECK BANK OF AMERICA SKH 1,000SF Printed: Monday, August 25, 2014 4:11:42 PM 2 of 5 C SYSTEMS Permit Details PERMIT NUMBER l City of La Quinta SFD=14859 DESCRIPTION NT : ' -ACCOUNT ;QTY AMOUNT _` t;.� PAID PAID DATE RECEIPT # +,CHECK # �� 'METHOD ` -PAID BY CLTD BY RESIDENTIAL, FIRST 101-0000-42600 0 $47.19 $47.19 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH 1,000SF, PC • Total Paid for ELECTRICAL - NEW CONSTRUCTION: $310.38 $310.38 RESIDENTIAL FINISH 101-0000-42600 0 $143.00' $143.00 8/25/14 R795 001834299 CHECK FBANKOFAMERICA SKH GRADING PC Total Paid forGRADING: $143.00 $143.00 CONDENSER/COMPRES 101-0000-42402 0 $250.25 $250.25 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH SOR CONDENSER/COMPRES 101-0000-42600 0 .$166.81 $166.81 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH SOR PC EXHAUST HOOD 101-0000-42402 0 $23.84 $23.84 8/25/14 R795. 001834299 CHECK BANK OF AMERICA • SKH EXHAUST HOOD PC 101-0000-42600 0 $9.54 $9.54 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH FURNACE 101-0000-42402 0 $250.25 $250.25 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH FURNACE PC 101-0000-42600 0 $166.81 $166.81 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH VENT FAN 101-0000-42402 0 $154.96 $154.96 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH VENT FAN PC 101-0000-42600 0 $62.01 $62.01 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH Total Paid forMECHANICAL: $1,084.47 $1;084.47 NEW CONSTRUCTION 101-0000-42400 ` 0 $861.27 $861.27 8/25/14 R795 0014299 83 CHECK . BANK OF AMERICA SKH PERMIT Total Paid forNEW CONSTRUCTION PERMIT: $861.27 $861.27 BACKFLOW DEVICE 101-0000-42401 0 $11.92 $11.92 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH BACKFLOW DEVICE PC 101-0000-42600 0 $4.77 $4.77 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH BUILDING SEWER 101-0000-42401 0 $11.92 i $11.92 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH BUILDING SEWER PC 101-0000-42600 0 $11.92 $11.92 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH FIXTURE/TRAP 101-0000-42401 0 $381.44 $381.44 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH . Printed: Monday, August 25, 2014 4:11:42 PM 3 of 5 CSYSTEMS �OF'C4�t' ` y a DESCRIPTION nCLTD ' + ACCOUNT QTY .,AMOUNT } ; : PAID PAID DATE` 'RECEIPT #• ' CHECK #" METHOD PAID BY- ... �. FIXTURE/TRAP PC 101-0000-42600 0 $381.44 $381.44 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH GAS SYSTEM, 5+ 101-0000-42401 0 $35.75 $35.75 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $23.83 $23.83 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH OUTLETS PC ROOF DRAIN 101-0000-42401 0 -$286.08 $286.08 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH ROOF DRAIN PC 101-0000-42600 0 $286.08 $286.08 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH WATER HEATER/VENT 101-0000-42401. 0 $23.84 $23.84 8/25/14 ,11795 001834299 CHECK BANK OF AMERICA SKH WATER HEATER/VENT 101-0000-42600 0 $14.30 $14.30 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH., PC WATER SYSTEM 101-0000-42401 0 $11.92 $11.92 • 8/25/14 R795 001834299 CHECK BANK OF AMERICA SKH INST/ALT/REP ,' - - WATER SYSTEM 101-0000-42600 0 $11.92 $11.92 8/25/14 • R795 001834299 CHECK .. BANK OF AMERICA SKH INST/ALT/REP PC - Total Paid for PLUMBING FEES: , r $1,497.13 $1,497.13 SMI - RES.IDENTIAL lol-oo60-20308 0 $92.75 $92.75 8/25/14- 1 R795 001834299 CHECK • BANK OF AMERICA SKH 11TotalPaid forSTRONG MOTION INSTRUMENTATION SMt $92.75 $92.75 SINGLE FAMILY 224-0000-203200 • . $1,837.44 $1,837.44 8/25/14 R795' 001834299 CHECK BANK OF AMERICA SKH DETACHED f Total Paid forTUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:0. $16,033.06 INSPECTIONS PARENT PROJECTS REVIEWS :` tz �, f R "•� s .: " ' �` RETURNED. STATUS m' ' _ -REMARKS REVIEW}TYPE : 'REVIEWER SENT DATE DUE DATE DATE r ti NOTES t - .., r , n Printed: Mor iday, August 25, 2014 4:11:42 PM 4of5 C§?SYSTEMS �� - ,, �. - t PO. BOX 1504 APPLICATION ONLY wilding 78-495 CALLE TAMPICO dress52- LA QUINTA, CALIFORNIA 92253 w/ner c_OL (Al14 F�E- Sd(// BUILDING: TYPE CONST. V6 OCC. GRP. „ 2D AZ Mailing 62 -(090 - X22 Address �LS3 l rnll._ /� A.P. Number City Zip Tel. �(p0 Legal Description :A�d ,oR�r 9(30N 372 9-15:A- Contr ctor Project Description-5/�/�L� �'i�'l�L-L�405610,&,/�� Address 410 CityZip Tel. �(Od .4LM 1= ! I v - -110 State Lic. City Sq. Ft. No. No. Dw. & Classif. GA Lic. # �� Size Stories Units Arch., Engr., New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Designer K -06 -In 1_iL�5d,1/ Address Tel. 2 - 5' 14r,�LTF 411 A 3Cad v� City Zip State Lic. # G 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 Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031 .5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also PERMIT AMOUNT quires the applicant for such permit to file a signed statement that he is licensed pursuant to provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of ision 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis Plan Chk. Dep. L 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). Plan Chk. Bal. O 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 Profen- Const. sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided Mech. that such improvements are not intended or offered for sale. If, however, the building orim- provement is sold within one year of completion, the owner -builder will have the burden of Electrical proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct Plumbing in; 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 S. M.l. 2@14 projects with a contractor(s) licensed pursuant to the Contractor's License Law) Grading ❑ 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. CITY QF LAUINTA Date Owner Infrastructure • NCE EPL WORKER'S COMPENSATION DECLARATION .•^�� 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 TOTAL g WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation REMARKS 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 became 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. ZONE: BY. Minimum Setback Distances: CONSTRUCTION LENDING AGENCY Front Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work Rear Setback from Rear Prop.Line for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Side Street Setback from Center Line Lender's Address This is a buildingSide Setback from Property Line permit when properly filled out, signed and validated, and is subject to p y (ration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. FINAL DATE INSPECTOR gree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Issued by: Date Permit Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE Coachella Valle Unified School District yrs! y This Box For District Use Only 83-733 Avenue:55, Thermal, CA: '92274 DEVELOPER FEES PAID (760),3.98-5909 — Fax (760) 398-1224; AREA: .. AMOUNT ... - . ' LEVELONEAMOUNT: :LEVEL TWO AMOUNT: ' MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: ' CHECK #: ' - INITIALS ' CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Madis Club', Date: August 7, 2014. Owner's Name: • lin & A Hodgson Project Addres : 52- Meriwether Way, LaQuinta, CA 51 S coppan00' Project Descrip SFD APN: 767-690-022 Tract ' o ,. Type of Development:.. Residential XX : Commercial " Industrial: _. Total' Square Feet of Building Area: .7952 Certification of Appticaht/Owners:. The person signing certifies that the above information is correct and makes this statement under• penalty of perjury and further represents that he/she'is authorized to sign on behalf of the owner/developer. Dated: August 7, 2014. Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN -OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE -ONE) Education Code Gov. Code :: Project. :. Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 7.952 Pursuant to AB 181 any room additions or :enclosures of 500 'sq. ft. or less are exempt from developer fees. Any mobile Amount per Sq.Ft. $3.36 homes being relocated within -the same school district's Amount Collected $26718.72 :' _ jurisdiction are exempt from developer fees.. Building Permit Application Completed: Yes/No I By: Elsa F. Esqueda, Director. of Facilities and Maintenance ' Certificate issued by Laurie Howard; Secretary Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST .OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide_(1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the, validity thereof, commences with the payment of. the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. :As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty, (30) days from the.date.of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted: M V:c/mydocs'devfees/certificate of comp' liance- form updated 3-2007 11/2010 • - Documents providetl by DateTree LLC via iYs proprietary imaging and delR+ety system. Copyright 2003, All rights reserved. DOC # 2013-0689489 ` 12/20/2013 01:34 PM Fees: $30.00 Page 1 of 6 Doc T Tax Paid TItL� / �ChgPAh'Y Recorded in Official Records ��{11'DEPRRTMENT County of Riverside Larry W. Ward WHEN RECORDED MAIL TO: Assessor, County Clerk & Recorder The Hodgson Revocable Family'Trust., 9253 Rocky Mesa Place West Hills, CA 91 304 "This document was electronically submitted to the County of Riverside for recording- } Receipted by: MCASTRO MAIL TAX STATEMENT TO: _ SAME AS ABOVE - n • F. - (This space for Recorder's use only) DOCUMENT TRANSFER TAX S 1, 3 2 0.0 0 XX Computed on the consideration or value of property conveyed, OR , Computed on the consideration or value less liens or encumbrances remaining at the time of sale. Signature of Declarant or AgOA determining tax — Firm Name AtIAX -7&7-640 0aa--7, -meq: 024- /7a- . GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, EAST OF MADISON, LLC, a Delaware limited liability company ("Grantor"), hereby GRANT(S) to Colin_John Hodgson and Adele Hodgson, Trustees of -the Hodgson, Revocable Family Trust dated , January 23, 2004 .. ("Grantee"), the real property located in the City of La'Quinta, County of Riverside, State of California, described as: See Legal Description attached hereto and incorporated herein as Exhibit "A". SUBJECT TO all matters of record including, without limitation, the covenants and agreements described in Exhibit "A" attached hereto. Dated: December 6, 2013 EAST OF MADISON, LLC, a -Delaware limited liability company ' By: 120 Acre Partners, LLC, a Delaware limited liability company Its: Managing Member By: Discovery La Quinta Investors, LLC, . A Delaware limited ility company Its authorized Rep enta • e Joseph L. Arenson Its: Authorized Representative Documents provided by DatsTree LLC via its proprietary Imaging and Celery system. Copyright 2003, All rights reserved. < <� DOC #2013-0589489 Page 2 of 6 12/20/2013 01:34 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of Arizona County of Maricopa On—Dec. 6. 2013 before me, Maria E. Vargas, Notary Puhlic DATB NAME TMX (V OF1'MM-E0.*JAM DM NOTARY PUBUCI personally appeared Jg=h L. Arenson NAMF4S) OFFS) who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Ealifantia that the foregoing paragraph is true and correct. AV -Zo a) A WITNESS my hand and official seal. Signature v MARIA E VARM Nonny Pub6e - ArU m Matko" County My Comm. EVWN Aug 10, 2014 Actwow _ J Documents provided by DataTree LLC via its proprietary imaging and delivery system. Copyright 2003, All rights reserved. DOC #2013-0589489 Page 3 of 6 12/20/2013 01:34 PM EXHIBIT "A" Legal Description Parcel No. 1: Lot 30 (the "Lot") of Tract No. 33076-2 as shown on Subdivision Map (the "Map") recorded on November 29, 2005, in Book 393, Pages 61 to 80, inclusive, of Maps, in the Office of the Riverside County Recorder and as amended in that certain Certificate of Correction recorded May 4, 2010, as Instrument No. 2010-0204536 of Official Records. EXCEPTING AND RESERVING THEREFROM TO GRANTOR, and its successors, assigns, invitees, licensees and employees, together with the right to grant and transfer all or a portion of the same, all easements and rights of access, ingress, egress, encroachment, maintenance, drainage, support, and for other purposes over the Association Maintenance Areas and other portions of the Lot, but only to the extent of such rights are reserved to the Grantor in the following instruments: 1. The Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for The Madison Club Owners Association (the "Declaration"), recorded on September 13, 2005, as Instrument No. 2005-754387, of Official Records of Riverside County, California (the "Official records"), Parcel No. 2: Nonexclusive easements for access, ingress, egress, drainage, maintenance, repairs and for other purposes, all as described in the Declaration. SUBJECT TO: 1. Non delinquent general, special and supplemental real property taxes and assessments. 2. All other covenants, conditions, restrictions, reservations, easements, rights and rights-of- way of record including, without limitation, the Declaration of Map for Tract No. 33076-2. Grantee, by acceptance and recordation of this Grant Deed, hereby (a) accepts and approves all of the foregoing in this Grant Deed, (b) grants to Grantor and The Madison Club Owners Association such powers and rights as are set foith in the Declaration, and (c) accepts, covenants and agrees to be bound by and assume performance of all.the application provisions and requirements set forth in the Declaration, including Section 13.15 establishing the procedure for resolving disputes with Grantor, and the notice, which provisions and requirements are acknowledged to be reasonable and incorporated herein by this reference thereto. This grant is conditioned upon the performance of such provisions and requirements as are to be performed by - Grantee under the Declaration. The restrictions on use and occupancy of the Lot are set forth in the Declaration to which this Grant Deed is specifically and expressly made subject. F Documents provided by DataTree LLC via rl•s proprietary imaging and delKwy system. Copyright 2003. All rights reserved. DOC #2013-0589489 Page 4 of 6 12/20/2013 01:34 PM GRANTEE HEREBY ACCEPTS AND APPROVES THE FOREGOING, granting unto Grantor and The Madison Club Owners Association such powers and rights which are set forth in the Declaration defined above, on December 6, , 2013. The Hodgson Trust dated January 23, 2004 By: Colin John Hod rustee By: Adele Hodgson, Trustee CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of [ 1 QmAFO[r� k A,,- County rCounty of I l IAS A1J6Eak-o ! /� i1 On j_ 1 �C . lh . U12!b before me, [ I 1Bf2E"W& 0 Nq" u C, DATE'-- IlAtrR.al"024A-C IA�E DDC ARC PUBUC personally appeared [ I COMM aA A QtQ>� � NAIW(s) OP MGNMM 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 same in his/herhheir authorized capacity(ies) and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Ca�lifomaithe oregoing paragraph is true and correct. WITNESS my hand and official seal. Signature VIENNA C:1110Y!<ON Coipmtpba 11tp2970 Notofy Rollie - CdOccrala Los Asp" CO" Comm.Embn Dec So 2013 F Documents provided by DataTree LLC via its proprietary Imaging and delivery system. Copyright 2003, All rights reserved. r "'> DOC #2013-0589489 Page 5 of 6 12/20/201301:34 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of CWL Coto 0 Ilse 11141 On (kc before r: .- BREiM1A C. TW- -M 0l1 Caraarl••loo a 1>l72378 ft" - Caford• In Angela CooMy My Coeua Det 3D 2013 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare. subscribed to the within instrument and adurowiedged to me that he/she/they executed the same in hisAmAheir authorized capacity(ies), and that by hisftw/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. • NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item 85 WITNEmy and and Signatur . Plera liu�ry � ACOV9 PI16YC ` OPTIONAL Though the infor umbn bebw is not required by law, It may prove valuable to pentons retying on the document and owdd pirevlent fraudulent removal and reattachment of this form to another document Description of Attached Document Title or Type of Document Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: Signer's Name: } ❑ Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): ❑ Individual ❑ Individual' ❑ Partrher — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Attorney in Fad ❑ Trustee ❑ Trustee ❑ Guardian or Conservator . , ❑ Guardian or Conservator ❑ Other: ❑ Mier: Signer Is Representing- Signer Is Representing: • NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item 85 Documents provided by DataTree LLC via it's proprietary imaging and delwy system. Copynght 2003. All rights reserved. 41 DOC #2013-0589489 Page 6 of 6 12/20/2013 01:34 PM nler LARRY W. WARD P.O. Box P.O. B 751 COUNTY OF RIVERSIDE Rivasidc,CA92502.0751 ASSESSOR -COUNTY CLERK -RECORDER (951) 4867°°° www.rivcrjideacr.com CERTIFICATION Pursuant to the provisions of Government Code 27361.7, 1 certify under the penalty of perjury that the following is a true copy of illegible wording found in the attached document: (Print or type the page number(s) and wording below): Date: Vz Lh/ - \s Signature: . L Print Name: Crvstall Barsamian ACR 601 (Rev. 09/2005) Available in Alternate Forman cy 1 t EsGil Corporation In Partnership with Government for Buifding Safety .DATE: JULY 31, 2014 - ❑ APPLICANT . �O"'JIJRIS: JURISDICTION: LA QUINTA ❑ PLAN REVIEWER - ❑ FILE. PLAN CHECK NO.: 14=859 SET: IV` PROJECT ADDRESS° 52-541 MERIWETHER WAY PROJECT NAME: SFR FOR HODGSON ' ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with'the jurisdiction's codes. ® The plans transmitted herewith will substantially comply with thejurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at. Esgil Corporation until corrected plans are submitted.for recheck. • ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward-to the applicant contact person. ` ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ® REMARKS:. Submit a letter from the soils engineer to the city indicating that the foundation/ grading plans have been reviewed & it's been determined that the report recommendations pare properly incorporated into the plans. RECEIVE1,11 By: ALI SADRE, S.E. Enclosures: AUG o 2014 EsGil Corporation CITY OFILAQuINTA.. ❑ GA ❑ EJ ❑ MB ❑ PC 7/23 commuNrry DEvELOPME4.i 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 *'Fax (858) 560-1576 — THE — MADISON CLUB June 27, 2014 Mr. and Mrs. Hodgson C/O Kristi Hanson 72185 Painters Path, Ste. A Palm Desert, CA 92260 ' RE: Lot 30B at 52451 Meriwether Final Construction Documents #1 Dear Mr. and Mrs. Hodgson: The Madison Club Design Review Committee (DRC) received your final working drawings for review at their June 26, 2014 meeting. The plans were approved and construction may begin at the lot once a Building Permit is obtained from the City of La Quinta. The committee has recommended approval of the three variances submitted and forwarded a copy of these variances to the Board of Directors for their review. The variances recommended for approval are as follows: 1. Variance #1: central hip roof slightly over the height limit 2. Variance #2: the building encroaches into the drainage/landscape easement where there is no immediate, adjacent neighbor 3. Variance #3: the pool and deck encroach in the rear Natural Area where the lot is adjacent to the Golf Club's nursery therefore no impact to neighboring lots Please contact Brook Marshall at (760) 219-8057 or by email at DRCFacilitator@gmail.coin or Jim Brown at the. Association Office with any questions regarding this review or to schedule your Pre -Construction Meeting once a building permit is received. Sincerely, Madison Club Design Review Committee - cc: Kristi Hanson DRC File N" c• LA QUINTA 14-859 JUNE 26, 2014 City of La Quinta Fixture Count Plumbing 1 Water Service 19 Gas Pipe Outlets 10 Lavatory 2 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 7 Toilet Solenoid Valve 8 Tub or Shower Backflow Valve <2" 6 Sink (kitchen, bar, laundry) Backflow Valve >2" 2 Dishwasher Spklr. System <50 heads 1 Clothes Washer Spklr. System 51 —100 heads Urinal Spklr. System >101 heads Floor Drain Septic System (tank & pit) Floor Sink Interceptor (grease, sand, oil) Drinking Fountain 1 Building Sewer Commercial Sink Cesspool, Seepage'Pit 19 Roof & Overflow Drain Electrical 9414 Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outlet/Light — first 20 1 Main Service > 200 amps 18 Outlet/Light — 21 & over 3 Subpanel _ Electric Sign - 1 circuit 1 Ceiling Fan Electric Sign — Add. Circuits 12 Exhaust Fan Bussway Footage 2 Electric Range/Oven Motor —to 1 HP 2 Hood/Fan/Light Combo. 7 Motor — 2 to 10 HP 1 Clothes Washer Motor— 11 to 50 HP Electric Clothes Dryer Motor — 101 and over I Dishwasher Trans/Gen — 2 to 10 KVA 3 Refrigerator Trans/Gen — 11 to 50 KVA Freezer Trans/Gen — 51 to 100 KVA 2 Ice Maker Trans/Gen —101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 14—Exhaust-Fan -- - - - - _.._ __,------ Condenser -Unit --31-50-ton--;;-- 2 Oven/Range Boiler/Compressor — 31 to 50 HP 1 Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP Evap. Cooler/Duct System Air Handling Unit <10M CFM Wall/Ceiling Heater Air Handling Unit >10M CFM 7 FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor. to 3 HP Comm. Hood Fire Spklr. System 7 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances %,_ L i CITY OF LA QUINTA -PUBLIC WORKS DEPARTMENT GIREENIN PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 AUG 1 1 2014 Green Sheet approvals are forwarded to the Building & Safety Department directly by Publiow Qelsm DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public WorkC0HHPNMMELQMEA1[L requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: / i /--Lq Developer: P� I✓P�/�D%�fi� Tract No.: aTract Name: I / ��n v` �� Lot No.(s): Address(s): Sd2-4ser1 aj e—Aier wad l Phone Number: (7W) ) 3 q0_ qla /% 76d- 578- (01s4 wV,. �b0. 4 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: X CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BE! n_'V_ ❑ WALLS, SIGNS OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation. ford building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the- improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed,l'OCity staff. Recommended by: Public Works Distribution Date: 5, /05—//V Green Sheet to Building & Safety 1 Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Agreement I< 1 acre/Int nr Infill Prniactl Project Information Project Contractor: Project Phase (check one) Construction Demolition i` II JJ Project Name: od O S8 r UJ - Project Tract/Lot Numbers: Project Street Address: 5a— JC %r}� e%�I Gl1 Pi'�'1 Pte' (itJGC�j LA Total Acres in Active Construction (<1 acre per Lot): acre- p/ / Anticipated Start Date: 1981 O �/� Anticipated Completion Date: 09/ 1A l IS PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: Title: Dv,,; lL 1 r y�/� a- -1 qA &/- Company Name: I ► IGIC0 & cu me_n4 k*i 6uf s Mailing Address: —a �(] 1q Drl ✓Q City, State, ZIP Code: T� D u sajq (k l m s Primary Phone #: 70— 3 3— 5& a Fax #: 7 o — �5 q 3 _ 5-1 Jam` t 24 Hour Emergency Phone#: J_7 6j - a 0 01 Cell Phone #: 7 //69 / _7&D-6-79- & D — S' 9 — ),66/ Email Address: &4_l K@ mato i,Ll &&Y1 PM10 Certificate #: I he above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four. (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; ❖ Shall .authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the C04oun ty and its representatives from liability for any actions related to this dust control plan or any City/Count initiated abatement activities. / L 11. y Signature of/'rope ty C5wner or Aut ' d Representative Date BUILDING ENERGY ANALYSIS REPORT PROJECT: 5 Mr. & Mrs. Hodgson 52-4,51 Meriwether Wy, - La Quinta , CA -92253 , Project Designer: Kristi Hanson Architects ` 72-185 Painters Path Suite A Palm Desert, Ca 92260 (760) 776-4068 y Report Prepared by: + Tim Scott Scott Design and Title 24, Inc, 77-085 Michigan Drive Palm Desert, Ca 92211 E D JUL 2 t 2014 CITY OF ILA Quli Ta COMMUNITY DEVELOPMENT ti Job Number: Date: C1�' opDV�LD�r'VG & �A�iJ.I�� rA 7/14/2014 a P130 DEp7- VED The EnergyPro computer program has been used to perform the calculations summarized in this comgl a e r h'� o ram C as approval and is authorized by the California Energy Commission for use with both the Residential and Nonresid ntial 20 ne g Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. Energ Pro 5.1 by Energ Soft• User Number 6712 RunCode: 2014-07-14708:20:28 ID .•. y ..3'.. •J'n. ' X M+ws l PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name Mr. & Mrs. Hodgson Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 Project Address 52-451 Meriwether Wy La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 9,038 Addition n/a # of Stories ;1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction T e Area Special Cavit Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 8,944 Radiant Barrier New Wall Wood Framed R-21 6,607 New Slab Unheated Slab-on-Grade None 9,035 Perim = 652' New Door Opaque Door None 20 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidef ins Shades Status Skylight 1.4 0.300 0.30 none none None New Skylight 1.4 0.300 0.30 none none None New Front (E) 580.7 0.390 0.28 none none Bug Screen New Left (S) 321.5 0.390 0.28 none none Bug Screen New Rear (M 422.3 0.390 0.28 none none Bug Screen New Right (N) 299.4 0.390 0.28 none none Bug Screen New Front (NE) 168.9 0.390 0.28 20.0 none Bug Screen New Left (S) 475.2 0.390 0.28 20.0 none Bug Screen New Rear (W) 514.2 0.390 0.28 20.0 none Bug Screen New Skylight 8.0 0.640 0.32 none none None New Skylight 40.0 0.640 0.32 none none None New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status master HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New office entry HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New great dining HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 8.:0 New WATEWHEATING BUILD) �� LA QUINTA Ot . Type Gallons Min. Eff Distribution^ & SAFETy nr7,,Status 2 Small Gas 50 0.62 No Pi a Insula"tion'� t-Hr) New p l�� a " "" IAINSTRUCTIn_ nt JJ� Bye Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2014-07-14708:20:28 ID: --- JPage 3 of 50 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name Mr. & Mrs. Hodgson Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 Project Address 52-451 Meriwether Wy La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 9,038 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction T e Cavit Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Skylight 40.0 0.640 0.32 none none None New Front (NE) 64.9 0.390 0.28 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status kitchen entry HVAC 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New guest 12 HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New laundry hall HVAC 6 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by Energ Soft User Number., 6712 RunCode: 2014-07-14708:20:28 ID: Page 4 of 50 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Mr. & Mrs. Hodgson Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 Project Address 52-451 Meriwether Wy La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 9,038 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity Features see Part 2 of 5 Status FENESTRATION U- Orientation Area Factor Exterior SHGC Overhang Sidefins Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New 1 None n/a Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status guest HVAC 7 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New equip HVAC 8 Ductless / with Fan Ductless n/a n/a _ New I ul i Y OF LA ns r+ka--rA WATER HEATING BUILDING & SAFE Y- DELT. Qty. Type Gallons Min. Eff Distribution'"1Pp?nj/r--r-N Status I FOR CONSTRt 1C`T ).KJ N I _. � M I DATE _� BY —J Energ Pro 5.1 by EnergySoft User Number- 6712 RunCode: 2014-07-14708:20:28 ID.• Page 5 of 50 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Mr. & Mrs. Hodgson Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System master HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 526.0 ft2 Covered Slab Floor, 3.500" thick at Master bedroom HIGH MASS Design - Verify Thermal Mass: 958.0 ft2 Exposed Slab Floor, 3.500" thick at Master bedroom The HVAC System office entry HVAC 2 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan waft draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 325.0 ft2 Covered Slab Floor, 3.500" thick at Office Entry Hall HIGH MASS Design - Verify Thermal Mass: 881.0 ft2 Exposed Slab Floor, 3.500" thick at Office Entry Hall The HVAC System great dining HVAC 3 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 260.0 ft2 Covered Slab Floor, 3.500" thick at Great & Dining Room HIGH MASS Design -Verily Thermal Mass: 1,702.0 ft' Exposed Slab Floor, 3.500" thick at Great & Dining Room The HVAC System kitchen entry HVAC 4 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 367.0 ft2 Covered Slab Floor, 3.500" thick at Kitchen Entry HIGH MASS Design - Verify Thermal Mass: 667.0 ft2 Exposed Slab Floor, 3.500" thick at Kitchen Entry The HVAC System guest 12 HVAC 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow reuirements and fan watt draw reuirements in Residential A endix RA3.3 must be met. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACB660158CVX0110 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System master HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System master HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB660158CVX0110 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System office entry HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System office entry HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB660158CVX0110 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System great dining HVAC 3 incorporates HERS Verged Refrigerant Charge or a Charge Indicator Display. The HVAC System great dining HVAC 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB636158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System kitchen entry HVAC 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System kitchen entry HVAC 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnergyPro 5.1 by EnerqySoft User Number- 6712 RunCode: 2014-07-14708:20:28 ID: Page 6 of 50 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Mt: & Mrs. Hodgson 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 7/14/2014 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HIGH MASS Design - Verify Thermal Mass: 952.0 ft2 Covered Slab Floor, 3.500" thick at Guest Bedroom 1 & 2 HIGH MASS Design - Verify Thermal Mass: 243.0 ft2 Exposed Slab Floor, 3.500" thick at Guest Bedroom 1 & 2 The HVAC System laundry hall HVAC 6 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 773.0 112 Covered Slab Floor, 3.500" thick at Laundry Hallway HIGH MASS Design - Verify Thermal Mass: 106.0 112 Exposed Slab Floor, 3.500" thick at Laundry Hallway The HVAC System guest HVAC 7 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 769.0 ft2 Covered Slab Floor, 3.500" thick at Guest Wing HIGH MASS Design - Verify Thermal Mass: 426.0 ft2 Exposed Slab Floor, 3.500" thick at Guest Wing The HVAC System equip HVAC 8 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow re uirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 80.0 ft2 Exposed Slab Floor, 3.500" thick at Office Entry Hall The Roof R-38 Roof(R.38.2x 14.16) includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACB636158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System guest 12 HVAC 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System guest 12 HVAC 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB624158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System laundry hall HVAC 6 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System laundry hall HVAC 6 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB660158CVX0110 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System guest HVAC 7 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System guest HVAC 7 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. �/ ^ t— ' + t�lr� wt_ BUILDING & SAF�ETr�YQ�1\rz t A I �r FOR Ener Pro 5.1 by Ene Soft User Number: 6712 RunCode: 2014-07-14T08:26:28 SID:—__ BV Pae 7 of 50 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF-1 R Project Name Building Type 10 Single Family ❑ Addition Alone Date Mr. & Mrs. Hodgson 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 7/14/2014 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/V- r Space Heating 4.05 5.02 -0.96 Space Cooling 61.17 50.82 10.34 Fans 12.16 14.51 -2.34 Domestic Hot Water 4.04 4.84 -0.80 Pumps 0.00 0.00 0.00 Totals 81.42 75.18 6.23 Percent Better Than Standard: 7.7% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NE) 45 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NE) 2,924 815 Fuel Available at Site: Natural Gas (SE) 2,187 797 Raised Floor Area: 0 (SM 2,551 937 Slab on Grade Area: 9,035 (NKK 1,812 299 Average Ceiling Height: 15.2 Roof 9,035 91 Fenestration Average U-Factor: .0.39 TOTAL: 2,938 Average SHGC: 0.28 Fenestration/CFA Ratio: 32.5 REMARKS Lot 30b STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, ltzz tol� 7/14/2014 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Kristi Hanson Architects „ Address 72-185 Painters Path Suite A Name Kristi Hanson Architects City/State/Zip Palm Desert, Ca 92260 Phone (760) 776-4068 Signed License # Da Ene Pro 5.1 by Ene Soft User Number. 6712 Run Code: 2014-07-14708:20:28 ID: Page 8 of 50 W CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Mr. & Mrs. Hodgson Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Roof 1,481 0.026 R-38 0 20 New 4.2.1-A9 Master bedroom Wall 524 0.069 R-21 90 90 New 4.3.1-A6 Master bedroom Wall 334 0.069 R-21 180 90 New 4.3.1-A6 Master bedroom Wall 80 0.069 R-21 270 90 New 4.3.1-A6 Master bedroom Slab 526 0.730 None 0 180 New 4.4.7-A 1 Master bedroom Slab 958 0.730 None 0 180 New 4.4.7-A1 Master bedroom Roof 1,206 0.026 R-38 0 20 New 4.2.1-A9 Office Entry Hall Wall 107 0.069 R-21 0 90 New 4.3.1-A6 Office Entry Hall Wall 151 0.069 R-21 45 90 1 New 4.3.1-A6 Office Entry Hall Wall 125 0.069 R-21 180 90 New 14.3.1-A6 Office Entry Hall Wall 225 0.069 R-21 270 90 New 4.3.1-A6 Office Entry Hall Slab 325 0.730 None 0 180 New 4.4.7-A1 Office Entry Hall Slab 881 0.730 None 0 180 New 4.4.7-A1 Office Entry Hall Roof 1,962 0.026 R-38 0 20 New 4.2.1-A9 Great & Dining Room Wall 1481 0.069 R-21 01 90 New 4.3.1-A6 Great & Dining Room Wall 1 3251 0.069 R-21 I i i 1 1801 90 1 New 14.3.1-A6 Great & Dining Room FENESTRATION SURFACE DETAILS ID Type Area Ll -Factor' SHGC Azm Status Glazing Type Location/Comments 1 Skylight 1.4 0.300 NFRC 0.30 1 NFRC 0 New solar tube Master bedroom 2 Skylight 1.4 0.300 NFRC 0.30 NFRC 0 New solar tube Master bedroom 3 Window 12.5 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Master bedroom 4 Window 36.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal TW3 Master bedroom 5 Window 128.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Master bedroom 6Window 100.0 0.390 NFRC 0.28 NFRC 180 New I Dual Metal Tint3 Master bedroom 7 Window 28.01 0.390 NFRC 0.28 NFRC 180 New Dual Metal Tint3 Master bedroom 8 Window 60.0 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Master bedroom 9 Window 52.8 0.390 NFRC 0.28 NFRC 0 New Dual Metal TInt3 Office Entry Hall 10 Window 22.7 0.390 NFRC 0.28 NFRC 45 New Dual Metal Tint3 Office Entry Hall 11 Window 82.4 0.390 NFRC 0.28 NFRC 45 New Dual Metal Tint3 Office Entry Hall 12 Window 63.8 0.390 NFRC 0.28 NFRC 45 New Dual Metal TOO Office Entry Hall 13 Window 100.0 0.390 NFRC 0.28 NFRC 180 New Dual Metal Tint3 Office Entry Hall 14 Window 45.6 0.390 NFRC 0.28 NFRC 0 New Dual Metal T02 Great & Dining Room, 15 Window 81.0 0.390 NFRC 0.28 NFRC 0 New Dual Metal T02 Great & Dining Room 16 Window 45.6 0.390 NFRC 0.28 NFRC 0 New Dual Metal T02 Great & Dining Room (1) LI -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhang Left Fin Len H t LExt RExt Dist Len Right Fin H t Dist Len H t 1 None 1.00 2 None 1.00 3 Bug Screen 0.76 4 Bug Screen 0.76 5 lBug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 10.3 2.2 20.0 0.1 20.0 20.0 11 Bug Screen 0.76 10.3 8.0 20.0 0.1 20.01 20:0= 12 Bug Screen 0.76 11.0 5.8 20.0 0.1 20.0 20.0 e- I -r 13 Bug Screen 0.76 '--�' ' r 14 Bug Screen 0.76 t � ��IJIL; �jn.(� 7. G• A 15 Bug Screen 0.76 16 Bug Screen 1 0.76 f -U" CONSTRUCTION EnergyPro 5.1 by EnergySoft User Number- 6712 RunCode: 2014-07-14T08:20:28DATF ID: Pado 9 of 50 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name Mr. & Mrs. Hodgson Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 OPAQUE SURFACE DETAILS Surface T e Area U- Insulation Joint Appendix Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 334 0.069 R-21 270 90 New 4.3.1-A6 Great & Dining Room Slab 260 0.730 None 0 180 New 4.4.7-A1 Great & Dining Room Slab 1,702 0.730 None 0 180 New 4.4.7-A1 Great & Dining Room Roof 946 0.026 R-38 0 20 1 New 4.2.1-A9 Kitchen Entry Wall 261 0.069 R-21 0 90 New 4.3.1-A6 Kitchen Entry Wall 137 0.069 R-21 45 90 New 4.3.1-A6 Kitchen Entry Wall 150 0.069 R-21 90 90 New 4.3.1-A6 Kitchen Entry Wall 165 0.069 R-21 270 90 New 4.3.1-A6 Kitchen Entry Slab 367 0.730 None 0 180 New 4.4.7-A1 Kitchen Entry Slab 667 0.730 None 0 180 New 4.4.7-A1 Kitchen Entry Roof 1,195 0.026 R-38 0 20 New 4.2.1-A9 Guest Bedroom 1 & 2 Wall 398 0.069 R-21 0 90 New 4.3.1-A6 Guest Bedroom 1 & 2 Wall 266 0.069 R-21 90 90 New 4.3.1-A6 Guest Bedroom 1 & 2 Wall 508 0.069 R-21 270 90 New 4.3.1-A6 Guest Bedroom 1 & 2 Slab 952 0.730 None 01 180 New 4.4.7-A 1 Guest Bedroom 1 & 2 Slab 243 0.730 None 01 180 1 New 4.4.7-A1 Guest Bedroom 1 & 2 FENESTRATION SURFACE DETAILS ID Type Area LI-Factor' SHGCz Azm Status Glazing Type Location/Comments 17 Window 301.2 0.390 NFRC 0.28 NFRC 180 New Dual Metal Tint3 Great & Dining Room 18 Window 120.0 0.390 NFRC 0.28 NFRC 180 New Dual Metal Tint3 Great & Dining Room 19 Window 54.0 0.390 NFRC 0.28 NFRC 180 New Dual Metal Tint3 Great & Dining Room 20 Window 301.2 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Great & Dining Room 21 IWtndow 54.0 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Great & Dining Room 22 Window 159.0 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Great & Dining Room 23 Skylight 8.0 0.640 NFRC 0.32 NFRC 0 New Double Metal Clear Skl Kitchen Entry 24 Skylight 40.0 0.640 NFRC 0.32 NFRC 0 New Double Metal Clear Skl Kitchen Entry 25 Skylight 40.0 0.640 NFRC 0.32 NFRC 0 New Double Metal Clear Skl Kitchen Entry 26 Window 26.6 0.390 NFRC 0.28 NFRC 0 New Dual Metal Tint3 Kitchen Entry 27 Window 64.9 0.390 NFRC 0.28 NFRC 45 New Dual Metal Tint3 Kitchen Entry 28 Window 51.7 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Kitchen Entry 29 Window 26.6 0.390 NFRC 0.28 RC 270 New Dual Metal Tint3 Kitchen Entry 30 Window 8.0 0.390 NFRC 0.28 RC 0 New Dual Metal Tint3 Guest Bedroom 1 & 2 31 Window 15.3 0.390 NFRC !NFRC 0.28 270 New Dual Metal Tint3 Guest Bedroom 1 & 2 32 Window 15.2 0.390 NFRC 0.28 RC 270 New Dual Metal Tint3 Guest Bedroom 1 & 2 (1) 1.1-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hat Wd Overhanq Left Fin Right Fin Len H t LExt REA Dist Len H t Dist Len H t 17 Bug Screen 0.76 12.0 25.1 20.0 0.1 20.0 20.0 18 Bug Screen 0.76 12.0 10.0 20.0 0.1 20.0 20.0 19 Bug Screen 0.76 12.0 4.5 20.0 0.1 20.0 20.0 20 Bug Screen 0.76 12.0 25.1 20.0 0.1 20.0 20.0 21 lBug Screen 0.76 12.0 4.51 20.0 0.11 20.0 20.0 22 Bug Screen 0.761 12.0 13.3 20.0 0.1 20.0 20.0 23 None 1.00 24 None 1.00 25 None 1.00 26 Bug Screen 0.76 27 IBug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 32 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2014-07-14708:20:28 ID: Pae 10 of 50 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF-1 R Project Name Mr. & Mrs. Hodgson Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix I Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 879 0.026 R-38 0 20 New 4.2.1-A9 Laundry Hallway Wall 70 0.069 R-21 0 90 New 4.3.1-A6 Laundry Hallway Wall 365 0.069 R-21 1 90 90 New 4.3.1-A6 Laundry Hallway Door 20 0.500 None 90 90 New 4.5.1-A4 Laundry Hallway Wall 140 0.069 R-21 180 90 New 14.3.1-A6 Laundry Hallway Slab 773 0.730 None 0 180 New 4.4.7-A1 Laundry Hallway Slab 106 0.730 None 0 180 New 4.4.7-A1 Laundry Hallway Roof 1,195 0.026 R-38 0 20 New 4.2.1-A9 Guest Win Wall 408 0.069 R-21 0 90 New 4.3.1-A6 Guest Win Wall 377 0.069 R-21 90 90 New 4.3.1-A6 Guest Wing Wall 467 0.069 R-21 180 90 New 4.3.1-A6 Guest Wing Wall 302 0.069 R-21 270 90 New 4.3.1-A6 Guest Win Slab 769 0.730 None 0 180 New 4.4.7-A 1 Guest Wing Slab 426 0.730 None 0 180 New 4.4.7-A 1 Guest Win Roof 80 0.026 R-38 01 20 New 4.2.1-A9 Office Entry Hall Wall 120 0.069 R-21 01 90 1 New 14.3.1-A6 Office Entry Hall FENESTRATION SURFACE DETAILS ID Type Area LI-Factor' SHGC Azm Status Glazing Type Location/Comments 33 Window 72.0 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Guest Bedroom 1 & 2 34 Window 72.0 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Guest Bedroom 1 & 2 35 Window 7.5 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Guest Bedroom 1 & 2 36 Window 10.0 0.390 NFRC 0.28 NFRC 270 New Dual Metal Tint3 Guest Bedroom 1 & 2 37 Window 11.3 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Laundry Hallway 38 Window 10.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Laundry Hallway 39 Window 10.0 0.390 NFRC 0.28 NFRC 0 New Dual Metal Tint3 Guest Wing 40 Window 11.3 0.390 NFRC 0.28 NFRC 0 New Dual Metal Tint3 Guest Wing 41 Window 18.5 0.390 NFRC 0.28 NFRC 0 New Dual Metal Tint3 Guest Wing 42 Window 72.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Guest Wing 43 Window 36.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Guest Wing 44 Window 124.2 0.390 NFRC 0.28 NFRC 90 New Dual Metal Tint3 Guest Wing 45 Window 72.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal T02 Guest Wing 46 Window 27.0 0.390 NFRC 0.28 NFRC 90 New Dual Metal T02 Guest Wing 47 Window 36.0 0.390 NFRC 0.28 NFRC 180 New Dual Metal TW3 Guest Wing 48 Window 45.0 0.390 NFRC 0.28 NFRC 1801 New I Dual Metal T02 Guest Wing (1) U-Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhanq Left Fin Len Hot LExt RExt Dist Len Ri ht Fin H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 JBug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 IBug Screen 0.76 43 Bug Screen 0.76 [ �- , 7-- 44 Bug Screen 0.76 45 Bug Screen 0.76 t Li IL TI-Ir Q_ r-��r" t A N 46 Bug Screen 0.76 i IF ,.t .�, _ �= 1 1° 'JEP-11- N 47 Bug Screen 0.76 48 Bug Screen 0.76 i -FC R -Cr DATF EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2014-07-14708:20;2.8 ID:-- t5y, Pae 11 of 50 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Mr. & Mrs. Hodgson Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1711412014 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 120 0.069 R-21 90 90 New 4.3.1-A6 Office Entry Hall Slab 80 0.730 None 0 180 New 4.4.7-A1 Office Entry Hall FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 49 Window 12.5 0.390 NFRC 0.28 NFRC 180 New Dual Metal TW3 Guest Wing 50 Window 38.7 0.390 NFRC 0.28 NFRC 270 New Dual Metal TW3 Guest Wing 51 Window 38.7 0.390 NFRC 0.28 NFRC 270 New Dual Metal TW3 Guest Wing 52 Window 38.7 0.390 NFRC 0.28 NFRC 270 New Dual Metal TW3 Guest Wing 53 Window 21.2 0.390 NFRC 0.28 NFRC 270 New I Dual Metal TW3 Guest Wing 54 Window 6.4 0.390 NFRC 0.28 NFRC 270 New Dual Metal TW3 Guest Wing (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Overhanq Left Fin Ri ht Fin ID Exterior Shade Type SHGC H t Wd Len HqA I -Ext RExt Dist Len H t Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 51 Bug Screen 0.76 52 Bug Screen 0.76 53 Bug Screen 0.76 54 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Pae 12 of 50 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Mr. & Mrs. Hodgson Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1711412014 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existinq Altered Removed Volume Year Built master HVAC 1 Master bedroom 1,487 20,618 office entry HVAC 2 Office Entry Hall 1,206 19,296 great dining HVAC 3 Great & Dining Room 1,962 31,392 kitchen entry HVAC 4 Kitchen Entry 1,034 16,544 guest 12 HVAC 5 Guest Bedroom 1 & 2 1,195 16,730 laundry hall HVAC 6 Laundry Hallway 879 12,306 guest HVAC 7 Guest Wing 1,195 19,1,20 equip HVAC 8 Office Entry Hall 80 1,280 Totals 9,0381 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Typb Status master HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New office entry HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New great dining HVAC 3 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New kitchen entry HVAC 4 1 Central Furnace 80% AFUE S lit Air Conditioner 14.5 SEER Setback New guest 12 HVAC 5 1 Central Fumace 80% AFUE I Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Ducts Duct Location R -Value Tested? Status master HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New office entry HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New great dining HVAC 3 Ducted Ducted Attic, Ceiling Ins, vented 8.0 8 New kitchen entry HVAC 4 Ducted I Ducted JAttic, Ceiling Ins, vented8.01 El New guest 12 HVAC 5 Ducted Ducted Attic, Ceiling Ins, vented 1 8.01 D INew WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Rheem 42VR50 or equal 2 Small Gas No Pipe Insulation 40,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft c _ o m 0Pipe — S stejn'JName,g-- i Length, Pipe ,,Diameter Insul. Thick. Qty. HP Plenum Outside Buried nl ni n.n. _ _ ❑ v ��viiv�a tic �jr�rt=1 Y UEPT. I ❑ 1 APPRC)\/1=r) 1 01 1 FOR ,nN� TRIV�r-rinni 1 ❑ 1 1�__ N Ene Pro 5.1 b Ener Soft User Number: 6712 RunCode: 2014-07-14T08:261 ' � —1D: Y Pa'e 13 of 50 J CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Mr. & Mrs. Hodgson Building Type 2 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 7/14/2014 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existinq Altered I Removed Volume Year Built Totals 9,0381 01 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status laundry hall HVAC 6 1 Central Fumace 80% AFUE Split Air Conditioner 14.5 SEER Setback New guest HVAC 7 1 Central Furnace 80% AFUE Split Air Conditioner 14.5 SEER Setback New equip HVAC 8 1 None n/a Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Coolin Duct Location R -Value Ducts Tested? Status laundry hall HVAC 6 Ducted Ducted Attic, Ceiling Ins, vented 8.0 2 New guest HVAC 7 Ducted Ducted Attic, Ceiling Ins, vented 8.0 Z New equip HVAC 8 Ductless / with Fan Ductless n/a n/a ❑ New WATER HEATING SYSTEMS S stem Name Qt . Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft C 0 6 a U) Q S System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried ❑ EnergyPro 5.1 by Ener Soft User Number 6712 RunCode: 2014-07-14708:20:28 ID: Pae 14 of 50 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Date Mr. & Mrs. Hodgson 711412014 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (") below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: 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). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no areater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: 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 with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(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-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 1 50 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §1500): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)113: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculatina sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems,>15 psi, meetsthe requirements of Standards Table 123-A. T X� r 7 nt- t. t �A I,k ..NP 150(j)3A: Insulation is protected from damage, includingthat due to sunlight, moisture,.e ui ment maintenanceand wmd. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor-r'etd�dant or�s-enclosedrentirely-in� �cr"y. r--% r-, r.., ,-? conditioned space. A „ „_ 150(j)4: Solar water -heating systems and/or collectors are certified by the SolarfRatin Fand`CeitifiCation Cor oration. �Q Y r1U ' I ION �ATr EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14T082028� � 0. BY Page 15 of 50 J MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Mr. & Mrs. Hodgson 7/14/2014 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §150(m)1: 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. §150(m)2D: Joints 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. 1 50 m 7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(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 programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 6y EnergySoft User Number. 6712 RunCode: 2014-07-14708:20:28 /D: Page 16 of 50 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Mr. & Mrs. Hodgson 7/14/2014 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. CITY OF LA CQUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION BATF EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-141708:,20:28 0: .. Page 17 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name master HVAC 1 Floor Area 1,487 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 898 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 110,000 18,494 2,100 336 18,203 Total Output Btuh 110,000 0 Output Btuh/s ft 74.0 1,068 895 Cooling System 0 0 Output per System 59,500 0 0 0 0 Total Output Btuh 59,500 0 1,068 20,630 2,100 0 Total Output Tons 5.0 895 Total Output Btuh/s ft 40.0 Total Output s ft/Ton 299.9 19,992 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 24ACB660/58CVX0110 43,309 3,969 110,000 Airflow cfm/s ft 1.34 Airflow cfm/Ton 403.4 Outside Air % 0-0% Total Adjusted System Output 43,309 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,969 Aug 3 PM 110,000 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 72 OF 72 OF 123 OF 123 OF Heating Coil Supply Fan o 2,000 cfm 123 F ROOM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 71 /58°F 71/58°F 50/49°F 50/49°F Cooling Coil Supply Fan 51 / 49 OF 2,000 cfm i 47.2% ROOM 70/58°F EnergyPro 5.1 by EnergySoft User Number 6712 RunCode: 2014-07-14708:20:28 ID: Page 18 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 System Name Floor Area office entry HVAC 2 1,206 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 792 0 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 110,000 16,506 1,741 264 14,320 Total Output Btuh 110,000 0 Output Btuh/s ft 91.2 953 704 Cooling System 0 0 Output per System 59,500 0 0 0 0 Total Output Btuh 59,500 0 953 1 18,412 1,741 0 Total Output Tons 5.0 704 Total Output Btuh/s ft 49.3 F:::lE5,727 Total Output s ft/Ton 243.2 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 24ACB660/58CVX0110 43,576 3,575 110,000 Airflow cfm/s ft 1.66 Airflow cfm/Ton 403.4 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 43,576 3,575 Aug 3 PM 110,000 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 72 OF 123 OF 123 OF Outside Air 0 cfm Heating Coil Supply Fan 2,000 cfm 123 o F ROOM 72 °F 14 AW 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 70/58°F 50/49°F 50/49°F Outside AirAr - Ind ri ri EA (� {�� AA �'�J INT& 0 cfm Supply Fan Cooling Coil B "� VTIe" o UILDING & SAF 1�4s F 2,000 cfm 1-�, APiP46 s oio IROOM FOR CONSTRU — 70 / 58 OF 70 /570F EnergyPro 5.1 by EnergySoff User Number. 6712 RunCode: 201407-14708:20:28 /D: Page 19 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name great dining HVAC 3 Floor Area 1,962 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING - CFM Sensible Total Room Loads 1,845 36,003 Return Vented Lighting 0 Return Air Ducts 2,078 Return Fan 0 Ventilation 0 0 Supply Fan 0 Supply Air Ducts 2,078 TOTAL SYSTEM LOAD 40,160 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 110,000 2,507 656 34,963 Total Output Btuh 110,000 1,718 0 Output Btuh/s ft 56.1 Cooling System Output per System 59,500 0 0 0 Total Output Btuh 59,500 0 1,718 2,507 38,400 Total Output Tons 5.0 Total Output Btuh/s ft 30.3 Total Output s ftrron 395.7 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 24ACB660/58CVX0110 43,182 4,456 110,000 Airflow cfm/s ft 1.02 Airflow cfm/Ton 403.4 Outside Air % 0.0% Total Adjusted System Output 43,182 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 4,456 Aug 3 PM 110,000 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 71 OF 71 OF 123 OF 123 OF f P� Heating Coil Supply Fan 2,000 cfm o 122 F ROOM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 71 /58°F - dbc 71 /58°F 51 /50°F 51 /50°F Cooling Coil Supply Fan 52 / 50 OF 2,000 cfm 48.4% I Roots 70/58°F � �:fl 4 1 EnergyPro 5.1 by EnergySoff User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Page 20 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name kitchen entry HVAC 4 Floor Area 1,034 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING CFM Sensible 1,041 18,203 0 1,051 01 0 0 0 1,051 1 20,304 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 89,000 1,721 186 13,597 Total Output Btuh 89,000 Output Btuh/s ft 86.1 668 Cooling System 0 Output per System 34,400 0 0 0 Total Output Btuh 34,400 1,721 0 Total Output ons 2.9 668 Total Output Btuh/s ft 33.3 Total Output s ft/Ton 360.7 14,933 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Carrier 24ACB636/58CVX090 23,095 4,916 89,000 Airflow cfm/s ft 1.16 89,000 Jan 1 AM Airflow cfm/Ton 418.6 Outside Air % 0-0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 23,095 4,916 Aug 3 PM 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 —10-40C go Outside Air 0 cfm 71 OF 71 OF 141 OF 10f Cil � Heating Coil Supply Fan 1,200 cfm 141 OF G 141 OF ROOM 72 OF I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 71 / 59 OF 71 /60°F 53/52°F 53/52°F , ^ Cooling Coil Supply Fan V F L ; A Q U J ivTA 54 / 52 OF 1,200 cfm BUILDING & SAFETY [)Pp APS 5.9-% r R�OOTIA FOR CONSTRUCTION f0 /I59 OF I DATE _ BY EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 201407-14708:20:28 /D: Page 21 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name guest 1 2 HVAC 5 Floor Area 1,195 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 761 13,697 Return Vented Lighting 0 Return Air Ducts 791 Return Fan 0 Ventilation 0 0 Supply Fan 0 Supply Air Ducts 791 TOTAL SYSTEM LOAD 1 15,279 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 89,000 1,527 207 15,127 Total Output Btuh 89,000 Output Btuh/s ft 74.5 743 Cooling System 0 Output per System 34,400 0 0 0 Total Output Btuh 34,400 1,527 0 Total Output Tons 2.9 743 Total Output Btuh/s ft 28.8 Total Output s ft/Ton 416.9 16,613 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 Carrier 24ACB636/58CVX090 23,183 4,711 89,000 Airflow cfm/s ft 1.00 Airflow cfm/Ton 418.6 Outside Air % 0.0% Total Adjusted System Output 23,183 (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 4,711 Aug 3 PM 89,000 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 71 OF 71 OF 141 OF 141 OF Heating Coil Supply Fan 1,200 cfm ° 141 F ROOM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 71 /59°F 71 /59°F 52/52°F 52/52°F Cooling Coil Supply Fan 53 / 52 OF 1,200 cfm 52.1 % ROOM 70/59°F EnergyPro 5.1 by EnergySoft User Number- 6712 RunCode: 201407-14T08:20:28 /D: Page 22 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name laundry hall HVAC 6 Floor Area 879 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation 1 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 260 0 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 89,000 6,857 1,123 69 7,609 Total Output Btuh 89,000 0 Output Btuh/s ft 101.3 396 374 Cooling System 0 0 Output per System 28,600 0 0 0 0 Total Output Btuh 28,600 0 1,123 0 Total Output Tons 2.4 396 374 Total Output Btuh/s ft 32.5 Total Output s ft/Ton 368.8 1 7,648 8,356 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow cfm 800 Carrier 24ACB624/58CVX090 21,920 0 89,000 Airflow cfm/s ft 0.91 89,000 Jan 1 AM Airflow cfm/Ton 335.7 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 21,920 0 Aug 3 PM 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 72 OF 72 OF 176 OF f f►� ,✓ Heating Coil Supply Fan 800 cfm _ 176 OF 176 OF ROOM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 70 / 55 OF 70/56°F 45/44°F 45/44°F U'1F;tA fUIf,i�n Cooling Coil Supply Fan BUILDING & SAFETY DEPT45 M 44 °F 800 cfm APP3R4 i°�f OOM A/! FOR CONSTRU A A 70J/ 55 OF 4 BY EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 201407-14708:20:28 /D: Page 23 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name guest HVAC 7 Floor Area 1,195 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 1,315 26,698 Return Vented Lighting 0 Return Air Ducts 1,541 Return Fan 0 Ventilation 0 0 Supply Fan 0 Supply Air Ducts 1,541 TOTAL SYSTEM LOAD 1 29,781 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 110,000 1,727 483 25,945 Total Output Btuh 110,000 Output Btuh/s ft 92.1 1,275 Cooling System 0 Output per System 59,500 0 0 0 Total Output Btuh 59,500 1,727 0 Total Output Tons 5.0 1,275 Total Output Btuh/s ft 49.8 Total Output s ft/Ton 241.0 28,495 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 24ACB660/58CVX0110 43,701 3,588 110,000 Airflow cfm/s ft 1.67 110,000 Jan 1 AM Airflow cfm/Ton 403.4 Outside Air %) 0.0% Total Adjusted System Output 43,701 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 3,588 Aug 3 PM 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 1-0 Outside Air 0 cfm 71 OF 71 OF 123 OF /—� 123 OF f Qui Heating Coil Supply Fan 2,000 cfm 122 OF I ROOM 72 °F COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air 0 cfm 71 / 58 OF Ar 71/58°F 50/49°F 50/49°F Cooling Coil Supply Fan 51 / 50 OF 2,000 cfm I 4.7.0% i ROOM 70 / 58 OF EnergyPro5.1 by EnergySoft User Number 6712 RunCode: 201407-14708:20:28 ID: Page 24 of 50 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Mr. & Mrs. Hodgson Date 7/14/2014 System Name equip HVAC 8 Floor Area 80 ENGINEERING CHECKS SYSTEM LOAD Number of S stems 1 COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM Total Room Loads 44 1,165 286 34 Return Vented Lighting 0 Return Air Ducts 0 Return Fan 0 Ventilation 0 0 0 0 Supply Fan 0 Supply Air Ducts 0 TOTAL SYSTEM LOAD 1,165 286 PEAK Heating System Sensible Output per System 0 1,368 Total Output Btuh 0 Output Btuh/s ft 0.0 0 Cooling System 0 Output per System 34,200 0 Total Output Btuh 34,200 0 Total Output Tons 2.9 0 Total Output Btuh/s ft 427.5 Total Output s ft/Ton 28.1 1,368 Air System CFM per System 980 HVAC EQUIPMENT SELECTION Airflow cfm 980 PKAA36/PUYA36 26,030 0 0 Airflow cfm/s ft 12.25 Airflow cfm/Ton 343.9 Outside Air % 0.0% Total Adjusted System Output 26,030 0 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 0 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 72 OF 72 OF 110 OF 110 OF V"� Heating Coil Supply Fan a 980 cfm 110 F ROOM 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F Outside Air117[ 0 cfm OF 70 / 55 F 70/55°F 45/44°F 45/44°F O -- 45 / 44 OF Cooling Coil Supply Fan v�� r—.A QiU��L 980 cfm I BUILDING & SAFETY APPR(0�� I I' OR CONSTRUCTION 70 / 55 OF FATE ------------ EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Page 25 of 50 ROOM LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 System Name Floor Area master HVAC 1 1,487 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM I Sensible Latent CFM Sensible I Latent CFM I Sensible Master bedroom Master bedroom 1 1 898 18,494 2,1001 8981 18,4941 2,100 3361 18,203 PAGE TOTAL TOTAL' 898 18,4941 2,100 336 18,203 898 18,4941 2,100 336 18, 203 ' Total includes ventilation load for zonal systems. EnergyPro 5.1 by Ene ySoft User Number: 6712 RunCode: 2014-07-14T08:20:28 ID: Page 26 of 50 ROOM LOAD SUMMARY Project Name Date Mr. & Mrs. Hodqson 1 7/14/2014 office entry HVAC 2 . 1 1, 206 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM I Sensible I Latent CFM Sensible I Latent CFM I Sensible Office Entry Hall I I Office Entry Hall 1 1 7921 16,5061 1,7411 7921 16,5061 1, 741 2641 14,320 0 Total includes ventilation load for zonal M " 792 '��i1p6 5061 UC117'4.1, 264 14,320 792 16,506 1,741 264 14,320 PAGE TOTAL TOTAL' pg1. TL �� BY_ ROOM LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 System Name Floor Area great dining HVAC 3 1,962 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible I Latent CFM Sensible I Latent CFM Sensible Great & Dining Room Great & Dining Room 1 1,845 36,0031 2,507 1,845 36,0031 2,507 656 34,963 ' Total includes ventilation load for zonal 6712 PAGE TOTAL TOTAL " 1,8451 36,0031 2,5071 656 34,963 1,8451 36,0031 2,5071 656 34, 963 ROOM LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 System Name Floor Area kitchen entry HVAC 4 1,034 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM I Sensible I Latent CFM I Sensible Latent CFM Sensible Kitchen Entry Kitchen Entry 1 1,041 18,203 1,721 1,041 18,203 1,721 1861 13,597 Total includes ventilation load for zonal EneravPro 5.1 by EnerovSoft User;u PAGE TOTAL TOTAL LDIN A n - 1 i.041�1 ^ X18=203921 186 13,597 1,041 "' 8203 41!'/x,24 , 186 13,597 ROOM LOAD SUMMARY Project Name Mr. & Mrs. Hodgson System Name guest 12 HVAC 5 ROOM LOAD SUMMARY ROOM COOLING PEAK Zone Name Room Name Mult. CFM Sensible Latent Guest Bedroom 1 & 2 Guest Bedroom 1 & 2 1 761 13,697 1,527 PAGE TOTAL TOTAL ' Total includes ventilation load for zonal systems. EnergyPro 5.1 by EnergySoft User Number.- 6712 RunCode: 2014-07-14708:20:28 7/14/2014 Floor Area 1,195 COIL COOLING PEAK COIL HTG. PEAK ;FM Sensible I Latent CFM I Sensible 761 13,6971 1,527 2071 15,127 761 13,697 1,527 207 15,127 761 13,697 1,527 207 15,127 0 'ROOM•AD SUMMARY Project Name .•. •711412014 Date Name laundry hall HVAC 6 FloorSystem • ROOM LOAD SUMMARY COIL COOLING PEAK Laundry Haiwa-y ==��JWAI N"W1M Total includes ventilation load for zonal systems. TOTALPAGE TOTAL* =rff M..E=Em ageJ J ROOM LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 System Name Floor Area guest HVAC 7 1,195 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM I Sensible I Latent CFM Sensible I Latent CFM Sensible Guest Wing I Guest Wing 1 1 1,3151 26,6981 1,7271 1,3151 26,6981 1,727 4831 25,945 PAGE TOTAL TOTAL* I * Total includes ventilation load for zonal 1,315 26,698 1,727 483 25,945 1,315 26,698 1,727 483 25,945 IEnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2014-07-14T08:20:28 /D: Page 32 of 50 1 ROOM LOAD SUMMARY Project Name Date Mr. 8 Mrs. Hodgson 7/14/2014 System Name Floor Area equip HVAC 8 80 ROOM LOAD SUMMARY ROOM COOLING PEAK I COIL COOLING PEAK COIL HTG. PEAK Zone Name I Room Name Mult. I CFM Sensible I Latent I CFM Sensible I Latent CFM Sensible Office Entry Hall I Office Entry Hall 1 1 441 1,165 2861 441 1,1651 286 341 1,368 PAGE TOTAL TOTAL * 41-Y OP AIDING R Ar-* &--- � '6 i N-- h"" 4x41 10 r.1i,165 M M I � _. 286: 34 1,368 —" 44 1 165 H286 ilOR4 1,368 * Total includes ventilation load for zonal systems. [ DATF 1. 1 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14T08:20:28L-_.—ID: Paae 73.7 .50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson Date 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Master bedroom Floor Area 1,487.0 ftz Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT °F = = = c = = = = = = = = = = = = = = = = = = = = 46 Btu/hr R-38 Roof(R.38.2x14.16) 1,481.2 0.0260 46 1,772 solar tube 2.8 0.3000 46 39 R-21 Wall (W.21.2x6.16) 937.5 0.0690 46 2,976 Dual Metal Tint3 364.5 0.3900 46 6,539 Slab-On-Grade perim = 90.0 0.7300 46 3,022 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 1,487 X Area another room 14.00 X 0.227 Height ACH Page Total /60] X AT 14,347 = 3,856 TOTAL HOURLY HEAT LOSS FOR ROOM 18,203 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Page 34 of 50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson Date 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Office Entry Hall Floor Area 1,206.0 ft' Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to 1 Ceiling U-Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1,99 Pt,PR® AT *F = = c = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr R-38 Roof(R.38.2x 14.16) 1,206.0 0.0260 46 1,442 R-21 Wall (W.21.2x6.16) 6.08.3 0.0690 46 1,931 Dual Metal Tint3 321.7 0.3900 46 51771 Slab-On-Grade perim = 6 1. 0 0.7300 46 2,048 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 1,206 X Area another room I CITY 16.00 X q Height ACH�o FOR Page Total OF LA. r.)j V% QQSXRzpj - �AT® �/ CONSTRUCTION 11.193 imi- r,46, 3,127 TOTAL HOURLY HEAT LOSS FOR ROOM 1 1 14,320 DATE —�__ BY EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Page 35 of 50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson Date 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Great & Dining Room Floor Area 1, 962.0 ft' Indoor Dry Bulb Temperature 72 OF Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM 26 OF Conduction Area U-Value AT 1,962.0 X 0.0260 X 806.4 X 0.0690 X 1,161.6 X 0.3900 X perim = 123.0 X 0.7300 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X through an interior surface to another room X 1,962 X 16.00 X 0.199 /60] Area Ceiling Height ACH OF 46 = 46 = 46 = 46 = = = Page Total X 46 AT Btu/hr 2,347 2,560 20,839 4,130 29.876 = 5,087 R-38 Roof(R. 38.2x 14.16) R-21 Wall (W.21.2x6.16) Dual Metal TOO Slab-On-Grade Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 34,963 EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Page 36 of 50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen Entry Time of Peak Floor Area 1,034.0 ft' Outdoor Dry Bulb Temperature Indoor Dru Bulb Tem erature 72 OF Conduction Area R-38 Roof(R.38.2x 14.16) Double Metal Clear Skl R-21 Wall (W.21.2x6.16) Dual Metal Tint3 Slab -On -Grade 946.0 88.0 714.2 169.8 perfm = 56.0 U -Value AT °F 0.0260 0.6400 0.0690 0.3900 0.7300 7/14/2014 Jan 1 AM 26 OF Btu/hr 1,131 2,591 2,267 3,046 1.880 Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 10,916 C'l�/ OF L1� Infiltration:[ 1.00 X 1.064 X 1,034 X 16.00 Xc:� 10.199 ,i/,60a] X - R�6/`t N 2,681 Schedule Air Sensible Area Ceiling Height AC.l� SAY `- pT uL.�� r. Fraction APPROVE PPRO E FQR r.0NIQTQ1 if--ri- KI TOTAL HOURLY HEAT LOSS FOR ROOM - r v ' v 13,597 I DATE. EnergyPro 5.1 by EnergySoft User Number.' 6712 RunCode: 2014-07-14T08:20:28'----10: Page 37 7 50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson Date 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Guest Bedroom 1 & 2 Floor Area 1,195.0 ft2 Indoor Dry Bulb Temperature 72 °F Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value AT OF 0.0260 X 46 0.0690 X 46 0.3900 X 46 0.7300 X 46 X X X X X X X X X X X X X X X X X X X X X X X X X X X another room Page Total 14.00 X 0.227 /60] X Height ACH AT = = = = = = = = = = = = = = = = = = = 46 Btu/hr R-38 Roof(R.38.2x14.16) 1,195.0 1,429 R-21 Wall (W.21.2x6.16) 1,172.0 3,720 Dual Metal Tint3 200.0 3,588 Slab-On-Grade perim = 98.0 3,291 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 1,195 X Area 12,028 = 3,099 TOTAL HOURLY HEAT LOSS FOR ROOM 15,127 EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2014-07-14708:20:28 ID: Page 38 of 50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson Date 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Laundry Hallway Floor Area 879.0 ft2 Indoor Dry Bulb Temperature 72 °F Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value AT *F Btu/hr X 46 = 1,051 X 46 = 1,824 X 46 = 460 X 46 = 382 X 46 = 1,612 X X X X X X X X X X X X X X X X X X X X X X X X X X Total 5,329 OF LA QI IIK'_;-A JGgp]S`X1-�� n46, � AT (O CL'L�.'Jq CONSTRi IrT10m R-38 Roof(R. 38.2x 14.16) 879.0 0.0260 R-21 Wall (W.21.2x6.16) 574.7 0.0690 Wood Door 20.0 0.5000 Dual Metal Tint3 21.3 0.3900 Slab -On -Grade perim = 48.0 0.7300 Items shown with an asterisk (') denote conduction Infiltration: 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 879 X Area another room _ -----------_page CITY 14.00 X°3 Heigh A6�HPPR FOR TOTAL HOURLY HEAT LOSS FOR ROOM N [ 7,609 DATE ___ BY EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14708:20:28 ID. Page 39 of 50 ROOM HEATING PEAK LOADS Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Guest Wing Time of Peak Jan 1 AM Floor Area 1,195.0 ft' Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 72 OF Conduction Area U -Value AT *F Btu/hr R-38 Roof(R.38.2x 14.16) 1,195.0 X 0.0260 X 46 = 1,429 R-21 Wall (W.21.2x6.16) 1,553.8 X 0.0690 X 46 = 4,932 Dual Metal Tint3 608.2 X 0.3900 X 46 = 10,911 Slab -On -Grade perim = 166.0 X 0.7300 X 46 = 5,574 X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total 22,846 Infiltration: 1.00 X 1.064 X 1,195 X 16.00 X 0.199 /60] X 46 = 3,099 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 25,945 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2014-07-14708:20:28 /D: Page 40 of 50 ROOM HEATING PEAK LOADS Project Name Mr. & Mrs. Hodgson Date 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Office Entry Hall Floor Area 80.0 ft2 Indoor Dry Bulb Temperature 72 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X. X X X X X X X X X X X X X X to Ceiling U -Value 0.0260 X AT °F = = = = = = = = = = = Btu/hr R-38 Roof(R.38.2x14.16) 80.0 46 96 R-21 Wall (W.21.2x6.16) 240.0 0.0690 X 46 762 Slab -On -Grade perim = 10.0 0.7300 X X X X X 46 336 X X X X X X X X X X X X X X X X X X X X X X X X another room 16.00 X 10.167 Heighti BUrAeHING I APPROVED Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 80 X Area Page Total �./fsp �X,FQU,46i & SAFE -r °AbEPT. 1,193 ` 175 TOTAL HOURLY HEAT LOSS FOR ROOM I rUH UUNSTRUCTION N 1,368 Fn QTC EnergyPro 5.1 by EnergySoft User Number6712 RunCode: 2014-07-14708:20:28 !D. "=—��age 41 of 50 J RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Master bedroom Outdoor Dry Bulb Temperature 112 OF Floor Area 1,487.0 ftZ Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R. 38.2x 14.16) (N) 1,481.2 X 0.0260 X 56.0 = 2,157 R-21 Wall (W.21.2x6.16) (E) 523.5 X 0.0690 X 33.0 = 1,192 R-21 Wall (W.21.2x6.16) (S) 334.0 X 0.0690 X 26.0 = 599 R-21 Wall (W.21.2x6.16) (VIO 80.0 X 0.0690 X 33.0 = 182 X X = X X = X X = X X = X X = Page Total 4,130 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Skylight (N) 0.0 X 17.5 + 1.4 X 58.1 = 81 Skylight (N) 0.0 X 17.5 + 1.4 X 58.1 = 81 Mndow (E) 0.0 X 18.2 + 12.5 X 34.8 = 435 Wlrndow (E) 0.0 X 18.2 + 36.0 X 34.8 = 1,253 Window (E) 0.0 X 18.2 + 128.0 X 34.8 = 4,456 Window (S) 0.0 X 18.2 + 100.0 X 18.3 = 1,826 Window (S) 0.0 X 18.2 + 28.0 X 18.3 = 511 Window 0.0 X 18.2 + 60.0 X 34.8 = 2,089 X + X - Page Total 10,733 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 )( 0.94 )( 81.37 )( 42 = 3,401 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,494 Latent Gain Btu/hr Occupants - 10 Occupants X 200 Btuh/occ. = 200 Infiltration: 4,771 X 0.94 X 81.37 X 0.00523 = 11900 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,100 EnergyPro 5.1 by Ener Soft User Number.' 6712 RunCode: 2014-07-14708:20:28 ID: Page 42 of 50 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Office Entry Hall Outdoor Dry Bulb Temperature 112 OF Floor Area 1,206.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-38 Roof(R.38.2x14.16) (N) 1,206.0 X 0.0260 X 77.0 = 2,414 R-21 Wall (W.21.2x6.16) (N) 107.2 X 0.0690 X 31.0 = 229 R-21 Wall (W.21.2x6.16) (NE) 151.1 X 0.0690 X 34.0 = 354 R-21 Wall (W.21.2x6.16) (S) 125.0 X 0.0690 X 38.0 = 328 R-21 Wall (W.21.2x6.16) 225.0 X 0.0690 X 55.0 = 854 X X = X X = X X = X X = Page Total 4,180 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window (N) 0.0 X 21.7 + 52.8 X 21.7 = 1,143 Window (NE) 0.0 X 21.7 + 22.7 X 32.0 = 727 Window (NE) 0.0 X 21.7 + 82.4 X 32.0 = 2,640 Window (NE) 0.0 X 21.7 + 63.8 X 32.0 = 2,044 Window (S) 0.0 X 21.7 + 100.0 X 27.8 = 2,783 X + X - X + X - X + X = X + X = Page Total 9,338 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,200 Btu = 0 Infiltration: 1.064 X 0.94 X 65.99 X 42 = 2,759 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 16,506 Latent Gain Btu/hr Occupants 1.0 Occupants X,., 2001 �gtuh`7occ�--------��_� 200 Infiltration: Air Sensible 4,771 X CFM 0.94 X ELA 65.99 X AW o.00s23 = BUIL ING & SAFETY pF T 1,541 APPROVE© TOTAL HOURLY LATENT HEAT GAIN FOR ROOM I - ' ""' n��, Il=IV I 1,741 I_ N EnemvPro 5.1 by Ener Soft User Number: 6712 RunCode: 2014-07-14T08:2012i" " t -! V Pa a 43 of 50 J RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Great & Dining Room Outdoor Dry Bulb Temperature 112 OF Floor Area 1,962.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF Outdoor Dailv Ranae: 34 OF Opaque Surfaces R-38 Roof(R.38.2x14.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) Orientation (N) (S) (tM Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = = 1,962.0 0.0260 77.0 147.8 0.0690 31.0 324.8 0.0690 38.0 333.8 0.0690 55.0 45.6 21.7 301.2 21.7 0.0 27.8 120.0 21.7 0.0 27.8 54.0 21.7 0.0 27.8 301.2 21.7 0.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window Window Window Window Window Window Window Window Orientation (N) (N) (N) (S) (S) (S) (tM NO (tM Shaded Unshaded Btu/hr 316 852 1 1,2671 1 6,3621 Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF _ c _ _ c = = = = 0.0 21.7 45.6 21.7 0.0 21.7 81.0 21.7 0.0 21.7 45.6 21.7 301.2 21.7 0.0 27.8 120.0 21.7 0.0 27.8 54.0 21.7 0.0 27.8 301.2 21.7 0.0 63.2 54.0 21.7 0.0 63.2 159.0 21.7 0.0 63.2 Page Total Btu/hr 987 1.754 987 6,522 2,598 1,169 6,522 1,169 3,443 25,153 Internal Gain Btu/hr Occupants 0.0 Occupants X 230 Btuh/occ. = 0 Equipment 0.0 Dwelling Unit X 1,200 Btu 0 Infiltration: 1.064 )( 0.94 X 107.36 X 42 = q,488 Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36.0031 Latent Gain Btu/hr Occupants 0.0 Occupants X 200Btuh/occ. 0 Infiltration: 4,771 X 0.94 X 107.36 X 0.00523 = 2,507 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 25071 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Kitchen Entry Outdoor Dry Bulb Temperature 112 OF Floor Area 1,034.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-38 Roof(R. 38.2x 14.16) (N) 946.0 X 0.0260 X 56.0 = 1,377 R-21 Wall (W.21.2x6.16) (N) 261.4 X 0.0690 X 23.0 = 415 R-21 Wall (W.21.2x6.16) (NE) 137.1 X 0.0690 X 29.0 = 274 R-21 Wall (W.21.2x6.16) (E) 150.3 X 0.0690 X 33.0 = 342 R-21 Wall (W.21.2x6.16) W 165.4 X 0.0690 X 33.0 = 377 X X = X X = X X = X X = Page Total 2,785 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Skylight (N) 0.0 X 25.1 + 8.0 X 68.4 = 547 Skylight (N) 0.0 X 25.1 + 40.0 X 68.4 = 2,735 Skylight (N) 0.0 X 25.1 + 40.0 X 68.4 = 2,735 Window (N) 0.0 X 18.2 + 26.6 X 18.2 = 484 Window (NE) 0.0 X 18.2 + 64.9 X 27.2 = 1,765 Window (E) 0.0 X 18.2 + 51.7 X 34.8 = 1,800 Window (VIO 0.0 X 18.2 + 26.6 X 34.8 = 926 X + X - X + X - Page Total 10,992 Internal Gain Btu/hr Occupants 2.0 Occupants X 230 Btuh/occ. = 460 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.064 X 0.94 X 56.58 X 42 = 2,365 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 18,203 Latent Gain Btu/hr Occupants 2.0 Occupants X 200 -9 tuh/,o_c _ ----w 400 �1- A ()(JI VT M Infiltration: 4,771 X 0.94 X 56.58 X 0.00523 = BUILDING 8, SAFETY DEP N 1,321 Air Sensible CFM ELA AINAPPROVE FQP r`nnr0-rr,� TOTAL HOURLY LATENT HEAT GAIN FOR ROOM I ` " ""v I 1,721 Ener,Pro 5.1 b Ener Soft User Number: 6712 RunCode: 2014-07-14T08:2028'H t -1-- -- BY Pa-q4 45 of 50 J RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Guest Bedroom 1 & 2 Outdoor Dry Bulb Temperature 112 OF Floor Area 1,195.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof(R.38.2x14.16) (N) 1,195.0 X 0.0260 X 56.0 = 1,740 R-21 Wall (W.21.2x6.16) (N) 398.0 X 0.0690 X 23.0 = 632 R-21 Wall (W.21.2x6.16) (E) 266.0 X 0.0690 X 33.0 = 606 R-21 Wall (W.21.2x6.16) (VtQ 508.0 X 0.0690 X 33.0 = 1,157 X X = X X = X X = X X = X X = Page Total 4,134 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window (N) 0.0 X 18.2 + 8.0 X 18.2 = 146 Window (W) 0.0 X 18.2 + 15.3 X 34.8 = 533 Window (W) 0.0 X 18.2 + 15.2 X 34.8 = 529 Window (W) 0.0 X 18.2 + 72.0 X 34.8 = 2,507 Window W 0.0 X 18.2 + 72.0 X 34.8 = 2,507 Window (149 0.0 X 18.2 + 7.5 X 34.8 = 261 Window (W) 0.0 X 18.2 + 10.0 X 34.8 = 348 X + X - X + X - Page Total 6,830 Internal Gain Btu/hr Occupants 0.0 Occupants X 230 Btuh/occ. = 0 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 0.94 X 65.39 X 42 = 2, 733 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,697 Latent Gain Btu/hr Occupants 0.0 Occupants X 2001 Btuh/occ. = o Infiltration: 4,771 X 0.94 X 65.39 X 0.00523 = 11527 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,527 Ener7ro 5.1 by Ener Soft User Number. 6712 RunCode: 2014-07-14708:20:28 ID: Page 46 of 50 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 1 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Laundry Hallway Outdoor Dry Bulb Temperature 112 OF Floor Area 879.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 IF I Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-38 Roof(R. 38.2x 14.16) (N) 879.0 X 0.0260 X 77.0 = 1,760 R-21 Wall (W.21.2x6.16) (N) 70.0 X 0.0690 X 31.0 = 150 R-21 Wall (W.21.2x6.16) (E) 364.7 X 0.0690 X 44.0 = 1,107 Wood Door (E) 20.0 X 0.5000 X 47.0 = 470 R-21 Wall (W.21.2x6.16) (S) 140.0 X 0.0690 X 38.0 = 367 X X = X X = X X = X X = Page Total 3,854 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window (E) 0.0 X 21.7 + 11.3 X 46.6 = 526 Window (E) 0.0 X 21.7 + 10.0 X 46.6 = 466 X + X - X + X - X + X - X + X - X + X - X + X = X + X = Page Total 992 Internal Gain Btu/hr Occupants 0.0 Occupants X 230 Btuh/occ. = 0 Equipment 0.0 Dwelling Unit X 1,200 Btu = 0 Infiltration: 1.064 X 0.94 X 48.10 X 42 = 2,011 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 6,857 Latent Gain Btu/hr Occupants �•� Occupants X �2Q0; Biuh/occ. " ��T _ 0 BUILDING &SAFETY DE1DT Infiltration: 4,771 X 0.94 X 48.10 X 0.00523 = P P RO` APPROVED= 1,123 Air Sensible CFM ELA ow E D FOR CONSTRUCTION TOTAL HOURLY LATENT HEAT GAIN FOR ROOM M 123 DATE BY I Ene Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2014-07-14T08:20:2--pa e_47 of 50 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 1 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Guest Wing Outdoor Dry Bulb Temperature 112 OF Floor Area 1,195.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF Outdoor Dailv Ranae: 34 OF ODaaue Surfaces R-38 Roof(R.38.2x14.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) Orientation (E) (S) Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = = 1,195.0 0.0260 56.0 408.2 0.0690 23.0 376.8 0.0690 33.0 466.5 0.0690 26.0 302.3 0.0690 33.0 18.2 72.0 34.8 0.0 18.2 36.0 34.8 0.0 18.2 124.2 34.8 0.0 18.2 72.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window Window Window Window Window Window Window Window Window Orientation (N) (N) (N) (E) (E) (E) (E) (E) (S) Shaded Unshaded Btu/hr 1, 740 648 858 837 1 6881 1 4,7711 Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 18.2 10.0 18.2 0.0 18.2 11.3 18.2 0.0 18.2 18.5 18.2 0.0 18.2 72.0 34.8 0.0 18.2 36.0 34.8 0.0 18.2 124.2 34.8 0.0 18.2 72.0 34.8 0.0 18.2 27.0 34.8 0.0 18.2 36.0 18.3 Page Total Btu/hr 182 206 337 2,507 1,253 4,324 2,5071 940 12, Internal Gain Btu/hr Occupants 10 Occupants X 230 Btuh/occ. _ Equipment 0.0 Dwelling Unit X 1,600 Btu = Infiltration: 1.064 X 0.94 X 65.39 X 42 = I `, Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 26.6981 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4,771 X 0.94 X 65.39 X 0.00523 = 1,527 Air Sensible CFM ELA AW I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1.7271 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Guest Wing Outdoor Dry Bulb Temperature 112 OF Floor Area 1,195.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr Window (S) 0.0 X 18.2 + 45.0 X 18.3 = 822 Window r (S) 0.0 X 18.2 + 12.5 X 18.3 = 228 Window (1M 0.0 X 18.2 + 38.7 X 34.8 = 1,347 Window (tM 0.0 X 18.2 + 38.7 X 34.8 = 1,347 Window (lM 0.0 X 18.2 + 38.7 X 34.8 = 1,347 Window (tM 0.0 X 18.2 + 21.2 X 34.8 = 738 Window (lM 0.0 X 18.2 + 6.4 X 34.8 = 223 X + X X. + X - Page Total 6,052 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.064 X 0.94 X 65.39 X 42 = 2,733 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 26,698 Latent Gain Btu/hr Occupants 1 0 Occupants X 200 . Btuh/occ. --1 200 p %-.; i Ili ti-. �- LA Qu rN �' n Infiltration: 4,771 X 0.94 X 65.39 X 0.00523 -_ BUILDING & SAFETY D 1 527 Air Sensible CFM ELA AW APPROVED FnR noNsTRUCTION I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM M 727 w EnergyPro 5.1 by Ener Soft User Number 6712 RunCode: 2014-07-14708:20:281 DA IID: a e 9 of 50 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Mr. & Mrs. Hodgson 7/14/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Office Entry Hall Outdoor Dry Bulb Temperature 112 OF Floor Area 80.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 70 OF Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U-Factor CLTD' Btu/hr R-38 Roof(R.38.2x 14.16) (N) 80.0 X 0.0260 X 77.0 = 160 R-21 Wall (W.21.2x6.16) (N) 120.0 X 0.0690 X 31.0 = 257 R-21 Wall (W.21.2x6.16) (E) 120.0 X 0.0690 X 44.0 = 364 X X = X X = X X = X X = X X = X X = Page Total 781 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr X + X - . X + X = X + X - X + X = X + X - X + Ix - X + X = X + X - X + X - Page Total 0 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,200 Btu = 0 Infiltration: 1.064 X 0.94 X 3.69 X 42 = 154 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 1,165 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4,771 X 0.94 X 3.69 X 0.00523 = 86 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 286 Ene Pro5.1 b Ener Soft— User Number: 6712 RunCode: 2014-07-14708:20:28 /D: Page 50 of 50 _ Z CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) Site A dress: Enforcement Permit Number:, 52-45T Meriwether , La Quinta CA 92253 (System 1 (master Agency: SFD-14859 HVAC 1)) City of La Quinta 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be Enter the Duct System Name or Identification/Tag: System 1 -(master HVAC 1) Enter the Duct System Location or Area Served: MASTER Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. Allowed leakage calculation — (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user -specified -leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then use a leakage factor of 0.03 in the calculations below. ® Cooling system method:_ . -n Nominal capacity of condenser in Tons 54T 400'z leak ag'e factor --120' CFM ; KV Heating system meth d °`„� 21.7 x I(. �:r0utput Capacity m:Thousands of Btu/hr x leakagerfactori'FM,• ,. ; txf ,y F y{u-".fir ❑ Measured airflow method(RA3 3), Enter measured fan flow in -CFM here ,'x leakage factor Enter value for Actua!" leakage (CFM) in the right column, from measurement using applicable duct leakage Actual Leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM) List Actual Leakage from duct leakage test(CFM) F 106 Pass if Actual Leakage is less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). , List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail 7. Reg: 215-N0168763A-M2000005A-M20A Registration Date/Time:,2015/06/23 19:43:26, HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms 4' + August 2009 r . CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test = Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether ; La Quinta CA 92253 (System 1,(master Agency: SFD-14859 HVAC 1)) City of.La'Quinta r• ' PeaOutsideair (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct eakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. ) ,. • . ® All supply and return register boots must be sealed to the drywall ' ® New duct installations cannot utilize, building rcavities •as plenums or.`platfor.mlreturnsTm*lieurof ducts: Mastic and draw bands must be used in combination with Cloth backed4ubberadhesrve duct tape to seal leaks at ' uct connections. �a { { .�` f-•,�yj1 p - ' a < i'}�yy`. - "".y..---',,,,,R:w„ ' ' ,}t •k. ��r 3 •�� i ` L X'.. � '�r ry'y. :' r ,Va �,y ' i""• DECL RATION+'`S.TATEM'ENT s I certify under penalty of perjury, 'under,the laws.of the State o 4Cal'fornia;;the information provided on this form`is true;and correct: y ,; . I am the certified HERS rater who performedthe-verification'services identified and reported on this certificate (responsible rater). fi . The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the ' installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency. . . The information reported on applicable sections of the Installation Certificate(s) (CF -6R), signed and submitted by the person(s) responsible for the installation conforms to the requirements specified on the.Certificate(s) of Compliance (CF -111) approved by the enforcement agency. Builder or Installer information as shown on the Installation Certificate (CF -6111) . Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING +. Responsible Person's Name: CSLB License: _ James Elia 1881926_ - HERS Provider Data Registry Information - Sample Group # (if applicable): N/A ® tested/verified dwelling. ❑ not-tested/verified dwelling in la HERS sample group HERS Rater Information CaICERTS Certificate # CC1-1799041412 HERS Rater Company Name: Advancing Home Performance, Inc. Responsible Rater's Name: s Responsible Rater's Signature:+ Robert Bachus Robert Bachus r Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015- CC2005695 Reg: 215-N0168763A-M2000005A-M20A Registration Date/Time: 2015/06/23 19:43:26_1 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms + August 200.9x, Enter the Duct System Name or Identification/Tag: System 1 (master HVAC 1) Enter the Duct System Location or Area Served: MASTER Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - completely new or replacement duct system Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Duct Leakage Test — Completely New or Replacement Duct System (Page 1 of 2) Allowed to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must be entered Site Address: 52-457 Meriwether , La Quinta CA 92253 (System•1 (master ., Enforcement Agency: City of La Quinta Permit Number: SFD-14859 Allowed leakage calculation — (select one calculation method from this section). Use 6% (leakage factor = 0.06) HVAC 1)) Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -111 to be less than 6%, in which ' Enter the Duct System Name or Identification/Tag: System 1 (master HVAC 1) Enter the Duct System Location or Area Served: MASTER Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - completely new or replacement duct system Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described. below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the leakage Allowed to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must be entered 'Leakage for Allowed Leakage. (CFM) Allowed leakage calculation — (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final" or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -111 to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then use a leakage factor of 0.03 in the calculations below. ® Cooling system method: Nominal capacity of condenser in Tons x 400 x leakage factor = 3L2& CFM �` 74 [I"Heating system method:"7 ; ,,a: ,• 21.7 x ''� Output Capacity in Thousands of Btu/hr x.leakage factor — �`�''! JCFM ` r ,, ❑ Measured airflow 3)• ^ method -(RA3 1r,a Enter measured fan;flo'w in CFM,here x; Leakage factork=- CFM , y •'� Jr . -• - . �,-^—�:.,. wi , .- �. _. .• •:_. .w.�-w --Ni tkf% Enter value for Actual leakage (CFM)'in`the right column;,fr'om•measurement using applicable duct leakage �•tAcfoal . pressurization test procedure from Reference Residential Appendix RA3.1(CFM'@ 25 Pa):•` "w Leakage (CFM) List Actual Leakage from duct leakage test(CFM) 106 Pass if Actual Leakage is equal,to or less than Allowed Leakage 19 Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of.the duct system. A HERS rater must verify the , installation (No sampling allowed). ' a List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke • ❑ Pass ❑ Fail Reg: 215-N0168763A-M2000005A-0000• Registration Date/Time: 2015/06/23 17:32:27 HERS Provider: CalCERTSi Inc. 2008 Residential Compliance Forms ' August 2009 , INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System . (Page 2 of 2) Site Address: 52-457 Meriwether , La Quinta CA 92253 (System 1 (master Enforcement Agency: City of La Quinta Permit Number:' SFD-14859 HVAC 1)) CSLB License: Date Signed: Compliance Method -his dwelling was: (select one of the following two choices): g Tested at Final 3 Tested at Rough -in (requires installer to complete the visual inspection at final construction stage described below) visual inspection at Final construction stage (Ir appllcame) After installing the interior finishing wall and verifying that the above rough -in tests.was completed, the following procedure must be performed: ❑ For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. • , . ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the ' closed position during duct leakage testing. ® All supply and return register),boots must be sealed to the drywall ® New duct installations cannot utilize building cavities as plenums or,platform returns in lieu of ducts. ti ® Mastic and draw brands must be used'.in combinatlon'.wlth Cloth,backed,,rubber adhesive duct tape to seal leaks at duct connections. 47 'i s 117 14 7 r a4 d DECLARATION STATEMENT - - . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance , checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that " HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -SR) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -1R that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a . signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation. alternatives, and beginninq October 1, 2010, for all low-rise residential buildings. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: James Elia James Elia ' CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Control Name_ of TPQCP (if applicable): Program (TPQCP)? ❑ Yes ❑ No Reg: 215-N0168763A-M2000005A-0000, Registration Date/Time: 2015/06/23 17:32:27 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms - August 2009 1 � f Reg: 215-N0168763A-M2000005A-0000, Registration Date/Time: 2015/06/23 17:32:27 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms - August 2009 I fl 1 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-4R-MECH-23 Verification of High EER Equipment . (Page 1 of 1) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether, , La Quinta CA 92253 City of La Quinta SFD-14859 Verification of High EER Equipment Procedures for verification of High EER Equipment are described in Reference Residential Appendix RA3.4. For dwelling units with multiple systems, the procedures must be applied to each system separately. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable.' - r 1 System Name or System 1 (master System 2 (office System 3 (great System 4 (kitchen ® tested/verified dwelling Identification/Tag HVAC 1) entry HVAC 2) dining HVAC 3) entry HVAC 4) 2 System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY Certified EER Rating of 3 the installed equipment 12• 12 12 12 (Btu/Watt-hr) _ 4 Make and Model Number of the installed Outdoor YORK YORK YORK YORK Unit YCJF60S41S2A YCJF60S41S2A YCJF60S41S2A YCJF36S41S1A 5 Make and Model Number ADP ADP ADP ADP of the installed Inside Coil* CV60006 CV60006 CV60006 CV360A6 6 Make and Model Number of the installed Furnace or YORK YORK YORK YORK Air Handler. TMLX10OC20MP11C TMLX10OC20MP11C TMLX10OC20MP11C TMLX060Al2MP11C Minimum Equipment EER , 7 required for compliance 12 12 12 12 as reported on the CF -1R. i ® When a high EER system specification includes a time delay relay, the installation of the time delay relay must be verified for compliance credit. Refer to Reference Residential Appendix RA3.4.3 for the Time Delay Relay Verification Procedure. ® When installation of specific matched equipment is necessary to achieve a high EER, installation of the specific equipment must be verified for compliance, credit. Refer to Reference Residential Appendix,RA3.4.3 for the.Matched;EquipmentµVerification-Procedure. ertified EER(` n row.3 is equal eater than the EER in. t + fPASS ` r V 1. fir}^ 41 I '' PASSrPAShe .... •..: Lrequired!minimum �` tPASS unit , unit complies. i € a : ti*he tenter Pass �,. -,• -� �^- r,ti^ . DECLARATION STATEMENT - - • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the certified HERS rater who performed the verification services identified and reported on this certificate (responsible rater). • The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified' on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency. • The information reported on applicable sections of the Installation Certificate(s) (CF -6R), signed and submitted by the person(s) responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. Builder or Installer information as shown on the Installation Certificate (CF -6R) Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: James Elia - CSLB License: , 1881926 HERS Provider Data Registry Information Sample Group # (if applicable): N/A ® tested/verified dwelling ❑ not-tested/verified dwelling in a HERS sample group HERS Rater Information CalCERTS Certificate # CC1-1799041412 HERS Rater Company Name: Advancing Home Performance, Inc. Reg: 215-N0168763A-M2300002A-M23A Registration Date/Time: 2015/06/23 20:01:38 .HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms- , �! August 2009 Responsible Rater's Name: - Responsible Rater's Signature: Robert Bachus Robert Bcchus . Responsible Rater's Certification Number w/ this HERS Provider: Date. Signed: 6/18/2015 CC2005695 • e.r t t'.♦ F ^� c dui cy sr r3'y L ,, w.,•,•...,r��Mk. .r ,i! L 'i� F * ..% ii's•' . '.'ti"r b,ek fz t - _ 7'., t '[ e• e ,e,� F ; a _ � ; ,,,..t . Qtr, f: t t� • t. .�+ , - `� _ ~- ; try • .' ,+ t v +x Reg:.215-N0168763A-M2300002A-M23A Registration Date/Time: 2015/06/23 20:01:38_ tHERS Provider:,CalCERTS, Inc. 2008. Residential ComplianceForma ! - j,�' August 2009 0 r 0 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411=MECH-23 a r Verification of High EER Equipment (Page 1 of 1) Site Address: Enforcement Agency:. Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 ' Verification of High EER Equipment ' Procedures for verification of High EER Equipment are described in Reference Residential Appendix RA3.4. For dwelling units with multiple systems, the procedures must be applied.to each system separately. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the , dwellino as aoolicable. 1 System Name or System 5 (guest 1 2 System 6 (laundry System 7 (guest System 8 ® tested/verified dwelling Identification/Tag HVAC 5) hall HVAC 6) HVAC 7) HVAC 8) NOT 2 System Location or Area Served. GUEST 1 & 2 LAUNDRY HALL GUEST - CASITA REQUIRED PER CF -111 Certified EER Rating of the 3 installed equipment + 12 12.5 -' 12 (Btu/Watt-hr) 4 Make and Model Number of the YORK YORK YORK installed Outdoor Unit YCJF36S41S1A YCJF24S41S1A YCJF60S41S2A 5 Make and Model Number of the ADP ADP ADP installed Inside Coil CV360A6 CV360A6• CV60OC6 6 Make and Model Number of the YORK YORK_ YORK installed Furnace or Air Handler. TMLX060Al2MP11C TMLX060Al2MP11C. TMLX10OC20MP11C Minimum Equipment EER I G . 7 required for compliance as . 12 12 12 reported on the CF-1R t ® When a high EER system specification includes a time delay relay, the installation of the time delay relay must be verified for compliance credit. Refer to Reference Residential Appendix RA3.4.3 for the Time Delay Relay Verification Procedure. ® When installation of specific matched equipment is necessary to achieve a high EER, installation of the specific equipment must be verified for compliance.,credit. Refer to Reference Residential Appendix.eRA3..4.3 for the,Matched Equipment Verification,P_rocedure. the Certified EER Rating in row 3 is equal'to or greater than the t f �' f ;•.. n; _ f f -PASS 8 lIf required minimum EER.in'row 7,, PASS PASSE✓ 41. -- the unit complies.'vy t If the unit complies enter,Pass ' rr�..,. -y •."°e Lk" e, �., ,4•f g .ray 2W. x mrd,: r ,.sem .*. DECLARATION STATEMENT w ' . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am the certified HERS rater who performed the verification services identified and reported on this certificate (responsible rater). . The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified ' on the Certificate(s) of Compliance (CF-lR) approved by the local enforcement agency. . The information reported on applicable sections of the Installation Certificate(s) (CF -6R), signed and submitted by the person(s) responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. Builder or Installer information as shown on the Installation Certificate (CF -611) Company Name: (Installing Subcontractor or General Contractor or Builder/Owner)- EFFICIENT AIR CONDITIONING Responsible Person's Name: James Elia CSLB License: 1881926 HERS Provider Data Registry Information Sample Group # (if applicable): N/A ® tested/verified dwelling ❑ not-tested/verified dwelling in a HERS sample group HERS Rater Information CaICERTS Certificate # CC1-1799041412 HERS Rater Company Name: Advancing Home Performance, Inc. ' Responsible Rater's Name: lResponsible Rater's Signature: Reg: 215=N0168763A-M2300002A-M23A Registration Date/Time: 2015/06/23.20:01:38 HERS.Provider: CalCE RTS, Inc. 2008 Residential Compliance Forms August 2009 RobertBachus ` ` ' Robert Bochus Y.x r' , o " ♦ , Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 d f CC2005695 % s °� I ^� 4• ... , . r •M 4 ° C ' , � � tr ,•fir t' � t ?4 y .. � f�rr{ , " � � �+, T � *eN„+a-ra. x vy r -- Reg: 215-N0168763A-M2300002A-M23A Registration Date/Time: 2015/06/23{20•:01:38 HERS•Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms ,., ' ' *• ' ' August 2009 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-4R-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 1 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta I SFD-14859 • Note: If installation of a Charge Indicator Display (CID) is utilized as an alternative to refrigerant charge verification for compliance, a MECH-24 Certificate (instead of this MECH-25 Certificate) should be used to demonstrate compliance with the refrigerant charge verification requirement. TMAH, and STMS are not required for compliance, when a CID is utilized for compliance: - As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an y• additional Form(s) for any additional systems in the dwelling as applicable. Temperature Measurement Access Holes (TMAH) and Saturation Temperature Measurement Sensors (STMS) Procedures for installing TMAH are specified in Reference Residential Appendix RA3.2. If refrigerant charge verification is required for compliance, TMAH are also required for compliance, unless the TMAH Compliance Option is chosen. STMS are only required for completely new or replacement space -conditioning systems that utilize prescriptive compliance method. , TMAH - Access Holes in Supply and Return Plenums of Air Handler ' Y Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 ITERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance -Forms ,, February 2013 System 1 System 2 System 3 . System 4 System Name or Identification/Tag (master HVAC (office entry (great.dining (kitchen entry s 1) HVAC 2) HVAC 3) HVAC 4) System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY 5/16 inchx(8jcmm) access hole upstream of evaporative 'cooillm ` ' "" 1 1 the return and labeled es, 4 . ® Yes ; r' N Yes N Yes plerium according to Figure in Section" 11 Nory � ❑ No` �° , ❑,No 0 No RA3:2.2.2.2. f ; s 1ti r• x:.� �-""`+' ReEurn'side.,of;the;.duct s stemtis ' Y^ k,f located entirely withiri . °,q Yes 9. Yes 4`r Yes' ' ❑ Yes la conditioned space and retur"n No ❑ No..,, {❑ ❑ No ❑ No airflow temperature to be - .❑ - measured at the return grille. -- 5/16 inch (8 mm) access hole downstream of evaporative coil'in ® Yes N Yes r " I@ Yes 113 Yes 2 the supply plenum and.labeled ❑ No ❑ No ❑ No ❑ No according to Figure in Section RA3.2.2.2.2. The TMAH Compliance Option should be checked only if the HERS Rater is able to confirm that it was physically impossible for the HVAC Installer to drill the TMAH as required by Section RA3.2.2.2.2. Using this Compliance Option requires the HVAC installer to annotate on the HERS Provider's data registry an explanation as to why the TMAH cannot be installed on the system, and photographs of the equipment on which the TMAH cannot be installed. Use of this Compliance Option also requires minimum airflow , verification through the direct measurement of airflow per RA3.3. For more information see „ httr)://www,enerciv,ca.gov/title24/`2008standards/special case appliance/ TMAH Compliance Option p p ❑ ❑ Yes to 1 and 2, or Yes to la and 2, or t checking the TMAH Compliance.,,. ® Pass ® Pass ® Pass ® Pass Option, ispass. ❑ Fail ❑ Fail ❑ Fail ❑ Fail .a Enter Pass or Fail - Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 ITERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance -Forms ,, February 2013 • t i .� .x� �'{`. i.f �, r i1 ~ � w�; : w � 1. . 4. � �i-r- '2'a�r Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms. s. •e j: r February 2013 - T CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 2 of 6) Site Address: Enforcement Agency: Permit Number.- 52-457 umber:52-457 Meriwether , La Quinta CA 92253 City of La Quinta I SFD-14859 STMS - Sensor on the Evaporator Coil r e System Name or System 1 System 2 (office System 3 (great System 4 kitchenHVAC Identification/Tag (master HVAC 1) A , System Name or System 1 System 2 (office System 3 (great System 4 kitchenHVAC Identification/Tag (master HVAC 1) entry HVAC 2) dining HVAC 3) 4)try. 3 The sensor is factory installed, or field installed according to manufacturer's specifications, or is installed by methods/specifications approved by the Executive Director. ❑ Yes ❑ No 1 ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Te The sensor wire is terminated with a standard mini plug suitable for connection to a digital thermometer. 4 The sensor mini plug is accessible to the installing technician and the HERS rater without changing the ' ' -❑ Yes`--❑ No f v.❑ Yes' ❑ No' '-� ❑ Yes ❑ No 7T `❑ Yes ❑ No airflow through the condenser coil ' ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 5 When attached to a digital thermometer, the sensor provides an indication of the saturation temperature. of the coil. t ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes to 3, 4, and 5 is a ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No pass. Enter N/A if STMS are not • 1 ® N/A ® N/A ® N/A .® N/A applicable. ❑ Pass ❑ Pass ❑ Pass ❑ Pass Otherwise enter Pass or ❑ Fail ❑ Fail ❑ Fail ❑ Fail Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail STMS - Sensor`ontthe Condenser System Name or ., System 1 Sm 2 (office yste s ... " Systeml3 (great t System 4 . Identification/Tag (master HVAC 1) entryfHVAC 2)" dining HVAC 3) (kitchen entry.._ �� HVAtC,4) Te sensor is factoryinstalled, or.field installed;according to manufacturer's specifications, oris'installed' methods/specifications`app'rovedi;by the:Executive;Director "�Z: ' T �_ ' ' -❑ Yes`--❑ No f v.❑ Yes' ❑ No' '-� ❑ Yes ❑ No 7T `❑ Yes ❑ No The sensory wire.is terminated with a standard mini plug suitable for connection to a digital thermometer. 7 The sensor mini plug is accessible to the installing technician and the HERS rater without changing the airflow through the'condenser coil t ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 8 When attached to a digital thermometer, the sensor -provides an indication of the saturation temperature ` of the coil. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes to 6, 7, and 8 is a pass. Enter N/A if STMS are not ❑ N/A - E3 N/A ❑ N/A ❑ N/A. applicable. E3Pass 13 Pass 13 Pass ' ❑ Pass Otherwise enter Pass or ❑ Fail ❑ Fail ❑ Fail ❑ Fail Fail `t t •. Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms �- t February 2013 J r . Vtr Standard Charge Measurement Procedure (for use if outdoor air dry-bulb is above 55°F) ' Procedures for determining Refrigerant Charge using the Standard Charge Measurement Procedure are available in Reference Residential Appendix RA3.2. As many as 4 systems in the dwelling can be documented for compliance using . this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. • The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. • The system must meet minimum airflow requirements as prerequisite for a valid refrigerant charge test. • If outdoor air dry-bulb temperature is less than 55°F, the installer must use the RA3.2.3 Alternate Charge Measurement Procedure (Weigh -In Charging Method). If the Weigh -In Method is used, the dwelling cannot be included in a sample group for HERS verification compliance.) ` Space Conditioning Systems, System 1 ' System 2 'System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY Outdoor Unit Serial # WiC5528606 WlCSS88357 WlN4360637 WlD5619240 { Vtr Standard Charge Measurement Procedure (for use if outdoor air dry-bulb is above 55°F) ' Procedures for determining Refrigerant Charge using the Standard Charge Measurement Procedure are available in Reference Residential Appendix RA3.2. As many as 4 systems in the dwelling can be documented for compliance using . this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. • The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. • The system must meet minimum airflow requirements as prerequisite for a valid refrigerant charge test. • If outdoor air dry-bulb temperature is less than 55°F, the installer must use the RA3.2.3 Alternate Charge Measurement Procedure (Weigh -In Charging Method). If the Weigh -In Method is used, the dwelling cannot be included in a sample group for HERS verification compliance.) ` Space Conditioning Systems, t Calibration of1D gnostichnst um nts Date of Refrigerant Gauge • Calibration - ,,,. System 1 ' System 2 'System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY Outdoor Unit Serial # WiC5528606 WlCSS88357 WlN4360637 WlD5619240 { Outdoor Unit Make YORK YORK YORK YORK OutdoorUnit-Model. YC3F60S41S2A YC3F60S41S2A YC3F60S41S2A YC3F36S41S1A Nominal Cooling*Capacity 5Tons 5xTons 5 Tons, 3 Tons Evaporator saturation temperature - 43.3 49' 46.8 ofVe.Yf cation 80De 6/y/201l50- 0Id6/" 18/r2015 .4• � Y-;II,w, 124.6 .. t Calibration of1D gnostichnst um nts Date of Refrigerant Gauge • Calibration - ,,,. '06/01/2015 (must be re -calibrated monthly) Date of Thermocouple Calibration 06/01/2015 (must.be re -calibrated. monthly) Measured Temperatures (°F) Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS'Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms . �. February 2013 . System 1 System 2 System 3 System 4 System Name or Identification/Tag (master HVAC , (office entry (great dining,, (kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) Supply (evaporator leaving) air dry-bulb temperature (Tsu I db) Return (evaporator entering) air dry-bulb temperature (Treturn db) Return (evaporator entering) air wet -bulb temperature (Treturn wb) ' Evaporator saturation temperature - 43.3 49' 46.8 (Teva orator sat) Condensor saturation temperature (Tcondensor sat) 117.3 126.8 .127.9 , . 124.6 .. Suction line temperature (Tsuction) 61.3 70.6 - ' 66.3 68.3 Liquid Line Temperature (Tliquid) 106.3 117.6 • 118.1 114.3 Condenser (entering) air dry-bulb 81 83- 80 83 temperature (Tcondenser, db) 4 Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS'Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms . �. February 2013 . INSTALLATION CERTIFICATE CF-411-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 4 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether ,,La Quinta CA 92253 City of La Quinta I SFD-14859 Minimum Airflow Reouirement Temperature Split Method Calculations for determining Minimum Airflow Requirement for Refrigerant Charge Verification. The temperature split method is specified in Reference Residential Appendix RA3.2. System Name or Identification/Tag i 1• ' Calculate: Actual Temperature Split ' 1 = Treturn db - T upply,,db ' Target Temperature Split from Table RA3.2-3 using Treturn, wb and A ' Treturn db Calculate difference: Actual ' Temperature Split - Target Temperature Split = Passes if difference is between -4°F and +4°F or, upon remeasurement, , if between -4°F and -100°F ' Enter. Paseor Fail Note: Temperature 'Split Method Calculation is not necessary if actual Cooling Coil Airflow is verified using one of the airflow measurement,procedures specified in Reference Residential Appendix RA3.3. If actual cooling coil airflow is measured,. the value must be equal to or greater than the Calculated„ Minimum Airfl Requireme�nyt m�Ethe tab"l ye bellow:p r t h ..ids r;- Calculated; Minimum Airflow Requirement (CFM) ='Nominal Cooling Capacity (ton)lk300 (cfm/ton).. � � l , .,� Sys em " -'%System 2 System 3". `.System 4 System Name or Id entification/Tag (master HVAC entry (great dining (kitchen entry 1..,1' �. 1) , .'(office HVAC 2) HVAC 3) HVAC 4) Calculated Minimum Airflow Requirement (CFM) ' 1500 1500 1500 900 Measured Airflow using RA3:3 procedures (CFM) - 1505 s 1547 1517 908 Measurement Method .- Flow Grid Flow Grid Flow Grid Flow Grid Passes if measured airflow is greater than or equal to the calculated minimum airflow requirement. PASS PASS , PASS PASS' ' Enter Pass or Fail a ` Reg: 215-N0168763A-00003A-M25A, Registration Date/Time: 2015/06/23'.20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms.` February.2013 i 1• ' ' 1 Reg: 215-N0168763A-00003A-M25A, Registration Date/Time: 2015/06/23'.20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms.` February.2013 INSTALLATION CERTIFICATE CF-411-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 5 of 6) Site Address: Enforcement Agency: Permit Number: - I 52-457 Meriwether, La Quinta CA'92253 City of La Quinta SFD-14859 Superheat Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for fixed orifice metering device systems System Name or Identification /Tag System 1. t " System 3 - System 4 Calculate: Actual Superheat = t (office entry (great dining (kitchen entry Tsuction - Teva orator sat 1) HVAC 2) HVAC 3) HVAC 4) Target Superheat from Table RA3.2-2 using 11.0 9.2 9.8 10.3 Treturn wb and Tcondenser, db - Calculate difference: 12 12 12 12 ' Actual Superheat - Target Superheat = .. i 'Nt W"Fli System passes if difference is between -6°F -1 2 8 3-26 3-26 and +6°F t , ' y,,. Enter Pass or Fail �� t .�a`�; a __,�,,+.. "".-e" Subcooling Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. System 1. System 2 System 3 - System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) Calculate:. Actual Subcooling = r 11.0 9.2 9.8 10.3 Tcondenser, sat - Tli uid ` Target Subcooling specified by 12 12 12 12 ' manufacturer - .. i 'Nt W"Fli Calculatei'difference: i r � 1 Actual Subcooling - TargeVSubcooling -1 2 8 3-26 3-26 manufacturer's specification is not '� ' y,,. _ �`: •�i• .dK` ��r..��/�;�� `=1'�, .�a`�; a __,�,,+.. "".-e" nc Systenl�oasses if differee islbetween -4°F and E °F '�* °,' ` ' PASS" x PASS, ,� PASS ." °Enter Pass�or Fail s, �b3 • `' ya PASS.' fo ' Metering -Device Calculations. for Refrigerant Charge Verification. This procedure is required to be used for thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. System 1 System 2 System 3 System 4 System Name or Identification/Tag • (master HVAC (office entry (great dining ,(kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) Calculate: Actual Superheat = 18.0 21.6 19.5 22.8 Tsuction - Teva orator sat Enter allowable superheat range from manufacturer's specifications (or use range between 3°F and 26°F if 3-26 3-26 3-26 3-26 manufacturer's specification is not '•' available) System passes if actual superheat is within the allowable superheat range PASS PASS PASS PASS.' Enter Pass or,Fail t Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35! HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms" e, ti February 2013 F.' _ Z i ori- Yf . , � ^_^••, _ Y.� i•_.'{•.^,�+.' ,.eotL�',� , yr^..y.l i. '.� �P]3R-L l,.i�..• xr-n,+;mF a 'uWk.'�+`� R°; _�;r=� *�-.,,�r�• <' .r 4r s.;'t y � Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS Provider: CalCERTS,.Inc. 2008 Residential Compliance Forms j`• < 3 �' February 2013 INSTALLATION CERTIFICATE CF-4R-MECH-25- Refrigerant Charge Verification - Standard Measurement Procedure (Page 6 of 6) r• Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Standard Charge Measurement Summary: System shall pass both refrigerant charge criteria, metering device criteria (if applicable), and minimum / cooling coil airflow criteria based on measurements taken concurrently during system operation. If corrective actions were taken, all applicable verification criteria must be re -measured and/or recalculated. Responsible Person's'Name System 1 System 2 System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry a HERS sample group •1) HVAC 2) HVAC 3) HVAC 4) System meets all refrigerant charge Robert Bachus Robert Bcchus Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 and airflow requirements. PASS PASS PASS PASS Enter Pass or Fail IN Residential Appendix RA3.2.2 requires that if the outdoor. temperature is between 55°F and 65°F the return air dry bulb temperature shall be maintained above 70°F during the Standard Charge Measurement Procedure. The signature of the Responsible Person in the declaration statement below certifies.this requirement has been met for all applicable system verifications reported on this certificate. DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the certified HERS rater who performed the verification services identified and reported on this certificate (responsible rater). . The installed feature, material, component, or manufactured device requiringHERSverification that is identified on this - certificate (the.installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF-lR) approved by the local enforcement agency.• ., . The informatiiorOteported on applicable sections- f�the_,Installation Certificate(s)ti(CF 6R);jsigned andisubmitted by the person(s);responsible for the installations nformsto the?' requirements specifit Ao`n the Certificate°(s) ofrCompliance CF 1R ,a roved b 'the enforcement agency. ",' }" -vr ! Builder o0nstallerYiriformatibWas shown ontthe'rI'istallation Certificate;,( CF7-6R)+*'` Company;Name (I�stalliing Subcohtractor or, General'Contractor.or Builder/Owner) EFFICIENT A_I_ReCONDITIONING,- ,, Responsible Person's'Name CSLB'License:' - fi '-• '"-"'T James Elia _'. 881926 HERS Provider Data Registry Information s❑ le Group # if aPPlicable N/A Vtested/verified dwelling not-tested/verifed dwellingSam lin y • a HERS sample group HERS Rater Information Ca10ERTS Certificate # CC1-1799041412 HERS Rater Company Name: Advancing Home Performance, Inc. , Responsible Rater's Name: Responsible Rater's Signature: Robert Bachus Robert Bcchus Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 CC20OS69S - r. Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35+ HERS Provider:'Ca10ERTS, Inc. 2008 Residential Compliance Forms c f * February 2013 I Note: If installation of a Charge Indicator Display (CID) is utilized as an alternative to refrigerant charge T ' verification for compliance, a MECH724 Certificate (instead of this MECH-25 Certificate) should be used to demonstrate compliance with the refrigerant charge verification requirement. TMAH and STMS are not , required for compliance, when a CID is utilized for compliance. As many as 4 systems in the dwelling can tie documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. Temperature Measurement Access Holes (TMAH) and Saturation Temperature Measurement' Sensors (STMS) ' Procedures for installing TMAH are. specified in Reference Residential Appendix RA3.2. If refrigerant charge , verification is required for compliance, TMAH are also required for compliance, unless the TMAH Compliance ; Option is chosen. Y ; STMS are only required for completely new or replacement space -conditioning systems that utilize prescriptive compliance method. TMAH - Access Holes in Supply and Return Plenums of Air Handler System Name or Identification/Tag System 5 (guest 1 2 System 6 (laundry hall System 7 (guest HVAC System 8 (equip HVAC 5) HVAC 6) 7) HVAC 8) System Location^or Area Served, GUEST 1 & 2 LAUNDRY HALL LAUNDRY HALL NOT REQUIRED PER CF -111 1 5/16 inchw(8-mm) access hole upstream•of evaporative coil it .m the return plenum and labeled � f 7�_,;T ❑t� ❑ No ' �®YeYes ❑ Yes ""~ -❑ No.RA3.2',2.2.2• acerding to Figureti`n Section❑No Return'sde of.the duct system. `s. ,.-...Y,F .. p• 1 is locetedyentirely x �s .f --G •, � ,tVi��`yt4 *"'` F T#: J� , 1a within # �g conditioned space and return �p�a :4�❑ Ye`si " ' :-❑',Yes a R . ❑,Yes �. 1 y, .,'❑Yes ;' airflow temperature to be i. I, ❑ No - ❑ No' ❑ No ❑ No measured'at the return grille. 5/16 inch (8 mm) -access hole 2 downstream of evaporative,coil in the supply plenum and � ® Yes ® Yes- . ® Yes ❑ Yes labeled according to Figure in . ❑ No ❑ No ❑ No ❑ No Section RA3.2.2.2.2. The TMAH Compliance Option should be checked only if the HERS Rater is able to confirm that it was physically impossible for the HVAC Installer to drill the TMAH as required by Section RA3.2.2.2.2. Using this Compliance Option requires the HVAC installer to annotate on the HERS Provider's data registry an explanation as to why the TMAH cannot be installed on the system, and. photographs of the equipment on which the TMAH cannot be installed. Use of this Compliance Option also requires minimum airflow verification through the direct measurement of airflow per RA3.3. For more information see http://www.energy,ca.goy/title24/2008standards/special case appliance/ TMAH Compliance Option ❑ ❑ p ❑ Yes to 1 and 2, or Yes to la and 2, or checking the TMAH Compliance ® Pass ® Pass ® Pass ❑ Pass .. Option, is a pass. ❑ Fail ❑ Fail ❑ Fail ❑ Fail Enter Pass or Fail • Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS Provider: CalCERTS; Inc.' 2008 Residential Compliance Forms February 2013 •I.�.yti C-. le if a. Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 -."HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms t, .y q February 2.013 y' t System 6,, (laundry hall System 7 (guest IdentifitCation%Tag Identification/Tag 1 2 HVAC 5) HVAC 6) HVAC 7) l!' 3 The sensor is factory installed, or field installed according to man _ufacturer's specifications, or is installed 6 by methods/specifications approved by the Executive Director. ❑ Yes ❑ No 1 ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No by methods/specifications approved,bygtheyExecutive�Director The sensor wire is terminated with a standard mini plug suitable for connection to a digital thermometer. 4 The sensor mini plug is accessible to the installing technician and the HERS rater without changing the 7 airflow through the condenser coil ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 5 When attached to a digital thermometer, the sensor provides an indication of the saturation temperature 8 of the coil. I . ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes to 3, 4, and 5 is a ❑ Yes ❑ No Yes to 6, 7, and 8 is a CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 2 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 STMS - Sensor on the Evaporator Coil ' System Name or System 5 (guest System 6,, (laundry hall System 7 (guest IdentifitCation%Tag Identification/Tag 1 2 HVAC 5) HVAC 6) HVAC 7) l!' 3 The sensor is factory installed, or field installed according to man _ufacturer's specifications, or is installed 6 by methods/specifications approved by the Executive Director. ❑ Yes ❑ No 1 ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No by methods/specifications approved,bygtheyExecutive�Director The sensor wire is terminated with a standard mini plug suitable for connection to a digital thermometer. 4 The sensor mini plug is accessible to the installing technician and the HERS rater without changing the 7 airflow through the condenser coil ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 5 When attached to a digital thermometer, the sensor provides an indication of the saturation temperature 8 of the coil. I . ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes to 3, 4, and 5 is a ❑ Yes ❑ No Yes to 6, 7, and 8 is a pass. Enter N/A if STMS are not : 1 ® N/A ® N/A ® N/A ❑ N/A applicable. 1 ❑ Pass ❑ Pass ❑ Pass' ❑ Pass I Otherwise enter Pass or ❑ Fail ❑ Fail ❑ Fail ❑ Fail Fail - «' . STMS - Sensorxdn1the Condenser`Coil . 3 System Name or Sy &te'mFS.,(guest y$Yst`em'6 �a�► �� rA (laundry hall` ,°,System 7i(guest� M *.: IdentifitCation%Tag HVAC 5)FIVAC HVAC7) l!' � r [3 Fail ❑Fail 6 The sensor is fa,ctory$.in'st l e`d h or field ins�talled1according Ifo,manufacture" !,srspetifications, oris. installed .° Otherwise enter Pass or by methods/specifications approved,bygtheyExecutive�Director . •, ' R❑ Yes..,❑ No*,-"-- M-❑ Yes' ❑ No ": :,_.. ❑ Yes:,❑ No --I ❑•Yes ❑ No . The sensor wire.is terminated with a standard mini plug suitable for connection to a digital thermometer. 7 The'sensor mini .plug is accessible to the installing technician and the HERS rater without•changing the Fail airflow through the'condenser coil 1 ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes,D No I []Yes ❑ No 8 When attached to a digital thermometer, the sensor provides an indication of the saturation temperature of the coil. ❑ Yes ❑ No .❑ Yes ❑ No ' ❑ Yes ❑ No ❑ Yes ❑ No Yes to 6, 7, and 8 is a pass. Enter N/A if STMS are not ❑ N/A , ❑ N/A -• ❑ N/A ❑ N/A. 13P 13P 13P ❑ P i applicable. ass ass ass . � ass [3 Fail � r [3 Fail ❑Fail [3 Fail Otherwise enter Pass or . , Fail t � . Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23.20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms E February 2013 INSTALLATION CERTIFICATE CF-411-MECH-25.. Refrigerant Charge Verification - Standard Measurement Procedure (Page 3 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta I SFD-14859 Standard Charge Measurement Procedure (for use if outdoor air dry-bulb is above 55°F) Procedures for determining Refrigerant Charge using the Standard Charge Measurement Procedure are available in Reference Residential Appendix RA3.2. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. • The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. • The system must meet minimum airflow requirements as prerequisite for a valid refrigerant charge test. • If outdoor air dry-bulb temperature is less than 55°F, the installer must use the RA3.2.3 Alternate Charge Measurement Procedure (Weigh -In Charging Method). If the Weigh -In Method is used, the dwelling cannot be included in a sample group for HERS verification compliance.) Space Conditioninq Svstems it � - t Calibration of Diaqnostic Instruments Date of Refrigerant Gauge Calibration System 5 System 6 System 7 06/01/2015 System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC HVAC 5) HVAC 6) 7) System Location or Area Served GUEST 1 & 2 LAUNDRY HALL LAUNDRY HALL Outdoor Unit Serial # WiF4839472 WIA5394205 WlCSS88353 Outdoor Unit Make YORK YORK YORK 1 Outdoor Unit Model YC]F;36S41S1A YC]F24S41S1A, YC]F60S41S2A, r Nominal Co'bling C pacity 3 Tons,,. 2 Tons .• 5 Tons ` y/ 47.8 54.3 49.7 [Date of Verification /� 06/18/2015 06/18/2015 06/.18/,2015 Condensor saturation temperature (Tcondensor, sat) 126.3 125.8 128.7 it � - t Calibration of Diaqnostic Instruments Date of Refrigerant Gauge Calibration 06/01/2015 (must be re -calibrated monthly) Date of Thermocouple Calibration 06/01/2015 (must be re -calibrated monthly) Measured Temperatures (°F) Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms i February 2013 System 5 System 6 System 7 System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC HVAC 5) HVAC 6) 7) Supply (evaporator leaving) air dry-bulb temperature (Tsu I db) Return (evaporator entering) air dry-bulb temperature (Treturn db) Return (evaporator entering) air wet -bulb temperature (Treturn wb) Evaporator saturation temperature 47.8 54.3 49.7 (Teva orator sat) Condensor saturation temperature (Tcondensor, sat) 126.3 125.8 128.7 Suction line temperature (Tsuction) 69.5 74.9 74.1 Liquid Line Temperature (Tliquid) 117.2 114.9 116.6 Condenser (entering) air dry-bulb 82 80 82 temperature (Tcondenser, db) Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms i February 2013 INSTALLATION CERTIFICATE CF-4R-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 4 of 6) Site Address: Enforcement Agency:` Permit Number: 52-457 Meriwether , La Quinta_CA 92253 �7City of La Quinta SFD-14859 r Minimum Airflow Requirement ` Temperature Split Method Calculations for determining Minimum Airflow Requirement for Refrigerant Charge Verification. The temperature split method is specified in Reference Residential Appendix RA3.2. ,. System Name or Identification/Tag Calculate: Actual Temperature Split Treturn db - Tsupply, db ' Target Temperature Split from Table RA3.2-3 using Treturn, wb and Treturn, ' db Calculate difference: Actual Temperature Split - Target Temperature Split = •.� Passes if difference is between -4°F and + ~ +4°F or, upon remeasurement, if ` between -4°F and -1000F,, 3 Enter Pass or Fail Note: Temperature Split Method -Calculation is not necessary if actual -Cooling Coil Airflow is verified using one of the airflow measurement; procedures specified in Reference Residential Appendix RA3.3. If actual. - cooling coil airflow is measured,. the value must be equal to or greater than the Calculated Minimum Airflow Requirement?in'the tab`ie'�b% w.....�yV s�+ � {� {•r•T."� nv .4,.'; 'i µ,}`-.'.A�.,t.►.•..t. • �• i Y �si�r•I k'l; �"}' .(f '�' . qs 1I.3^ _• '" Vic-. A• Calculated` Minimum Airflow Requirement (CFM) = Nominal�Cooling Capacity. (ton) X 300 k.. - (cfm/to, Dill �I'••.--� . , t$ , `System`75 ?,�- '""System 61,:7,7 System.71 - System Name or'Identification/Tag (guest 1 2 (laundry hall (guest HVAC HVAC 5) HVAC 6) 7) , Calculated Minimum'Airflow 900 600 - 1500 Requirement (CFM) ' Measured Airflow using RA3.3 g09 694 1603 a procedures (CFM) Measurement Method Flow Grid . r Flow Grid Flow Grid Passes if measured airflow is greater r than or equal to the calculated PASS PASS'. _4 minimum airflow requirement. .PASS Enter Pass or Fail ' Vit.. a t , 10 Ir Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35- HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms February 2013 M INSTALLATION CERTIFICATE • . ' CF-411-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 5 of 6) Site Address:Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Superheat Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for fixed orifice metering device systems System Name or Identification/Tag t System 6 System 7 Calculate: Actual Superheat = - (laundry hall (guest HVAC Tsuction - Teva orator sat HVAC 5) HVAC 6) 7) Target Superheat from Table RA3.2-2 using 9.1 10.9 12.1 Treturn wb and Tcondenser, db' 12 12 i._,: 12 . -. -4 Calculate difference: ' •. �. �lk;, y -29 f ,• Actual Superheat - Target Superheat r System passes if difference is between -6°F PASSE f �PASS--��- key' ` €�'PASS,� � and +6°F ,�+� � �, r�r �,�iv.�'5=:. � �• �� a Enter Pass or Fail Provider: CalCERTS, Inc. 2008 Residential Compliance Forms'- ' " Subcooling Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. }` System 5 System 6 System 7 System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC 4 HVAC 5) HVAC 6) 7) Calculate:, Actual Subcooling = Tcondenser, sat", Tli uid 9.1 10.9 12.1 Target Subcooling specified by _. manufactured , 12 12 i._,: 12 . -. -4 CalculateMifference.' .' ,, ' •. �. �lk;, y -29 01,: Actual Subwoling - Target�Subcooling r System passes if difference is ,between` -4°F and `+4°F ,�i f �'' s Y, PASSE f �PASS--��- key' ` €�'PASS,� � „Enter Pass or'F i ,�+� � �, r�r �,�iv.�'5=:. � �• �� a Metering'Device Calculations for Refrigerant Charge Verification. This procedure is required to be - used for thermostatic expansion•,valve (TXV) and electronic expansion valve (EXV) systems. }` System 5 System 6 System 7 System Name or Identification/Tag (guest 1 2 ' (laundry hall (guest HVAC HVAC 5) HVAC 6) 7) Calculate: Actual Superheat = 21.7 20.6 24.4 Tsuction - Teva orator sat Enter allowable superheat range from manufacturer's specifications (or use r range between 3°F and 26°F if 3-26 3-26 3-26 manufacturer's specification is not Reg: 215-N0168763A-00003A-M25A Registration Date/Time: available) Provider: CalCERTS, Inc. 2008 Residential Compliance Forms'- ' " System, passes if actual superheat is February 2013 within the allowable superheat range PASS - .PASS PASS Enter Pass or Fail Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 Provider: CalCERTS, Inc. 2008 Residential Compliance Forms'- ' " ,HERS , February 2013 f� i �' . � �� _', ^�¢ �4� t'T >. `�,�.{ tom,"` � ° �"�'�' b .7M r f� • r # ` ' ` .� s ,t` tai F ��• '"�' �` �`�� *' •+ �. �! . "+.Hiq " " it a c� w�;�,✓,_'q�:F '+S .-..tF" 1 r� i.,,.Ea�N6:9; a'4s=r.�`�`tnti� � ali" „�'.. :.n Y''>�"�y ' i%r., r f: N Reg:,215-N0168763A-00003A-M25A Registration.Date/Time: 2015/06/23 20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms �• - February 2013 INSTALLATION CERTIFICATE CF-411-MECH-25 Refrigerant Charge Verification - Standard Measurement Procedure (Page 6 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Standard Charge Measurement Summary: System shall pass both refrigerant charge criteria, metering device criteria (if applicable), and minimum cooling coil airflow criteria based on measurements taken concurrently during system operation. If, corrective actions were taken, all,applicable verification criteria must be re -measured and/or recalculated. CSLB License: System 5 • System 6 System 7 - Sample Group # (if applicable):r,N/A System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC in a HERS sample group' HERS Rater Information Ca10ERTS Certificate # CC1-1799041412 HVAC 5) HVAC 6) 7) Responsible Rater's Signature: System meets all refrigerant charge Robert Buchus Responsible Rater's Certification Number w/ this Date Signed: 6/18/2015 ' HERS Provider: and airflow requirements. PASS_ PASS PASS Enter Pass or Fail ® Residential Appendix RA3.2.2 requires that if the outdoor temperature is between 55°F and 65°F the return air dry bulb temperature shall be maintained above 70°F during the Standard Charge Measurement 1 • Procedure. The signature of the Responsible Person in the declaration statement below certifies this requirement has been met for all applicable system verifications'reported on this >certificate. DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. ` I am the certified HERS'rater who performed the verification services identified and reported on this certificate (responsible rater). • The -installed feature, material, component, or manufactured device requiring HERS verification that is. identified on this certificate (the installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency. •The info ymation reported on appliYable sections oP,the Installation;Certificate(s');(CF 6R)signed and submitted by the person(s) responsible.for the installation conforrms to the requirements specified!on the Certificate(s) of Compli,ance/(CF;'1R) approved �by`,the�enforcement.`agenc 4 L v- k" Builder,or;Installer�informatiori as shown on:the'Installation-Certificate.,(CF-6R),M IZ•4')~•,.,el? Com anName Installin 'Subcontractor J .GenealCon�t ctor,orB�uide�r/Oww er).h ` ° -��`��• ' Ak,�c�. EFFICIENT AIR(CONDITIONING?�^'' ' �,,, •��> Responsible Person's Name: CSLB License: ]ames1lia""� ti _ 881926 HERS Provider Data Reg istry.Information r Sample Group # (if applicable):r,N/A ® tested/verified dwelling ❑ not-tested/verified dwelling g in a HERS sample group' HERS Rater Information Ca10ERTS Certificate # CC1-1799041412 HERS Rater Company Name: , Advancing Home Performance, Inc. Responsible Rater's Name: Responsible Rater's Signature: Robert Bachus Robert Buchus Responsible Rater's Certification Number w/ this Date Signed: 6/18/2015 ' HERS Provider: CC2005695 Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23'20:21:35 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms ; February 2013 • r, - "s •try '' T . .• � L • r • ' j't P � d ` • _ `' 1 .. .• , •. .y — , ... • - * .f� ..i *.. -!` {s. w • `4 Lyn'. y' LLf Y ` fit' f � ••� �j E ; i� Y ''c'� � ti-$ � � + �� ' �'M� �w., fir.... }�'� f� � y,� . • � ' l �} " a z � L^ • -w +r �� Ste^* r�..�."e's' ��Y�� .y � 1 x '�"� . jA °`,.%,. "''y;..'n Y'Ks' k!. r .4'•Y•.,,n3Fr ✓...�`u� .'k' s.r •era.t f` . ' .Tip. �^- �•7�.. �..i, '� .?� r . i .r .. � Reg: 215-N0168763A-00003A-M25A Registration Date/Time: 2015/06/23 20:21:35 HERS,Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms • i' February 2013 :NSTALLATION CERTIFICATE CF-6R-MECH-23-HER! /erification of High EER Equipment (Page 1 of 1 Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Verification of High EER Equipment Procedures for verification of High EER Equipment are described in Reference Residential Appendix RA3.4. For dwelling units with multiple systems, the procedures must be applied to each system separately. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwellin4 as applicable. ' ` ' 1 System Name or Identification/Tag System 1 (master System 2 (office System 3 (great System 4 (kitchen CSLB License: Date Signed: HVAC 1) entry HVAC 2) dining HVAC 3) entry. HVAC 4) 2 System Location or Area Served MASTER OFFICE ENTRY Great dining KITCHEN ENTRY 3 Certified EER Rating of the installed 12 12. 12 12 equipment (Btu/Watt-hr) 4 Make and Model Number of the YORK YORK YORK YORK installed Outdoor Unit YCJF60241S2A YCJF60S41S2A YCJF60S41S2A YCJF36S41S1A 5 Make and Model Number of the ADP 'ADP ADP ADP installed Inside Coil CV60OC6 CV60OC6 CV600CS CV360A6 6 Make and Model Number of the YORK YORK YORK YORK installed Furnace or Air Handler. TMLX10OC20MP11C TMLX10OC20MP11C TMLX10OC20MP11C TML060Al2MP11C Minimum Equipment EER required = 7 for compliance as reported on the '12 12 12 12 CF -1R ® When a high EER system specification includes a time delay relay, the installation of the time delay relay must be verified for, compliance credit. Refer to Reference Residential Appendix RA3.4,3 for the Time Delay Relay Verification Procedure. ' ® When installation of specific matched equipment is necessary to achieve a high EER, installation of the specific equipment must be verified for compliance credit. Refer to Reference Residential Appendix RA3.4.3 for the Matched Equipment Verification Procedure. If the Certified EER Rating in row -3 is equal to or greater than the ' 8 required minimum EER in row 7,'',the PASS PASS :PASS PASS unit complies. If the unit complies enter Pass � `� .- t .tow ., �W ¢TI w`�:`'� ., ty �+�_ � }��. '•�°'^ .4�. .. .... r DECLARATION STATEMENT 1i ` . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am eligible under Division 3 of the Business and Professions Code'to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to ` take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -1R) form approved by the enforcement agency that identifies thespecific requirements for the installation. I certify that the requirements detailed on the CF -1R that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and beginning October 1, 2010, for all low-rise residential buildings. 4 ` Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: James Elia James Elio CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Control Name of TPQCP (if applicable): Program (TPQCP)? ❑ Yes ❑ No ' ' Reg: 215-N0168763A-M2300002A-0000 Registration Date/Time: 2015/06/23 19:27:57. ,HERS:Provider: CalCERTS, Inc. 2008 Residential Compliance Forms • August 2009 N Z1� INSTALLATION CERTIFICATE CF-6R-MECH-23-HERS Verification of High EER Equipment , " (Page 1 of 1) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwetfier, , La Quinta CA 92253 City of La Quin ta SFD-14859 Verification of High EER Equipment Procedures for verification of High EER Equipment are described in Reference Residential Appendix RA3.4. For dwelling units with multiple systems, the procedures must be applied to each system separately. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an. additional form(s) for any . additional systems in the dwelling as applicable. 1 System Name or Identification/Tag System 5 (guest 1 2 System 6 (laundry System 7 (guest System 8 (equip CSLB License: Date Signed: HVAC 5) hall HVAC 6) HVAC 7) HVAC 8) Is this installation monitored by a Third Party Quality Control Name of TPQCP (if applicable): r Program (TPQCP)? ❑ Yes ❑ No NOT 2 System Location or Area Served GUEST 1 & 2 LAUNDRY HALL GUEST - CASITA REQUIRED ' PER CF -111 3 Certified EER Rating of the installed 12 12.5 ` 12 equipment (Btu/Watt-hr) 4 Make and Model Number of the installed YORK YORK YORK Outdoor Unit YCJF36S41S1A YCJF24S41S1A YCJ1F60S41S24 S Make and Model Number of the installed ADP ADP ADP Inside Coil CV360A6 CV360A6 CV60OC6 6 Make and Model Number of the installed YORK YORK YORK Furnace or Air Handler. TMLX06OAl2MP11C TMLX060Al2MP11C TMLX10OC20MP11C 7 Minimum Equipment EER required for 12 12 12 compliance as reported on the CF -1R I ® When a high EER system specification includes a time delay relay, the installation of the time delay relay must be verified for compliance credit. Refer to Reference Residential Appendix RA3.4.3 for the Time Delay Relay Verification Procedure. " ® When installation of specific matched equipment is necessary to achieve a high EER, installation of the specific equipment must be verified for compliance credit. Refer to Reference Residential Appendix RA3.4.3 for the Matched Equipment Verification Procedure. If the Certified EER Rating in row 3 is 8 equal to or greater than the required PASS PASS PASS minimum EER in row 7, the unit complies. If,the unit complies enter Pass;fp, � .. _ `wi�,P �`.. r 't i Cwt !' •dj'S DECLARATION STATEMENT . • y . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -111) form approved by the enforcement agency that identifies the specific requirements for' the installation. I certify that the requirements detailed on the CF -111 that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and beoinninq October 1, 2010, for all low-rise residential buildinas. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: , James Elia James Elio CSLB License: Date Signed: Position With Company (Title): 881926 5/1/2015 Owner Is this installation monitored by a Third Party Quality Control Name of TPQCP (if applicable): r Program (TPQCP)? ❑ Yes ❑ No Reg: 215-N0168763A-M2300002A-0000 ^Registration Date/Time: 2015/06/23 19:27:57 HERS -Provider: CalCERTS, Inc. 2008 Residential Compliance Forms , _ August 2009 f a W r N Note: If installation of a Charge Indicator Display (CID) is utilized as an alternative to refrigerant charge verification . for compliance, a MECH-24 Certificate (instead of this MECH-25 Certificate) should be used to. demonstrate compliance with the refrigerant charge verification requirement. TMAH and STMS are not required for compliance, when a CID is utilized for compliance. As many as 4 systems in -the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. Temperature Measurement Access Holes (TMAH) and Saturation Temperature Measurement Sensors (STMS) Procedures for installing TMAH are specified in Reference Residential Appendix RA3.2. If refrigerant charge verification is required for compliance, TMAH are also required for compliance, unless the TMAH Compliance Option is chosen. } STMS are only required for completely new or replacement space -conditioning systems that utilize prescriptive r compliance method. TMAH - Access Holes in Supply and Return Plenums of Air Handler System 1 System 2 System 3 (great System 4 System Name or Identification/Tag I (master HVAC (office entry dining HVAC 3) (kitchen entry 1) HVAC 2) HVAC 4) System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY Note: If installation of a Charge Indicator Display (CID) is utilized as an alternative to refrigerant charge verification . for compliance, a MECH-24 Certificate (instead of this MECH-25 Certificate) should be used to. demonstrate compliance with the refrigerant charge verification requirement. TMAH and STMS are not required for compliance, when a CID is utilized for compliance. As many as 4 systems in -the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. Temperature Measurement Access Holes (TMAH) and Saturation Temperature Measurement Sensors (STMS) Procedures for installing TMAH are specified in Reference Residential Appendix RA3.2. If refrigerant charge verification is required for compliance, TMAH are also required for compliance, unless the TMAH Compliance Option is chosen. } STMS are only required for completely new or replacement space -conditioning systems that utilize prescriptive r compliance method. TMAH - Access Holes in Supply and Return Plenums of Air Handler • • • J Y Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms ., March 2013 1 System 1 System 2 System 3 (great System 4 System Name or Identification/Tag I (master HVAC (office entry dining HVAC 3) (kitchen entry 1) HVAC 2) HVAC 4) System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY 5/16 inch (8 mm) access hole upstream of evaporative coil in -the ®Yes ° ®Yes ®Yes ®Yes 1 return plenum and labeled 4 according'toxFigure in Section` 10 No K . ❑,No -0No , k• ❑ No RA3:22:2.2. .orf�tr �. .• la Return''side of the duct's stem is f; located entirely within, co ditioned . space4and return airFlowj./,.. ' ar,� ❑ es ��''� y " ;D Yes. • �� ❑Yes ..v ❑Yes k� �r�. ' temperature to be measured ❑ No; t i� ❑ No y r. r ❑ No y ` ❑�No return grille. 5/16 inch (8 mm) access hole 2 downstream of. evaporative coil in the supply plenum and labeled ® Yes ® Yes ® Yes ' ® Yes according to Figure.in Section ❑ No t ❑ No , ❑ No . ❑ No , RA3.2.2.2.2. ; The TMAH Compliance Option should be checked only if it is physically impossible to drill the TMAH as required by Section RA3.2.2.2.2. Using this Compliance Option requires the HVAC installer to annotate on the HERS Provider's data registry an explanation as to why the TMAH cannot be installed on the system, and photographs of the equipment on which the TMAH cannot be installed. Use of this Compliance Option also, requires,. minimum'airflow verification through the direct measurement of airflow per RA3.3 For more information see httD://www.energy.ca.gov/title24/2008standards/sbecial case aoDliance/" TMAH Compliance Option ❑ p ❑ ❑ Yes to 1 and 2, or Yes to la and 2, or checking the TMAH Compliance Option, ® Pass ® Pass • ® Pass ® Pass,'- is a pass. ❑ Fail ❑ Fail ❑ Fail ❑ Fail ' Enter Pass or Fail 1.. • • • J Y Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms ., March 2013 1 A. INSTALLATION CERTIFICATE CF-6R-MECH-2S-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 2 of 6) Site Address:Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 System 1 (master System 2 (office 3 (great INSTALLATION CERTIFICATE CF-6R-MECH-2S-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 2 of 6) Site Address:Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 STMS- Sensor on the Condenser Coil • - L System Name or System 1 (master System 2 (office 3 (great System 4 (kitchen Identification/Tag HVAC 1) entry HVAC 2) dining HVAC 3) entry HVAC 4) STMS - Sensor on the Evaporator Coil ' methods/specifications approved by the Executive Director. I- ❑ Yes ❑ No 1 ❑ Yes ❑ No - ❑ Yes ❑ No []Yes ❑ No System Name or The sensor wire is terminated with a standard mini plug suitable for connection to a digital thermometer. The System 1 (master System 2 (office •System through the condenser coil ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 5 IThe sensor measures the saturation temperature of the coil within 1.3 degrees F 4❑Yes ; ❑ Nom '77JI Yes ❑.No• ❑°:Yes ❑ No 777 . ❑Yes ❑ No "§ ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ` ❑ Yes ❑ No Yes to 3, 4, and 5isa ❑ Yes ❑ No STMS- Sensor on the Condenser Coil • - L System Name or System 1 (master System 2 (office 3 (great System 4 (kitchen Identification/Tag HVAC 1) entry HVAC 2) dining HVAC 3) entry HVAC 4) 3 The sensor is factory installed, or field installed according to manufacturer's specifications, or is installed by methods/specifications approved by the Executive Director. I- ❑ Yes ❑ No 1 ❑ Yes ❑ No - ❑ Yes ❑ No []Yes ❑ No The sensor wire is terminated with a standard mini plug suitable for connection to a digital thermometer. The 4 sensor mini plug is accessible to the installing technician and the HERS rater without changing the airflow through the condenser coil ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 5 IThe sensor measures the saturation temperature of the coil within 1.3 degrees F 4❑Yes ; ❑ Nom '77JI Yes ❑.No• ❑°:Yes ❑ No 777 . ❑Yes ❑ No "§ ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ` ❑ Yes ❑ No Yes to 3, 4, and 5isa ❑ Yes ❑ No Yes to 6, 7, and 8isa ;- pass. Enter N/A if STMS are not ® N/A ® N/A - ® N/A ' - ® N/A- .: applicable. ❑pass 13 Pass, ❑Pass 13 Pass Otherwise enter Pass or [I Fail 13 Fail El Fail_ , " ❑ Fail ' Fail ❑ Fail Fail STMS- Sensor on the Condenser Coil • - L System Name or System 1 (master System 2 (office System 3 (great System 4 (kitchen Identification/Tag HVAC 1) entry HVAC 2) dining HVAC 3) entry HVAC 4) 6 The sensor,,is•factory installed, field installedtaccording to manufacturery's,spec.i_fi cations, or., is installed by ',.`� ', methods%specifications approved by;the_ExecutiVe Director• .;.., v J. p Yes' ❑ No '; QjYes ❑sNo'.� � ; ® Yes .❑ No',,'f_:- ,:❑,Yes ❑ No . The sensor wire is terminated with"a standard mi,ni;plug'suitable for connection to a digital,thermometer. The F_ F 7 sensor, mini plug,is accessible to the installing technician and the HERS rater without changing the airflowl`` through theCQn'd' nser,;coil �,-1► 4❑Yes ; ❑ Nom '77JI Yes ❑.No• ❑°:Yes ❑ No 777 . ❑Yes ❑ No "§ ]The sensor measures the saturation temperature of the coil within 1.3 degrees F - r0 Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes to 6, 7, and 8isa ;- pass. Enter N/A if STMS are not ' ❑ N/A ❑ N/A ❑ N/A 13 N/A applicable. ❑pass El Pass ❑Pass ❑Pass Otherwise enter Pass or ❑ Fail ❑ Fail • El Fail ❑ Fail Fail - x- t' * Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23-19:31:20 HERS Provider: CalCERTS, Inc. 2008 Residential Compliancejorms r f March 2013. "4 NSTALLATION CERTIFICATE' CF-6R-MECH-25-HER refrigerant Charge Verification - Standard Measurement Procedure (Page 3 of 6 lite Address: Enforcement Agency: Permit Number: 52-457 Meriwether, , La Quinta CA 92253 1 City of La Quinta SFD-14859 Standard Charge Measurement Procedure (for use if outdoor air dry-bulb temperature is 55°F or above) Procedures for determining Refrigerant Charge using the Standard Charge Measurement Procedure are available in Reference Residential Appendix RA3.2. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. • The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. • The system must meet minimum airflow requirements as prerequisite for a valid refrigerant charge test. • If outdoor air dry-bulb temperature is less than 55°F, the installer must use the RA3.2.3 Alternate Charge Measurement Procedure (Weigh -In Charging Method). If the Weigh -In Method is used, the dwelling cannot be included in a sample group for HERS verification compliance.) Space Conditioning Systems Calibraf on_of Diagnostic`Instrum nts �� '. xt.+'r ; # { -�-•— - Date of Refrigerant Gauge�Calibration( System 1 System 2 System 3 System 4 System Name or Identification/Tag - (masteF HVAC (office entry (great dining (kitchen entry ; <� , 1) HVAC 2) HVAC 3) HVAC 4) System Location or Area Served MASTER OFFICE ENTRY GREAT DINING KITCHEN ENTRY Outdoor Unit Serial # WlC5528606 WiC5588357 WiN4360637 WlDS619420 Outdoor Unit Make YORK YORK YORK YORK Outdoor Unit Model r YC]F60S41S2A YC]F60S41S2A YC3F60S41S2A YC]F36S41S1A Nominal Cooling Capacity 5 Tons 5 Tons 5 Tons 3 Tons F Date of Verification_ _ _. 6/18/2015 6/18/2015 6/18/-2015 6/18/2015 Calibraf on_of Diagnostic`Instrum nts �� '. xt.+'r ; # { -�-•— - Date of Refrigerant Gauge�Calibration( �.. '*6/1/2015 (must�be re -calibrated monthly) ei d l. -*q7 #Y:" �' i `+ 0:. t. :'' a+^ ;' vi v i-,• .jWo3 'y' � � •„• • a {:.y,a. y,�„s-c,a, Date of Thermocouple,Calibrationr� ';��x .+y a#' � i-�,,.�"s ,1uar ' 4 , r 6/1-/2015F . �-#rT'i'�� •.r,c �. �.�i'$ (must $e re -calibrated monthly) r . ; <� , 1) Measured Temperatures (OF) - Return (evaporator entering) air wet -bulb System 1 System 2 System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry Evaporator saturation temperature 1) HVAC 2) HVAC 3) HVAC 4) Supply (evaporator leaving) air dry-bulb temperature (Tsu I db) ' r 127.9- 124.6 Return (evaporator entering) air dry-bulb temperature (Treturn db) 61.3 , 70.6 - 66.3 68.3 Return (evaporator entering) air wet -bulb temperature (Treturn wb) ' Evaporator saturation temperature 43.4 49 46.8 45.5 (Teva orator sat) Condensor saturation temperature (Tcondensor, 117.3' 126.8 127.9- 124.6 sat) Suction line temperature (Tsuction) 61.3 , 70.6 - 66.3 68.3 Liquid Line Temperature (Tliquid) 106.3 117.6 118.1 -114.3 Condenser (entering) air dry-bulb temperature 81 83 ' .80 83 (Tcondenser, db) , . Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23°19:31:20 HERS Provider:_Ca10ERTS, Inc. 2008 Residential Compliance Forms • March 2013 ._ • r r A r .. • Its ... •4 vi ,r R .. System 1 System 2 System 3 System 4 •f INSTALLATION CERTIFICATE CF-611-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 4 of 6) Site Address:Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 ` Minimum Airflow Requirement Temperature Split Method Calculations for determining Minimum Airflow Requirement for Refrigerant _ Charge Verification'. The temperature split method is specified in Reference Residential Appendix RA3.2. System 1 System 2 System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) ., Calculate: Actual Temperature Split = Treturn db - Tsupply, db Target Temperature Split from Table RA3.2-3 using Treturn wb and Treturn db Calculate difference: Actual Temperature , Split - Target Temperature Split = Passes if difference is between -3°F and " +3°F or, upon remeasurement, if between k -3°F and -100°F Enter Pass or Fail Y ` Note: Temperature Split Method Calculation isnot necessary if actual Cooling Coil Airflow is verified using one of the airflow measurement procedures specified in Reference Residential Appendix RA3.3. If actual cooling coil airflow is measured, the value must be equal to or greater than the Calculated Minimum Airflow Requirement in the table' below. - CalculatedyyM�inirri�gum Airflow Requirement�ytr`(.CgFM)=�Nominyal Coolmgw*Capacityyy'(ton)X-300 (cfm/ton) 1.7 (' .si;4, SystemeT; System 2 System 3- ^= ,System 4 1`(kitchen•entry` System Name or Iden tification%Tagg �� key (master HVAC °"" I (office entry (great dining- d�a3 1) �jHVAC 2)i11:�'� .,....HVAC 3) `! I VAC)4)' Calculated"Minimum Airflow Requirement ; + r S" Yz a R' 1500x" 1500 15000 4+ 90 0: (CFM) tt _?", r ,� {., K • a w: } 1 • 1 . Measured Airflow using RA3.3procedures 1 1505 '1547 " 1517 908 Measurement Method * ` Flow Grid, Flow Grid Flow Grid Flow Grid Passes if measured airflow is greater than , or equal to the calculated minimum airflow PASS PASS PASS PASS " requirement. ` Enter Pass or Fail ' f � •=tier - �- .c ,, ' Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 r- HERS,Provider:.Ca10ERTS, Inc. 2008 Residential Compliance Forms ? ti March 2013 t INSTALLATION CERTIFICATE CF-6R-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 5 of 6) Site Address:Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quin, SFD-14859 Superheat Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for fixed orifice metering device systems -� - S11j .. System 1 System 2 System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry ' 1) HVAC 2) HVAC 3) HVAC 4) Calculate: Actual Superheat = "- 9.2 9.8 10.3 Tsuction - Teva orator sat Target Superheat from Table RA3.2-2 using 12 . 12 , 12 .12 Treturn wb and Tcondenser, db Calculate difference: 4-25 2.8 r ,5: 212 r Actual Superheat - Target Superheat _ ; ; • _. ��, System passes if difference is between -5°F t;:13F PASS r ' . � ; PASS PASS PASS:!.,Entr'Pass,or and +5°F _�� PASS PASS _° Enter Pass or Fail { Subcooling Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. -� - S11j .. System 1 System 2 System 3 System 4 System Name or Identificatiori/Tag (master HVAC (office entry (great dining (kitchen entry ' 1) HVAC 2) HVAC 3) HVAC 4) Calculate: Actual Subcooling =1 11.0 9.2 9.8 10.3 Tcondenser, sat - Tli uid Target Subcooling specified by manufacturer 12 . 12 , 12 .12 manufacturer's specifications (or use range Calculate difference.t- Actual Subcooling 4-25 2.8 r ,5: 212 -1.7 IfTarget '91,17 ; ; • _. ��, System passes if difference«is between ° -3 F and:+.3 F� t;:13F PASS r ' . � ; PASS PASS PASS:!.,Entr'Pass,or Fail _�� PASS PASS _° 'V.K: ..0 J"-. Metering' Device Calculationspfor.'Ref rigerant�Charge Verifications; This',procedure-is,required to be used`for ' thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. ' -� - S11j .. System 1 System 2 System 3 System 4 System Name or Identification/Tag (master HVAC (office entry (great dining (kitchen entry 1) HVAC 2) HVAC 3) HVAC 4) Calculate: Actual Superheat 17.9. 21.6 19.5 22.8 Tsuction - Teva orator sat ': Enter allowable superheat range from manufacturer's specifications (or use range between 4°F and 25°F if manufacturer's, 4-25 4-25 4-25 4-25 specification is not available) System passes if actual superheat is within the allowable superheat range ' PASS . , PASS PASS ,. PASS Enter Pass or Fail r Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31;20, HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forma .. March,2013 INSTALLATION CERTIFICATE - CF-6R-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 6 of 6) Site Address: Enforcement Agency: Permit Number: . 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Standard Charge Measurement Summary: System shall pass both refrigerant charge criteria, metering device criteria (if applicable), and minimum cooling coil " airflow criteria based on measurements taken concurrently during system operation. If corrective actions were taken, all applicable verification criteria must be re -measured and/or recalculated. James Elia System 1 System 2 System 3. System 4 System Name or Identification/Tag (master. HVAC (office entry (great dining (kitchen entry Control Program (TPQCP)? _ ❑ Yes ❑ No 1) HVAC 2) HVAC 3) HVAC 4) System meets all refrigerant charge and airflow requirements. PASS PASS PASS PASS Enter Pass or Fail ® Residential Appendix RA3.2.2 requires that if the outdoor temperature is between 55°F and 65°F the return air dry- bulb temperature shall be maintained above 70°F during the Standard Charge Measurement Procedure. The, . signature of the Responsible Person in the declaration'statement below certifies this requirement has been met for all applicable system verifications reported on this certificate. DECLARATION STATEMENT , . I certify under penalty of perjury, under the laws of the State of•California, the information. provided on this form is true and correct. - - ' . I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. V• I ' . I understand that a HERS rater will, check the installation to verify compliance, and that that if such checking identifies defects, I am,required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater -,.Mand if those installations failito,-,meet;the,requi aements,o�such quality assurance checking, the required corrective,action and additional checking/te"sting of%otFier istallations'mythat HERS sample groupt' ill beT.performed at my -x # -� { . I reviewedba copy of the �Certificate of Compliance (CF�,1R) form approved byithe enforcement agency,tWat identifies the specific requirements for the installation+} I:certify"that the requirements detailed on:the CF -1'R thi t apply to,the inst_9lliation.have �ybeen met � , e ifr� Sr sr. � 4r �`1p . I will ensure that aEcompleted,signed copy)ofthisFInstallation•Certificate shall be posted,}orLmade available witRh�J`" ' the building permits) issued`forAthe'building, and.made availabletoxthe e`nforceme�nt`agencysfo_r,all'apof6lil-- inspections. I understand thata'signed'copy of this Iristallation`Certificate is'required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from,a HERS'`provider data 'registry for multiple orientation alternatives, and beginning October 1, 2010, for all low-rise residential buildings,\ ,l • r Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) , EFFICIENT AIR CONDITIONING Responsible Person's Name`%,• Responsible Person's Signature: James Elia James Elia CSLB License: Date Signed: Position With Company (Title): 881926 16/30/2014 Owner Is this installation monitored by a Third Party Quality Name of TPQCP (if applicable): Control Program (TPQCP)? _ ❑ Yes ❑ No F r S s L . • S Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 HERS Provider:.Ca10ERTS, Inc. 2008 Residential Compliance Forms March 2013 INSTALLATION CERTIFICATE CF-611-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 1 of 6) Site Address: Enforcement Agency:- Permit Number: 52-457 Meriwether , La Quinta CA 92253 City of La Quinta, I SFD-14859 -- Note: If installation of a Charge Indicator Display (CID) is utilized as an alternative to refrigerant charge verification for compliance, a MECH-24 Certificate (instead of this MECH-25 Certificate) should be used to demonstrate compliance with the refrigerant charge verification requirement. TMAH and STMS are not required for compliance when a CID is utilized for compliance. ; As many as 4 systems in the dwelling can be documented for compliance using this,form. Attach an additional form(s) for any additional systems in the dwelling as applicable. Temperature Measurement Access Holes (TMAH) and Saturation Temperature Measurement Sensors ' (STMS) Procedures for installing TMAH are specified in Reference Residential Appendix RA3.2. If refrigerant charge verification is required for compliance, TMAH are also required for compliance, unless the TMAH Compliance Option is chosen. STMS are only required for completely new or replacement space conditioning systems that utilize prescriptive compliance method. K TMAH - Access Holes in Supply and Return Plenums of Air Handler _ System Name or, Identification/Tag System 5 (guest 1 2 System 6 '(laundry hall System 7 guest HVAC 7) System 8 (equip HVAC 8) ' HVAC 5) HVAC 6) System Location or Area Served GUEST 1 & 2 . LAUNDRY HALL GUEST - CASITA I 5/16 inch (8 mm) access Bole 1 upstream of evaporative coil in the return perrum�and labeled accordin oto Fi ure in Sections 9 9 ^❑°No„a "?� NeZ77, J pYNo r _ _ ®Yes _ y p,Yes ❑ No . j Ali; _, A la Returmside of they0duct system is located entire) witMn`conditioned p Y� s ace.and return airflow >.- �,k �'� " ❑Yes cf ❑Yes r ¢ M- ❑ Yes k T `� �. ❑ Yes - tempe�at re tosbe measured -at the'''"❑ No'+ q No x.�❑SNo �": ❑No>; -rel! 'j -<: ,+a:t.. '+. 9,5.7' £1'�r i?...,•y R return grille.` 5/16 inch.(8•mm) access hole 4 2 downstream of'evaporative coil in the supply plenum and labeled ®Yes ®Yes ®Yes ` ❑Yes according to Figure in Section ❑ No ❑ No ❑ No ❑ No RA3.2.2.2.2. The TMAH Compliance Option''should be checked only if it is physically impossible to drill the TMAH as required by Section RA3.2.2.2.2. Using this Compliance Option requires the HVAC installer to annotate on the HERS Provider's data registry an explanation as to why the TMAH cannot be installed on the system, and photographs of the equipment on which the TMAH cannot be installed. Use of this Compliance Option also requires minimum airflow verification through the direct measurement of airflow per RA3.3 For more information see http://www.enerov,ca.aov/title24/2008standards/special case appliance/ , TMAH Compliance Option ❑ ❑ ❑ ❑ Yes to 1 and 2, or Yes to la and 2, or checking the TMAH Compliance Option, ® Pass ® Pass ® Pass ❑ Pass is a pass. ❑ Fail ❑ Fail' ' ❑ Fail ❑ Fail Enter Pass or Fail Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20, HERS Pr_ovider:,CalCERTS, Inc. 2008 Residential Compliance Forms March 2013 r iTALLATION CERTIFICATE t CF-611-MECH-25-1-1I 'rigerant Charge Verification - Standard Measurement Procedure (Page 2 of :e Address:Enforcement Agency: Permit Number: -457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 • STMS - Sensor on the Evaporator Coil i System Name or System 5 (guest i System 6 (laundry System 7 (guest Identification/Tag 2 HVAC 5) 1 hall HVAC 6) HVAC 7) 6 The sensor is factory installed, or field installed according to manufacturer's specifications, or is installed by 3 methods/specifications approved by the Executive Director. - ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No The sensor wire is terminated with a standard mini plug suitable for connection to a digital thermometer. The ; 4 sensor mini plug is accessible to the installing technician and the HERS rater without changing the airflow through the condenser coil ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 5 IThe sensor measures the saturation temperature of the coil within 1.3 degrees F - ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes to 3, 4, and 5 is a pass. Enter N/A if.STMS are.not ® N/A ® N/A ® N/A ` ❑ N/A applicable. ❑ Pass ❑ Pass ❑_Pass ❑ Pass Otherwise enter Pass or ❑ Fail `.❑ Fail ❑ Fail ❑ Fail Fail ` STMS - Sensor on the Condenser Coil System Name or System 5 (guest 1 System 6 (laundry System 7 (guest Identification/Tag A2 HVAC 5) hall HVAC 6) HVAC 7) 6 The.sensorxisxfaetory installed :Kor field�installedxaccordingtoamanufacturerss specification.'s,or.is installed by Director- methods/specifications approved, bypthe Exeecutive •1l ..ted° t'. ❑Yes' ❑ No :❑fYes No;?;s ❑Yes ❑ N.o,:.^ ❑.Yes No The sensor wire is terrriinatedswith astandard mmiiplug suitable';for.connection'to a did ital'thecmoroeter The'' 7 sensor mini plug is a cessitile to the installing technician and'the HERS,rater without changingxthe airffl�owOF through-Ethercondenser coil ,6'? y-'0 • -„441 Yes)❑ N60”, 4r- 0,Yes•10Ao = . ❑`Yes- ❑ No F._ ❑ Yes ❑ No 8 IThe sensor measures the saturation temperature of the coil within 1.3 degrees F' - j'❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No, Yes to 6, 7, and 8 is a `- pass."- Enter N/A if STMS are not ❑ N/A ❑ N/A ❑ N/A ❑ N/A applicable. p Pass ❑ Pass '❑ Pass ❑ Pass Otherwise enter Pass or ❑ Fail ° r 13 Fail ❑ Fail ❑ Fail Fail Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 HERS Provider: CalCERTS, Inc. + 2008 Residential Compliance Forms ' _.. March 2013 - a , , *.. t•. `. .V�� • :may � .. Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 HERS Provider: CalCERTS, Inc. + 2008 Residential Compliance Forms ' _.. March 2013 - a , INSTALLATION CERTIFICATE CF-6R-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 3 of 6) Site Address: Enforcement Agency: Permit Number: •, 52-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Standard Charge Measurement Procedure (for use if outdoor air dry` --bulb temperature is 55°F or above) Procedures for determining Refrigerant Charge using the Standard Charge Measurement Procedure are available in Reference Residential Appendix RA3.2. As many as 4 systems in the dwelling can be documented for compliance using this form. Attach an additional form(s) for any additional systems in the dwelling as applicable. • The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. + • I • The system must meet minimum airflow requirements as prerequisite for a valid refrigerant charge test. { • If outdoor air dry-bulb temperature is less than 55°F, the installer must use the RA3.2.3 Alternate Charge Measurement Procedure (Weigh -In Charging Method). If the Weigh -In Method is used, the dwelling cannot be . included in a sample group for HERS verification compliance.) Space Conditioninq Svstems a e o .. ,'�• � � a.•i 18 2015 �• 2015�- :..6 15. ' Calibration of Diagnostic;Instruments - � 3 �f W 410,1 -. Vt Y Date of Refrigerant GaugesCalibration'06/01/2015r System 5 1System 6 System 7 System 8 System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC (equip HVAC Evaporator saturation temperature HVAC 5) HVAC 6) 7) 8) System Location or Area Served GUEST 1 & 2 LAUNDRY ' GUEST - temperature (Tsu I db) 126.3 HALL CASITA Outdoor Unit Serial # WiF4839472. WlA5394205 WIC5588353 Outdoor Unit Make !�: YORK YORK YORK ° { a Outdoor Unit,Model '� YCJF36S41S1A YC]F24S1S1A YC]F60S41S2A Nominal Cooling Capacity 3 Tons 2 Tons 5 Tons - (Tcondenser db) ' Date f Verification o�. fila ,%y',- 5 k / r i • /20: .�►'». 6/18/26 a e o .. ,'�• � � a.•i 18 2015 �• 2015�- :..6 15. ' Calibration of Diagnostic;Instruments - � 3 �f W 410,1 -. Vt Y Date of Refrigerant GaugesCalibration'06/01/2015r —�+ : ..., a ••. 77 sem; Atou ''. 0 a "�7 , err': r , (must -be re calibratedmonthly) System 7 System Name or Identification/Tag Date of Theermocouple Calibration .- 06/01/2015- (must be re -calibrated monthly)' Evaporator saturation temperature HVAC 5) Measured Temperatures (°F); `. _. ." System 5 System 6 System 7 System Name or Identification/Tag (guest 12 (laundry hall' (guest HVAC Evaporator saturation temperature HVAC 5) HVAC 6) 7) Supply (evaporator leaving) air dry-bulb temperature (Tsu I db) 126.3 1 128.7 Return (evaporator entering) air dry-bulb , ; temperature (Treturn db) 69.5 74.9 74.1 { Return (evaporator entering) air wet -bulb temperature (Treturn wb) Evaporator saturation temperature 47.8 54.3 49:7 (Teva orator sat) Condensor saturation temperature (Tcondensor, 126.3 125.8 128.7 sat) , Suction line temperature (Tsuction) 69.5 74.9 74.1 { Liquid Line Temperature (Tliquid) 117.2 114.9 116.6 Condenser (entering) air dry-bulb temperature 82 80 82 - (Tcondenser db) ' Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19:31:20 HE_RS,Provider:,Ca10ERTS, Inc. 2008 Residential Compliance Forms March 2013- Return 013- ' •. INSTALLATION CERTIFICATE CF-6R-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 4 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 [City of La Quinta SFD-14859 Minimum Airflow Requirement •(. r Temperature Split Method Calculations for determining Minimum Airflow Requirement for Refrigerant_ . • Y System 5 System 6 System 7 ' ' •. INSTALLATION CERTIFICATE CF-6R-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 4 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether , La Quinta CA 92253 [City of La Quinta SFD-14859 Minimum Airflow Requirement •(. r Temperature Split Method Calculations for determining Minimum Airflow Requirement for Refrigerant_ . Charge Verification. The temperature split method is specified in Reference Residential Appendix RA3.2. System 5 System 6 System 7 ' System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC 7) . ' HVAC 5) -HVAC 6)W Calculate: Actual Temperature Split = Treturn, = db - Tsupply, db ' Target Temperature Split from Table RA3.2-3 using Treturn wb and Treturn db Calculate difference: Actual Temperature Split - Target Temperature Split = Passes if difference is between -3°F and +3°F - or, upon remeasurement, if between -3°F and - -100°F Enter Pass or Fail y Note: Temperature Split Method -Calculation is not necessary if actual Cooling Coil Airflow is verified using one of the airflow measurement procedures specified in Reference Residential Appendix RA3.3. If actual cooling coil airflow is measured, the value must be equal to or greater than the Calculated Minimum Airflow Requirement in. the table below. Calculated-Mii i'mu,m Airflow S.R�'epquireement. CFM) Nominal CoolinMCa�pacity4(ton)�X�300 (cfm/ton) System Name or Id enbfication/Ta,g ` stem 5j k(guest 1 2:z ? S stem 6� , (laundruy hall, System r7 , ' �+�:HVACS)`, HVAC 6)--•, (guestHVAC 7�)ra, ,r t• Calculated,Mmimum Airflow Requirement�r"� s., ;N• �s 0 00�,`1500T�='' (CFM) �' � � y�`,v* x Fr s t ter; Measured Airflow using RA3.S procedures (CFM)_. 909 694 1603 Measurement Method Flow Grid Flow Grid Flow Grid Passes if measured airflow is greater than or equal to the calculated minimum airflow PASS PASS PASS requirement. Enter Pass or Fail Reg: 215-N0168763A-00003A-0000 Registration•Date/Time: 2015/06/23 19:31:20 HERS•,Provider: CalCERTS, Inc. 2008 Residential Compliance Forms March 2013 i ISTALLATION CERTIFICATE CF-6R-MECH-25-HEF afrigerant Charge Verification - Standard Measurement Procedure (Page 5 of i ite Address: Enforcement Agency: Permit Number: 2-457 Meriwether , La Quinta CA 92253 City of La Quinta SFD-14859 Superheat Charge Method Calculations for Refrigerant Charge Verification. This procedure is required,to be used for fixed orifice metering device systems V System 5 System 6 System 7 ; System Name or Identification/Tag (guest 1 2 (laundry hall' (guest HVAC I • HVAC 5) HVAC 6) 7) Calculate: Actual Superheat = 9.1 • 10.9 12.1 Tsuction - Teva orator sat 12 12 12 Target Superheat from Table RtA3.2-2 using ; Treturn wb and Tcondenser, db Y 2 9'`'_, 1 0 1' . Calculate difference: .s: ) r,'. t., ...., Actual Superheat - Target Superheat = System passes if difference is between -5°F r�aPA! and +5°F PASS PASS PASS ` Enter Pass or Fail , Subcooling Charge Method Calculations for Refrigerant Charge Verification. This procedure is required to be used for thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. / System 5 System 6 System 7 System Name or Identification/Tag (guest 1.2 (laundry hall (guest HVAC I • HVAC 5) HVAC 6)' 7) Calculate: Actual Subcooling Tcondenser, sat - Tli uid ' 9.1 • 10.9 12.1 Target Subcooling specified by manufacturer 12 12 12 Enter allowable superheat range from ; Calculate difference,:*. Actual Subcooling Subcooling Y 2 9'`'_, 1 0 1' . -Target .s: ) r,'. t., ...., System passes if difference is b,��'etween -3°F aSS nil+3°F Ente Pass or Fail'��R131A�"PA r�aPA! **3:. ,"Of, &�f-AU9 X X,r . -- � Y%7 • f.` -L Ora. . Metering,Device`CalculationsJfor Refrigerant.'Charge,Verificatidn::This+procedurelis required to be used for thermostatic expansion valve (TXV) and electronic expansion valve (EXV) systems. ` / System 5 . System 6 System 7 System Name or Identification/Tag (guest 1 2 (laundry hall, (guest HVAC I • HVAC 5) HVAC 6) 7) Calculate: Actual 21.7 -Superheat=(° '20.6' 24.4 Tsuction - Teva orator sat Enter allowable superheat range from ; manufacturer's specifications (or use range 4-25 r 4-25, 4-25 . between 4°F and 25°F if manufacturer's specification is not available) System passes if actual superheat is within the �. allowable superheat range . PASS PASS PASS Enter Pass or Fail , n = sA - } Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23 19_:31:20 HERS Provider: CalCERTS, Inc. . 2008 Residential Compliance Forma March 2013 i INSTALLATION CERTIFICATE CF-6R-MECH-25-HERS Refrigerant Charge Verification - Standard Measurement Procedure (Page 6 of 6) Site Address: Enforcement Agency: Permit Number: 52-457 Meriwether, , La Quinta CA 92253 City of La Quinta SFD-14859 Standard Charge Measurement Summary: System shall pass both refrigerant charge criteria, metering device criteria (if applicable), and minimum cooling coil airflow criteria based on measurements taken concurrently during system operation. If corrective actions were taken, all applicable verification criteria must be re -measured and/or recalculated. James Elia System 5 System 6 System 7 System 8 System Name or Identification/Tag (guest 1 2 (laundry hall (guest HVAC . (equip HVAC 8) Control Program (TPQCP)? ❑ Yes ❑ No HVAC 5) HVAC 6) 7) System meets all refrigerant charge and airflow requirements. PASS ` PASS PASS Enter Pass or Fail ® Residential Appendix RA3.2.2 requires that if the outdoor temperature is between 55°F and 65°F the return air dry bulb temperature shall be maintained above 70°F during the Standard Charge Measurement Procedure. The signature of the Responsible Person in the declaration statement below certifies this requirement has been met for, all applicable system verifications reported on this certificate. DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form . is true and correct.. • • I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to`Lall applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. • I understand that a HERS rater will check the installation to verify'compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission . and HERS rpr,,oviderfrepresentat�ives wil�alsoAperform�quality{assurance checking,�o_f nst�allations, including those approvedrasparf',of,.a sample grouPbut!notichecked byxa'HERS•rater; and'if}those installations fail to meet the requirements of such quality assurance checking,:the- require d,corr�ective action and additional,checking/testing of other0stallations in,that,,HERS,sample group will bezperformed�at"y'expense'f' ''` • I reviewed a copy of the,Certificate.of Complia f ce (CFn1R) fform approved by the enforcement agency,,thati%,.. ' identifies the spreaficr�equi rem en^ts`for the installation I�certify that the requirements detailed''on the'CF 1R that z• r z apply to;thezinstallation;havbeen e�met ,��•;�:- "�.�."' • I will ensure that7i completed, sib 6ed copy of:this Installation Certificate shall be.p"osted, or made available with the building,,permit(s) issued for the building, and made available to the enforcement agency.for'all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and;beginninq October 1, 2010, for all low-rise residential buildings. ' Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name:. Responsible Person's Signature: James Elia James Elio CSLB License: Date Signed: Position With Company (Title): 881926 15/1/2015 Owner Is this installation monitored by a Third Party Quality Name of TPQCP (if applicable): Control Program (TPQCP)? ❑ Yes ❑ No 1 Reg: 215-N0168763A-00003A-0000 Registration Date/Time: 2015/06/23.19:31:20 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms a i ,� March 2013. I 4 ' Duct Leakage Test - Completely New or Replacement Duct System (Paged of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253 (System 2 (office Agency: SFD-14859 entry HVAC 2)) City of La Quinta 0,06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified -by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is r 4 ' Duct Leakage Test - Completely New or Replacement Duct System (Paged of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253 (System 2 (office Agency: SFD-14859 entry HVAC 2)) City of La Quinta 0,06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified -by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF71R as 3%, then'use a leakage factor of 0.03 in the calculations below:' r ® Cooling system method: Nominal capacofc ndenser in Tons, 5400 z ity leakage fa for -0 4 CFM r yam, Via. � ' . ❑ Heating system method:::�u a CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-4111-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Paged of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253 (System 2 (office Agency: SFD-14859 entry HVAC 2)) City of La Quinta 0,06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be Enter the Duct System Name or Identification/Tag: System 2 (office entry HVAC 2) Enter the Duct System Location or Area Served: OFFICE ENTRY Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. s certificate is required for compliance for completely new duct systems installed in new dwelling construction, and a completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or placement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, cc nums, etc.) if those parts are accessible and they can be sealed.. Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. ' Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. Allowed leakage calculation- (select one calculation method•from this section). Use 6% (leakage factor - 0,06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified -by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF71R as 3%, then'use a leakage factor of 0.03 in the calculations below:' r ® Cooling system method: Nominal capacofc ndenser in Tons, 5400 z ity leakage fa for -0 4 CFM r yam, Via. � ' . ❑ Heating system method:::�u 21.7 x t "'Output Capacity •in,Thousancls�of Btu/hr x leakage factor ,. ❑ Measured airflow method'(RA3 3)U4 Enter measured fan flow in CFM here `'x -leakage factor - CFM Enter value for•Actual leakage'(CFM) in the right column, from measurement using applicable duct leakage Actual Leakage ressurizatio- 6 test procedure from .Reference Residential A p p Appendix RA3.1(CFM @ 25 Pa). (CFM) fList Actual Leakage -from duct leakage test(CFM) 104 Pass if Actual Leakage is>less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only. from a pre-existing furnace cabinet A (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). . - + List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail �' ` ' ', _ r - . ' .. tel` f .. •• '.r •.r` ; {. ` ', Reg: 215-N0168763A-M2000006A-M20A Registration Date/Time: 2015/06/23 19:43:2.6 HERS Provider: Ca10ERTS,�Inc. 2008 Residential Compliance Forms','. August 2009 t'!`��Y � , •. •� •• � � -.. S .. „ • ` it - ,: . , ' ^y� '-F CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING - CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253 (System 2 (office Agency:. SFD-14859 entry HVAC 2)) `City of La Quinta h ' l " rr Jr L Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct eakage testing. CFI.OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configuredto the closed position during duct leakage testing. . ® All supply and return register boots must be sealed to the drywall ® New duct installations cannot utilize building''cavities as plenumis o�-platform�rettl'r.ns*in'lieu?`oflduct`s . n*d- ` il - `%.. T -*. Mastic and draw b'aands must be used rn combination with'Cloth backed rubber adhesive duct tape'to seal leaks at -` # u 4Fe� ct•irons.uct conn1x". x ••x -' . _F ,±2- IONDECLAAS , . I certify under. penalty of perlury3under;the laws of.the'State of California, the information provided on this form'.is true 'and correct. �•- w. -. . I am the certified HERS rater who performed'the`verification services identified and; reported," this certificate _(responsi.bie5rater). . The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the installation) coin lies with the licable requirements in Reference Residential A p pp q Appendices RA2 and RA3 and the requirements specified . on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency. . The information reported on applicable sections of the Installation Certificate(s) (CF -6R), signed and submitted by the person(s) ! 4 responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. t Builder or Installer information as shown on the Installation Certificate (CF -6R) Company Name: (Installing Subcontractor or General Contractor or,Builder/Owner) r y EFFICIENT AIR CONDITIONING - •' Responsible Person's Name: CSLB License: , lames Elia 1881926 R '� HERS Provider Data Registry Information Sample Group # (if applicable): N/A ® tested/verified dwelling ❑ not-tested/verified dwelling in . la HERS sample group HERS Rater Information CaICERTS Certificate # CC1-1799041412 ' HERS Rater Company Name: ! Advancing Home Performance, Inc. Responsible Rater's Name: Responsible Rater's Signature: Robert Bachus Robert Bachus Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 CC2005695 44 Reg: 215-N0168763A-M2000006A-M20A Registration Date/Time: 2015/06/23,.19:43:26,: 'HERS'Provider:.CalCERTS, Inc. 2008 Residential Compliance Forms August 2009 INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 1 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 2 (office entry Enforcement Agency: Permit Number:' ' , HVAC 2)) - ' City of La Quinta - SFD-14859 Enter the Duct System Name or Identification/Tag: System 2 (office entry HVAC 2) Enter the Duct System Location or Area Served: OFFICE ENTRY Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e. g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. - ` F Duct Leakage Diagnostic Test - completely new or replacement duct system Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. ' Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the leakage Allowed to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must be entered Leakage for Allowed Leakage. (CFM) Allowed leakage calculation — (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final" or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of.fan airflow) is reported on the CF -1R as 3%, then use a_ leakage factor of , 0.03 in the calculations below.' • r ® Cooling system method: - Nominal'capacity of condenser in Tons s x 400 x leakage factor = 120 CFM ❑ Heating stem me "�FM 21.7 x�° Output Capacity in.rThousands of Btu/hr x'/eakage fa for r" ` ❑ Measured airflow method,(RA3 3): i facto_6��'�` Enter measured fanJflow in�CFMhere. Y. xrleakage CFM,'`` r._ Enter for i value Actual leakage (CFM)'in the ri column,'frorm measurement`using applicable duct leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa).''" Leakage (CFM) List Actual Leakage from duct leakage test(CFM) 104 Pass if Actual Leakage is equal,to or less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air - handler cabinet), and not from.other accessible portions of.the duct system. A HERS rater must verify the installation (No sampling allowed). .. t - List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail 4 ',f t S - • -'-' , ' Reg: 215-N0168763A-M2000006A-0000 Registration Date/Time: 2015/0.6/23'17:43:09 HERS Provider_: Ca1C_ERTS, Inc. 2008 Residential Compliance Forms 0 August 2009 • - 1 L r • I INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 2 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 2 (office entry'City Enforcement Agency: Permit Number: , HVAC 2)) of La Quinta SFD-14859 :ompliance Method , • ' -his dwelling was: (select one of the following two choices): g Tested at Final ' ] Tested at Rough -in (requires installer to complete the visual inspection at final construction stage described below) , Visual Inspection at Final Construction Stage (if applicable) After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed: ❑ For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly. sealed. - ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is. required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. _ T ® All supply and return regi;terlboots must be sealed to the drywall ® New duct installations cannot utilize building cavities as plenums or platform returns in lieu of ducts. - '�, y^ .� ® Mastic ah'd draw bands must be used in nation;with'Cloth'ba ked, rubber- ed'eslve tape to seal leaksat duct connections. f� i/y�(aa'.�'', a 4a p , •r . r�� t r � � �•'FT •=i .. +7r. W..t r t. '. ��..'4 rd"`� �•iy< �"r t DECLARATION STATEMENT jfff . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. • . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -111) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -1R that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building' permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and beginning October 1, 2010, for all low-rise residential buildings. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: James Elia James Elia CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Control Name of TPQCP (if applicable): Program (TPQCP)? ❑ Yes ❑ No _ ' Reg: 215-N0168763A-M2000006A-0000 .Registration Date/Time: 2015/06/2.3 17:43:09- HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms �� , t' August 2009 0 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System y Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253 (System 3 (great Agency: SFD=14859 dining HVAC 3)) City of La Quinta 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be , specified by the CF -1R to be less than'6%, in which case the user-specified leakage rate must be used in the .. calculations below. For 'example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then!use a leakage factor of 0.03 in the calculations below. ® Cooling system method: Nominal capacity of condenser in Tons' 5;00x 0'x /eak�ag� e�factor"11204. CFM °system ' - 21.7 x I -, Output Capacity;m Thousands of Btu/hr x leakage factor, CFM riS'la i. a•, i..y I Tr f :,{'�• . -' CFM Enter measured fan flow in CFM here./ *`x•leakage factor = _'- Enter value.for, Actu9 applicable leakage (CFM) in the right column, from measurement usin licable duct leakage pp 9 Actual Leakage pressurization test procedure from Reference Residential Appendix _RA3.1(CFM @ 25 Pa). (CFM) ,' CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253 (System 3 (great Agency: SFD=14859 dining HVAC 3)) City of La Quinta 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be Enter the Duct System Name or Identification/Tag: System 3 (great dining HVAC 3) Enter the Duct System Location or Area Served: GREAT DINING Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. J Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If. compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. . Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = ' 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be , specified by the CF -1R to be less than'6%, in which case the user-specified leakage rate must be used in the .. calculations below. For 'example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then!use a leakage factor of 0.03 in the calculations below. ® Cooling system method: Nominal capacity of condenser in Tons' 5;00x 0'x /eak�ag� e�factor"11204. CFM °system ❑ Heating method'""'`n r': y`'t 21.7 x I -, Output Capacity;m Thousands of Btu/hr x leakage factor, CFM riS'la i. a•, i..y I Tr J ❑ Measured airflow method'(RA3 3)i rs + p a :,{'�• . -' CFM Enter measured fan flow in CFM here./ *`x•leakage factor = _'- Enter value.for, Actu9 applicable leakage (CFM) in the right column, from measurement usin licable duct leakage pp 9 Actual Leakage pressurization test procedure from Reference Residential Appendix _RA3.1(CFM @ 25 Pa). (CFM) ,' . List Actual Leakage from duct leakage test(CFM) its Pass if Actual Leakage is less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). List Actual. Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using, smoke ❑ pass ❑ Fail Reg: 215-N0168763A-M2000004B-M20A Registration Date/Time: 2015/06/23 19:43:26 HERS'Provider: Ca10ERTS, Inc. 2008 Residential.Compliance Forms •, August 2009 1 1 ~ CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement, i 52-457 Meriwether , La Quinta CA 92253 .(System 3 (great CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement, Number: 52-457 Meriwether , La Quinta CA 92253 .(System 3 (great Agency:Permit SFD-14859 dining HVAC 3)) City of La Quinta - r. '',� � , •fig ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation'systems, shall not be sealed/taped off during,duct leakage testing, CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard,62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. , ® All supply and return register boots must lie sealed to the drywall ` ® New duct installations cannot utilize buildingrcavities as`plenums or platform returns "inliieuto�f yducts. i '.1 `'15r- ',W 9' '•)" * m' t ^ n. Y(r-i - ¢r '.+r_. "' . • k,+ -Cy "7 5 FMastic and -draw bands must be used in combination with"Cloth!backed, rubber adhesive du`c't tape tt seal leaks at , ct connections. DECLARATION(S,TATEMENT ,•kT�r f - I certify under•penalty ofperjurygurider the laws 6f the State of California, the information provided on this.form_is true and correct., . I am'the certified HERS+rater who performed the verification services identified'and reported on this certificate (responsible rater). . The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF -SR) approved by the local enforcement agency. . The information reported on applicable sections of the Installation Certificate(s) (CF -611), signed and submitted by the person(s), ' responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. Builder or Installer information as shown on the Installation.Certificate (CF -611) Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING _ Responsible Person's Name: CSLB License: - James Elia 881926, " HERS Provider Data Registry Information , Sample Group # (if applicable): N/A ® tested/verified dwelling ❑ not-tested/verified dwelling in la HERS sample group • HERS Rater Information CaICERTS Certificate # CC1-1799041412 ` HERS Rater Company Name: Advancing Home Performance, Inc.-, y a Responsible Rater's Name: Responsible Rater's Signature: ..- . Robert Bachus Robert Bochus } r Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 CC2005695 .r i c - y Reg: 215-N0168763A-M2000004B-M20A Registration Date/Time: 2015/06/23 1943:26 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms •. Y a August 2009 , INSTALLATION CERTIFICATE CF -6R -MEC Duct Leakage Test — Completely New or Replacement Duct System Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Site Address: 52-457 Meriwether, , La Quinta CA 92253 (System 3 (great dining' I Enforcement Agency: City of La Quinta Permit Number: SFD-14859 HVAC 3)) fl Leakage for Allowed Leakage. H -20 -HERS Page 1 of 2) - Enter the Duct System Name or Identification/Tag: System 3 (great dining HVAC 3) Enter the Duct System Location or Area Served: GREAT DINING Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - completely new or replacement duct system ' Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the leakage Allowed to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4),"and 25 CFM must be entered Leakage for Allowed Leakage. (CFM) Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final", or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which ' case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage: of fan airflow) is reported on the CF -1R as 3%, then use a leakage factor of - 0.03 in the calculations below. �{ ® Cooling system method: " ' • , ' Nominal capacity of condenser in Tons 5 x 400 x leakage factor = 17(L CFM ❑ Heating systeeod:� 21.7x t - Output Capacity in Thousands of Btu/hr ' leakage factory 1: }� (§ r p ❑ Measured `airflow method�(RA33), ' " `'CFM Enter measured fan flow io,,CEM here, ^'' ' xaeaka e;factor LL_ 9 axe ! '�,.�-,:- � . •a r;• .,:a�,-:.'-r *.r-. r :mw� :.r• ,,�„yx,,,.�ars•-,: s,41L�t�:" Enter value for Actual leakage (CFM)" m the;cight column measurement using applicable ductieakage . �?' 4Actual pressurization test procedure from Reference Residential -Appendix RA3.1(CFM @ 25 Pa). ` Leakage (CFM) List Actual Leakage from duct leakage test(CFM) 115 Pass if Actual Leakage is equal -to or, less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air ; handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed).. List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail ' , ..' •. -.. ` ` � 1 ,t, r _fir ` • � ' ' Reg: 215-N0168763A-M2000004B-0000 Registration Date/Time: 2015/0.6/23 17:12:03 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms August 2009 I u 1 t 1 INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 2 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 3 (great dining ICity Enforcement Agency: Permit Number:. ` , HVAC 3)) of La Quinta - SFD-14859 Compliance Method 'his dwelling was: (select one of the following two choices): Nested at Final ] Tested at Rough -in (requires installer to complete the visual inspection at final construction stage described below) Visual Inspection at Final Construction Stage (if applicable) After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed: . ❑ For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. , Y ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct'tape is used. ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. ® All supply and return register boots must be sealed to'the drywall ® New duct installations cannot utilize building cavities as plenums or platform returns in lieu of ducts. ®Mastic and draw bands must be used tin combination wlth.Cloth backed;.,rubber adhesi duct t4e to seal leaks at duct conections.,: F� ` n Al DECLARATION STATEMENT rLr r • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). • I certify that the installed features,,materials, components, or manufactured devices identified on this certificate (the installation) coriforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. , • I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet . the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. ` • I reviewed a copy of the Certificate of Compliance (CF -1R) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -1R that apply to the installation have been met. • I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and beginning October 1. 2010• for all low-rise residential buildinas. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: -, James Elia James Elio CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Control Name of TPQCP (if applicable): Program (TPQCP)? ❑ Yes ❑ No Reg: 215-N0168763A-M2000004B-0000 Registration Date/Time: 2015/06/23 17:12:03 '-HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms August 2009 Enter the Duct System Name or Identification/Tag: System 4 (kitchen entry HVAC 4) Enter the Duct System Location or Area Served: KITCHEN ENTRY Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. ' Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for :- Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must Site Address: Enforcement permit Number: Allowed leakage calculation — (select one calculation method from this section). Use 6% (leakage factor = 52-457 Meriwether , La Quinta CA 92253 (System 4 (kitchen Agency: SFD-14859 calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is entry HVAC 4)) - ' City of La Quinta s Enter the Duct System Name or Identification/Tag: System 4 (kitchen entry HVAC 4) Enter the Duct System Location or Area Served: KITCHEN ENTRY Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. ' Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. • ' Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. i Allowed leakage calculation — (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage maybe ' specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then`use a leakage factor of 0.03 in the calculations below. s ® Cooling system method: "=< Nominal capadty.of,condenser in Tons1 3 MOO x /eaKageage"ra for _+� CFM ' ti , Heating system method . aM yxe 21.7 x i' Output CapacitymThousands;Of Btu/kage factor. CFM a 3) Meas ed airflow m�ethod RA,3 Enter measured fan fl win CFM here x leakage factor = - • CFM Enter value for -Actual leakage (CFM) in the right column, from measurement using applicable duct leakage - Actual Leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM) List Actual Leakage from duct leakage test(CFM) F 69 Pass if Actual Leakage is less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is comingonly from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). • List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ pass ❑ Fail :' r E Reg: 215-N0168763A-M2000007A-M20A Registration Date/Time:.2015/06/23 19:43:26 HERS Provider:.Ca10ERTS, Inc. 2008 Residential Compliance Forms k August 2009 �� CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-4R-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement Permit Number:M1 52-457 Meriwether , La Quinta CA 92253 (System 4 (kitchen Agency: SFD-14859 entry HVAC 4)) City of La Quinta - N a. t •� � �• .5 •�'•�:"�� .., ,�,£ori '• `_k -`a ••c `' s i- • � Atli ... • - a ; : + a- f. `• h r ., ti ` ' , ® Outside air (OA) ducts for Cental Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize rcontrolled motorized dampers, that open only when CA ventilation is required to meet ASHRAE Standard 62.2, and, close when OA ventilation is not required, may be configured to the closed position' during duct leakage testing. ® All supply and return register boots must be sealed to the drywall ® New duct installations cannot utilize buildinglCd—Vities`as-plenums or. platfo`rmyreturnsrinllieurof ducts0.6 , ®Mastic and draw bands must be used in combination with Cloth backed, rubber adhesive:ductitape to seal leaks at Ruct connections. r �3 t � . IL t am" Yp � , • �. yes w ..�,,'`,', - l.i 4Fr .,l 4l Y rvec•„'knPRc _,r.. �!' 7. {y'�, + IT! DECLARATION;STATEMENTi x' :;.:� s�t��f'� �ti" `t,ia • I certify under perialty of'perjury under,the laws'of the State ofrCaliforma the information provided on this form`is tryuHe',and correct.+wr , p y • I am the certified HERS rater who e rformed the verification services identified and reported on'ihis certificate (responsible rater).' y • The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the installation) complies with the applicablerequirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency. ' • The information reported on applicable sections of the Installation Certificate(s) (CF -611), signed and submitted by the person(s) responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -111) approved by the enforcement agency. r Builder or Installer information.as shown on the Installation Certificate (CF -611) . Company Name: (Installing Subcontractor or General Contractor or Builder/Owner)'. i EFFICIENT AIR CONDITIONING I - . _ - - `' Responsible Person's Name: FC—SUB License: James Elia 881926• r R HERS Provider Data Registry Information Sample Group # (if applicable): N/A®tested/verified dwelling ❑ not-tested/verified dwelling in la HERS sample group HERS Rater Information CaICERTS Certificate # CC1-1799041412 HERS Rater Company Name:, Advancing Home Performance, Inc. ' Responsible Rater's Name: Responsible Rater's Signature: ` Robert Bachus Robert Bochus Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 CC2005695 t' - Reg: 215-N0168763A-M2000007A-M20A Registration Date/Time: 2015/06/23 19:43:26 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forma ;. L'[. -`` 7August 2009 1 , INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 1 of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether, , La Quinta CA 92253 (System 4 (kitchen. Agency:' SFD-14859 entry HVAC 4)) City of La Quinta Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage Enter the Duct System Name or Identification/Tag: System 4 (kitchen entry HVAC 4) Enter the Duct System Location or Area Served: KITCHEN ENTRY Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the, _ dwelling. This certificate is required for compliance for completely new duct systems installed in new.dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test- completely new or replacement duct system' Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the Allowed CF -111, the leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), Leakage and 25 CFM must be entered for Allowed Leakage. (CFM) Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final" or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example; -if the user-specified leakage (specified as a percentage of fan airflow) is reported on the,CF-1R as 3%, then use a leakage. factor of 0.03 in the calculations below ' � �` 4•.. ® Cooling !system method: r".�k1�r' , �'gr1 i Nominal capacity of condenser in Tons x.400 x leakage factor— 721CFM' � ^' ❑ Heatik'system metho Y f b �! `i '• 21,7 x 8' { Output Capacity rn Tho_usands o}Btu/hr x_aeakage factor ,CFM -- - ,f?"-' ',..ec. sa4 xy't•'°' "" ✓"'Sri-...�...w. 4,,, f',�"�'M.'�,.r. - aid:... y �" ❑ Measured airflow method (RA3 3): " Enter measured fan flow in CFM herex leakage factor = CFM Enter value for Actual leakage (CFM)'in the right column, from measurement using applicable duct Actual Leakage ' leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM).. + List Actual Leakage from duct leakage test(CFM) 69 Pass if Actual Leakage is equal to or less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing - furnace cabinet (air handler cabinet), and not from other accessible portions of.the duct system. A HERS rater must verify the installation (No sampling allowed). List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑Pass ❑ Fail � a Reg: 215-N0168763A-M2000007A-0000, Registration Date/Time: 2015/06/23 17:50:59, HERS,Provider: CalCERTS, Inc. 2008 Residential Compliance Forms y August 2009 U INSTALLATION CERTIFICATE ICF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 2 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 4 (kitchen ' Enforcement Agency: Permit Number: , entry HVAC 4)) City. of La Quinta SFD-14859 ;ompliance Method 'his dwelling was: (select one of the following two choices): I Tested at Final ] Tested at Rough -in (requires installer to'complete the visual inspection at final construction stage described below) Visual Inspection at Final Construction Stage (if applicable) + After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed: ❑ For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing, CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. ® All supply and return register boots must be sealed to the drywall ® New duct, insttal installations cannotcutlllze buildding,ccavltle��plenums"o platform ret"urns Infli'eu df ducts. ® Mastic and'draw bands -must be used in combinatlori wlth1Cloth backed; rubber'adheslve'duct tape'to, seal M leaks at duct connectlonsii, r ~i �+ ,��i , ^ . #`C*'"" �q�-ry 'S3'�....-•y ¢ t r `! ,y. yq {� j}y DECLARATION STATEMENT r `. . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) ' conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the , enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater,and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -1R) form approved by the enforcement agency that identifies the specific' requirements for the installation. I certify that the requirements detailed on the CF -1R that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data reoistrv.for multiple orientation alternatives, and beainnina October 1. 2010, for all low-rise residential buildinas. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: James Elia ' James Elia CSLB License: Date Signed: Position With Company (Title): . 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Name of TPQCP (if applicable): Control Program (TPQCP)? ❑ Yes ❑ No fi Reg: 215-N0168763A-M2000007A-0000 Registration Date/Time: 2015/06/23 17:50:59 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance'Forms ' + August 2009 t CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) Site Address: Enforcement, permit Number: 52-457 Meriwether, , La Quinta CA 92253 (System 5 (guest 1 2 Agency: SFD-14859 HVAC 5)) City of La Quinta Enter the Duct System Name or Identification/Tag: System 5 (guest 1 2 HVAC 5) Enter the Duct System Location or Area Served: GUEST 1 & 2 1 • Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the - dwelling, - is certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also ' l t l l t d t l COMP ee y new or rep acemen uc sys ems +n ex+s ing we Ings. or ex+s ing we mgs, a comp e e y new or placement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coi mums, etc.) if those parts are accessible and they can be sealed. ` nurt Lpakanp niannnctir Tpct - rmmnlptply npw nr rpnlarpmpnt duct cvctpm Reg: 215-N0168763A-M2000008B-M20A Registration Date/Time: 2.015/06/23 19:43:26 HERS Provider: Ca10ERTS,` Inc. 2008 Residential Compliance Forms % August 2009. Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. , . • Allowed leakage calculation - (select one calculation method from this section). Use 6%;(leakage factor = 0.06) for calculations. When utilizing. Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the -' calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is '. reported on the CF -1R as 3%, then'use a leakage factor of 0.03 in the calculations below. ® Cooling'system�m�ethod: �. � Nominal capacity of condenser in Tonsl 3 -' x 400`�'jyxi`leakage factor.= 72�CFM ❑ Heating. system method "� 21.7 x Output Capacity„m Thousands of Btu/hr x leakage factor, • _1CFM ❑ Measuredairflow method (RA3 3). Enter measured fan fl Win CFM here': *x=leakage factor= f CFM'. Enter value.,for-,Actual leakage (CFM) in the right column, from measurement usingapplicable duct leakage Actual ppLeakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM), List Actual Leakage,from duct leakage test(CFM) 58 Pass if Actual Leakage is less than Allowed Leakage - ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system."A HERS rater must verify the installation (No sampling allowed). + List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke 13 Pass ❑Fail Reg: 215-N0168763A-M2000008B-M20A Registration Date/Time: 2.015/06/23 19:43:26 HERS Provider: Ca10ERTS,` Inc. 2008 Residential Compliance Forms % August 2009. Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. , . • Allowed leakage calculation - (select one calculation method from this section). Use 6%;(leakage factor = 0.06) for calculations. When utilizing. Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the -' calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is '. reported on the CF -1R as 3%, then'use a leakage factor of 0.03 in the calculations below. ® Cooling'system�m�ethod: �. � Nominal capacity of condenser in Tonsl 3 -' x 400`�'jyxi`leakage factor.= 72�CFM ❑ Heating. system method "� 21.7 x Output Capacity„m Thousands of Btu/hr x leakage factor, • _1CFM ❑ Measuredairflow method (RA3 3). Enter measured fan fl Win CFM here': *x=leakage factor= f CFM'. Enter value.,for-,Actual leakage (CFM) in the right column, from measurement usingapplicable duct leakage Actual ppLeakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM), List Actual Leakage,from duct leakage test(CFM) 58 Pass if Actual Leakage is less than Allowed Leakage - ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system."A HERS rater must verify the installation (No sampling allowed). + List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke 13 Pass CERTf FICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement Permit Number: I. `. 52-457 Meriwether , La Quinta CA 92253 (System 5 (guest 1 2 Agency: ,� SF D-14859 HVAC 5)) City -of La Quinta Y ' r, ,gOutside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct ti akage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to ' meet ASHRAE Standard 62:2, and close when OA ventilation is not required, may be configured to the closed position ; during duct leakage testing.; - r ® All supply and return register boots.must be sealed to the drywall ® New duct installations cannot utiliie buildingycavities as plenums oraplatform,return"s in-riieurof ducts. - Mastic and -draw bands must be used in combination with -Cloth backed, rubber adhesive duct tape to seal leaks at 4 uct connections. '° !MVA. "` ftp` ` r},p **. ,,,;• d gyrr �+ :> [ w ,A•4r;%µ r Xir r''ryr r'syry "'.� ct' DEC LARATIONiSTATEMENTKry ryf ;` 'h; ;�� e , .�, -.� . • I certify- iderpenalty of pd 'uryrunder,the laws of the State of California the information provided on this form.'is true end correct: : s • I am the certified HERS rater who perforrn•ed�the verifLtiori services id entified and reported on this certificate (responsible rater).; The installed feature, material, component, or manufactured device requiring HE verification that is identified on this certificate (the e, installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified , on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency.- K t - - • The information reported on applicable sections of the Installation Certificate(s) (CF -6R), signed and submitted by the person(s) . responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. Builder or Installer information as shown on the Installation Certificate. (CF -6111) Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) . - EFFICIENT AIR CONDITIONING Responsible Person's Name: +, TCC -SL License: 3ames Elia i ;, 881926 HERS Provider Data Registry Information Sample Group # (if applicable): N/A r ® tested/verified dwelling ' ❑ not-tested/verified dwelling'in. la HERS sample group , HERS Rater Information CalCERTS Certificate # CC1-1799041412 HERS Rater Company Name: r, k Advancing Home Performance, Inc. Responsible Rater's Name: Responsible Rater's Signature: Robert Bachus Robert Buchus Responsible Rater's Certification Number w/ this HERS Provider:, Date Signed: 6/18/2015 CC2005695 l S.. A' K. Y S _ A t .• • , • - • J ,• i.r t • Y. n. �' y, ~ 4Y fi^! Sry w Arl.: , '••' . . . - `. -4 r• Rte' ., �,r ! r •. �- Reg:,215-N0168763A-M2000008B-M20A" Registration Date/Time: 2015/06/23r19:43:26%r .,HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms' i ' •: ', f.. August 2009 _ i ' • • INSTALLATION CERTIFICATE 4 CF-6R-MECH-20-HERS Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the leakage Site Address: 52-457 Meriwether La Quinta CA 92253 (System 5 (guest 1 2 - Enforcement Agency: Permit Number:,". - for Allowed Leakage. , HVAC 5)) City of La Quir SFD-14859 Enter the Duct System Name or Identification/Tag: System 5 (guest 1 2 HVAC 5) Enter the Duct System Location or Area Served: GUEST 1 & 2 Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those'parts are accessible and they can be sealed.. Duct Leakage Diagnostic Test - completely new or replacement duct system Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the leakage Allowed to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must be entered Leakage for Allowed Leakage. '(CFM) Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final" or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -111 to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then use a leakage factor of 0.03 in the calculations below. r ® Cooling system method:' Nominal capacity of condenser in Tons x 400 x leakage factor = CFM „ [3Heating systeod:." "f Y._. *,•s; f i� �~ 21.7 x ,li"FL�.' Output Capacity intTho�usands of Btu/hr xlleakage factorf 0I CFM . 4 Fv !s i•' ! i tr i '�' i � t ❑ Measured airflow method (RA3 3) � r�+i •. �G�M •� .. _ �1 fanfiow � here — i.. CFM � Enter measured . in CFM k-�^` xrleakage'factor�= g r,i s', t* ,:.._. s-+�m�.�; •: a �+c,. -�f- Q,.,�5`ef a?Acfual Enter value for Actual leakage (CFM)''.in'the right column;.from•measurement using•applicable duct leakage pressurization test procedure from. Reference Residential Appendix RA3.1(CFM @.25 Pa).'" Leakage (CFM) r List Actual Leakage from duct leakage test(CFM) 68 Pass if Actual Leakage is equal,to or less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). ' List Actual Leakage from smoke test(CFM) ' Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail 4 , r , Reg: 215-N0168763A-M2000008B-0000. Registration Date/Time: 2015/06/23 19:35:28 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms August 2009 e INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 2 of 2) Site Address: ` 52-457 Meriwether ; La Quinta,CA 92253 (System 5 (guest 1 2 Enforcement Agency: City of La Quinta Permit Number: SFD-14859 HVAC 5)) Date Signed: Position With Company (Title): :ompliance Method 'his dwelling was: (select one of.the following two choices): I Tested at Final ] Tested at Rough -in (requires installer to complete the visualinspection at final construction stage described below) Visual Inspection at Final Construction Stage (if applicable) After installing the interior finishing wall and verifying that the above rough -in tests was completed,.the following procedure must be performed: 1 1— ❑ For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly. sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the . closed position during duct leakage testing. :® All supply and return registe boots must be sealed to the drywall- ® New duct installations cannot utilize building cavities as plenums or platform returns in lieu of ducts. ® Mastic and�.draw bands must be used�in combination,with Clothzbackeii, rubbsive duct tape to seal leaks at duct connections. 1.+,:Y'• •sF fK� i . Y+S� iY l Y a .. � • � 7w. L � i DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). N • I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense.I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. • I reviewed a copy of the Certificate of Compliance (CF -111) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -111 that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and beginning October 1, 2010, for all low-rise residential buildings. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING ' Responsible Person's Name: Responsible Person's Signature: 3ames Elia James Elio CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 y Owner Is this installation monitored by a Third Party Quality Control Name of TPQCP (if applicable): Program (TPQCP)? ❑ Yes ❑ No ' T�. Reg: 215-N0168763A-M2000008E-0000 Registration Date/Time:,2015/06/23-19:35:28 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms , L August 2009 C Y < < Reg: 215-N0168763A-M2000008E-0000 Registration Date/Time:,2015/06/23-19:35:28 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms , L August 2009 C CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement 'Duct System (Page 1 of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta CA 92253' (System 6 (laundry Agency: SFD-14859 hall HVAC 6)) k City of La Quintal 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be - Enter the Duct System Name or Identification/Tag: System 6 (laundry hall HVAC 6) Enter the Duct System Location or Area Served: LAUNDRY HALL Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. r • r Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit_ for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. , Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be - specified by the CF -1R to;be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF71R as 3%, then'.use a leakage factor of 0.03 in the calculations below, ® Cooling systemxmethodC Nominal capacity of condenser in Tons 2- x 400,2 leakage fa toc-48 CFM, ❑ Heating system method: )r� ,e'.,. 21.7 x Output Capacity ds in Thousan.of Btu/hr k leakage factor ❑ Measured airflow method 3): .(RA3 Enter measured fan flow:in CFM here z'leakage factor._.- •L. CFM • v" ;'. q, t „ Enter value for,Act al leakage (CFM) in the right column, from measurement using applicable duct leakage Actual Leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM) „ List Actual Leakage from duct leakage test(CFM) 26 Pass if Actual Leakage is less than Allowed Leakage - ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑Fail Reg: 215-N0168763A-M2000009A-M20A Registration Date/Time: 2015/06/2319:43:26 .HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms , August 2009 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: Enforcement Permit Number: 52-457 Meriwether , La Quinta.CA 92253 (System 6 (laundry. Agency: SFD-14859 hall HVAC 6)) City of La Quints •. Al ® Outside air (OA) ducts for Central Fan Integrated'(CFI) ventilation systems, shall not be sealed/taped off during duct . leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to, ; meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position,. during duct leakage testing, ® All supply and return register boots.must be sealed to the drywall ® New duct installations cannot utiliie building cavities as'plenurht or=platf6rm�retuins m heu«of`tluct"s.f , W--• e-4 c m•� cad f rh- i ° t -�k Mastic and draw bands must be used In cobination with Cloth' irubber adhesive duct tape to seal leaks at uct connections. DECLARATION S,TATEMENTr . ` ' • I certify. underpenaky. of periury,under,the laws'of the: State of CaI rnla; the information=provided on this form is true andtcorrect.° Vis. • I am the certified HERS rater who performed the.verification services identified and -re' orted'on this -certificate (res po Bible rater). . The installed feature, material, component, or manufactured device requiring HERS verification that is identified on this certificate (the installation) complies with the applicable requirements In Reference Residential Appendices RA2 and RA3 and the requirements specified 41 on the Certificate(s) of Compliance (CF -111) approved by the local enforcement agency. +. , . The information reported on applicable sections of the Installation Certificate(s) (CF -611), signed and submitted by the person(s) . responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -IR) approved by the . enforcement agency. r ( , Builder or Installer information as shown on the Installation Certificate (CF -6R) • . Company Name: (Installing Subcontractor or General Contractor or Builder/Owner)" EFFICIENT AIR CONDITIONING Responsible Person's Name: • CSLB License: James Elia 881926 HERS Provider Data Registry Information Sample Group # (if applicable): N/A ® tested/verified dwelling. ' ❑ not-tested/verified dwelling in la HERS sample group HERS Rater Information CalCERTS Certificate # CC1-1799041412 HERS Rater Company Name: ` Advancing Home Performance, Inc. ' Responsible Rater's Name: Responsible Rater's Signature: Robert Bachus I Robert Bachus ' Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015. . CC2005695 t.r f • . �.' ±- tic. _ { . J .. 4 - •'.yti a Fes. i` •^'' ,. Reg: 215-N0168763A-M2000009A-M20A -Registration Date/Time: 2015/06/23.19:43:26. HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms - +'y ;r` F`'✓ August 2009 INST4LLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 1 of 2) Site Address: 52-457 Meriwether , La Quinta CA 92253 (System 6 (laundry hall Enforcement Agency: City of La Quinta Permit Number: SFD-14859 HVAC 6)) to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must be entered Leakage ' Enter the Duct System Name or Identification/Tag: System 6 (laundry hall HVAC 6) Enter the Duct System Location or Area Served: LAUNDRY HALL Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - completely new or replacement duct system Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. 1 Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the CF -111, the leakage Allowed to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must be entered Leakage ' for Allowed Leakage. (CFM) Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final" or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -IR to be less than 6%, in which ' case the user-specified leakage rate must be used in the calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%,then use a leakage factor of 0.03 in the calculations below. .' ® Cooling system method: Nominal capacity of condenser in Tons x 400 x leakage factor = 48 CFM ❑Heating -yste me hod: g - ' 21.7 x Output Capxacity inThousands of Btu/hr x'/eakage factor ` CFM."'"ji ❑ Measured airflow meth'od(RA3 3) ��r_ w { Enter measured faNflow ink FM here_ xrleakage,factor„ , %•CFM , _ Zt # , F �:� w- _.;.. ,�� ••:�--i-« :;_- � ,-gas,.: ..-...jgarar,.�,..- Enter value for Actual leakage'(CFM)tin tFe'nght column;,from measurement using applicable duct leakage -'• pressurization test procedure from Reference` Residential'Appendix RA3.l(CFM @ 25 Pa). - - Leakage (CFM) ' List Actual Leakage from duct leakage test CFM 26 Pass if Actual Leakage is equal�to"or less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). r List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail F s. 4 Reg: 215-N0168763A-M2000009A-0000 Registration Date/Time: 2015/06/23 18:07:04 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms August 2009 R INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 2 of 2) Site Address: ` 52-457 Meriwether La Quinta CA 92253 (System 6 (laundry hall Enforcement Agency: Permit Number: , HVAC 6)) City of La Quinta SFD-14859 :ompliance Method his dwelling was: (select one of the following two choices):, I Tested at Final ] Tested at Rough -in (requires installer to complete the visual inspection at final construction stage described below) visual inspection at Anal construction btage (IT appncame) After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed: ❑ For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. , ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2; and close when OA ventilation isnot required, may be configured to the closed position during duct leakage testing. - ® All supply and return register boots must be sealed to the drywall - 5 ® New duct installations cannot utilize building cavities as plenums or platform returns in lieu of ducts. ® Mastic and draw bands must be•.used'in combination with Cloth backed, rubber adhesive duct tape to seal leaks at duct connections., r..Xry �► , * L," ► = L C`t �' .. ...,,, , DECLARATION STATEMENT . I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -SR) form approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -1R that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data registry for multiple orientation alternatives, and beginning October 1, 2010, for all low-rise residential buildinqs. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING H Responsible Person's Name: Responsible Person's Signature:• . James Elia James Elia CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Control Name of TPQCP if applicable): Program (TPQCP)? ❑ Yes ❑ No Reg: 215-N0168763A-M2000009A-0000 Registration Date/Time: 2015/06/23,18:07:04'. HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms , r August 2009 1 0 J CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MEM-20Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 7 (guest Enforcement Agency: Permit Number:. , HVAC 7)) City of La Quinta SFD-14859 Enter the Duct System Name or Identification/Tag: System 7 (guest HVAC 7) Enter the Duct System Location or Area Served: GUEST - CASITA Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - completely new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in.Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for. Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -111, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. • ' Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the" calculations below. For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then use a leakage factor of, 0.03 in the calculations below. + ® Cooling syst m,method: Nominal capaccityof o(ndenser in Tons, 5 .rex 400 z /eaka factor, -20' CFM F ,t ❑ Heating system method . ,C' i. 21.7 x ( KOutput Capacity: m Thousands of Btu/hr x leakage factor CFN1 x t ', ❑ Measured airflow method"(RA3 3):, ,.� f� A... �• .wF Enter measured fan flow in CFM here.z,)eakage factor + CFM ;•. ,,,� d Enter value.for-Actual leakage (CFM) in the right column, from measurement using Pp leakage applicable duct 9 Actual Leakage(CFM) pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). tis '.J List Actual Leakage from duct leakage test(CFM) 81 Pass if Actual Leakage is less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke ❑ Pass ❑ Fail J Reg: 215-N0168763A-M2000010A-M20A Registration Date/Time: 2015/06/23 19:43:26 HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forma ! +• August 2009 - moi. r} .- • .. � - ~ -' - ;}. r i .�� r•1•..: CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING • CF-411-MECH-20 Duct Leakage Test - Completely New or Replacement, Duct System (Page 2 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 7 (guest Enforcement Agency: Permit Number:,,-, , HVAC 7)) ' s City of La Quinta SFD-14859 . -- Fot-tested/verified dwelling in:RS , tv ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct leakage testing. CFI OA ducts that,'utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position, during duct leakage testing. w r ® All supply and return register boots must be sealed to the drywall ® New duct installations cannot utilize building cavities as plenums or-:platformvretui'ns m lieu of ducts-'. .� 0W, . Ire.', z n>- ►. r te. y c ° #w Mastic and draw bands must be used m combination with Cloth backed, rubber adhesive duct tape to seal leaks at uct connections.F t[if Vf DECLARATION�STATEMENT, '' ;- `" "�:�" s.V . I certify underpenalty of perjury'` under the laws of♦the'State of.Caliform the information;proyid_ed on this form'is true and{correctr p ' • I am the certified HER5 rater who per�ormed tFie Verification services identified and reported onahis certificate (responsible ___rater • The installed feature, material, component,'or manufactured device requiring HERS verification that is identified on this certificate (the installation) complies with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF -SR) approved by the local enforcement agency. • •' The informationreported on applicable sections of the Installation Certificate(s) (CF-6R),'signed and submitted by the person(s) + responsible for the installation conforms_ to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. Builder or Installer information as shown on the Installation Certificate (CF -6R) Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING { - Responsible Person's Name: License: James Elia ICSLB 881926 g t HERS Provider Data Registry Information r' Sample Group # (if applicable): N/A ®tested/verified dwelling Fot-tested/verified dwelling in:RS sample group HERS Rater Information CalCERTS Certificate # CC1-1799041412 - HERS Rater Company Name: Advancing Home Performance, Inc. Responsible Rater's Name: Responsible Rater's Signature: Robert Bachus Robert Bochus , Responsible Rater's Certification Number w/ this HERS Provider: Date Signed: 6/18/2015 K• CC2005695 ` F ' Reg: 215-N0168763A-M2000010A-M2,0A Registration Date/Time: 2015/06/23 19:43:26 HERS Provider: CalCERTS, Inc.' 2008 Residential' Compliance•Forms August,2009 , INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 1 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 7 (guest Enforcement Agency: Permit Number: , HVAC 7)) City of La Quinta SFD-14859 Enter the Duct System Name or Identification/Tag: System 7 (guest HVAC 7) Enter the Duct System Location or Area Served: GUEST - CASITA Note: Submit one'Installation Certificate for each duct system, that must demonstrate compliance in the dwelling. - This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Dud Leakage Diagnostic Test - completely new or replacement duct system Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for verified low leakage ducts in conditioned space is shown in the special features section of the Allowed CF -111, the leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), Leakage . and 25 CFM must be entered for Allowed Leakage. (CFM) Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations if tested at "final" or 4% (leakage factor = 0.04) if tested at "rough." When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below. For example, if the.user-specified leakage (specified as a percentage of fan airflow) is reported on thegCFF-1R as 3%, then use a leakage. factor, of 0 03 in the calculations below 7" ®cooling system method: V'' y, - ;'�' ' ' .. . �«t<y „• Nominal capacity of condenser in Tons � x 400 x leakage}fac•�tyo}r = 120 CFM ❑ Heating system methodbP! i �E 21.7 Outputa Capafcity,imThousands of Btu/hr %eakage -_' ` CFM x. x factor i '.Yi•.s' ..-+4'1f•^fin. J T I Y R ,•,•n �'`..h e S41F.. ..t �f .,a� �!'vtu.f t Q¢.ff+' '?'F N++ndv+iu +7 ❑ Measured airflow method (RA3.3); Enter measured fan:flow in CFM here- x leakage factor = CFM Enter value for Actual leakage (CFM) in the right column, from measurement using applicable duct L Actual Leakage Leakage - leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM) List Actual Leakage from duct leakage test(CFM) 81 Pass if Actual Leakage is equal to or less than Allowed Leakage ® Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet (air handler cabinet), and not from other accessible portions of the duct system. A HERS - rater must verify the installation (No sampling allowed). List Actual Leakage from smoke test(CFM) Pass if all accessible leaks (except for existing air handler) are sealed using smoke 13 Pass ❑Fail . Reg: 215-N0168763A-M2000010A-0000 Registration Date/Time: 2015/06/23 18:14:37 HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms Y; 7_. August 2009 INSTALLATION CERTIFICATE CF-6R-MECH-20-HERS Duct Leakage Test — Completely New or Replacement Duct System (Page 2 of 2) Site Address: 52-457 Meriwether Quinta CA 92253 (System 7 (guest-, '` Enforcement Agency: Permit Number: ,,La HVAC 7)) City of La Quinta SFD-14859 Cmmnliance Methnd " 'his dwelling was: (select one of the following two choices): 3I Tested at Final Tested at Rough -in (requires installer to complete the visual, inspection at final construction stage described below) visual Inspection at Final construction Stage (IT applicable) After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed: [3For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. • - , [3If the house rough -induct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the,connection points are properly sealed. [3Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. r ® Outside air (OA) ducts for Central Fan Integrated (CFI) ventilation systems, shall'not be sealed/taped off during duct leakage testing. CFI OA ducts that utilize controlled motorized dampers, that open -only when OA ' ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. ® All -supply and return register boots must be sealed to the drywall ;t ®New ductfinsE' all tions cannot3uEillze build`-{ing avltie�"s a'plenums�or platform returns Inlie of ducts. / { r, s , ® Mastic and draw bands;must be, used in combinatlon=wlth Cloth backed_, rubber adhesive duct tape to seal leaks at duct connectlonst r"'"^µ �j�• A J', t�1� pr .F� yam, �. DECLARATION STATEMENT , • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. . I am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction, or an authorized representative of the person responsible for construction (responsible person). . I certify that the installed features, materials, components, or manufactured devices identified on this certificate (the installation) conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the " enforcement agency. . I understand that a HERS rater will check the installation to verify compliance, and that that if such checking identifies defects, I am required to take corrective action at my expense. I understand that Energy Commission and HERS provider representatives will also perform quality assurance checking of installations, including those approved as part of a sample group but not checked by a HERS rater, and if those installations fail to meet the requirements of such quality assurance checking, the required corrective action and additional checking/testing of other installations in that HERS sample group will be performed at my expense. . I reviewed a copy of the Certificate of Compliance (CF -1R) form approved by the enforcement agency that Identifies the specific requirements for the installation. I certify that the requirements detailed on the CF -IR that apply to the installation have been met. . I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Installation Certificate is required to be included with the documentation the builder. - provides to the building owner at occupancy. I will ensure that all Installation Certificates will come from a HERS provider data , registry for multiple orientation alternatives, and beginning October 1, 2010, for all low-rise residential buildings. Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) EFFICIENT AIR CONDITIONING Responsible Person's Name: Responsible Person's Signature: James Elia James Elia , CSLB License: Date Signed: Position With Company (Title): 881926 6/30/2014 Owner Is this installation monitored by a Third Party Quality Name of TPQCP (if applicable): _ Control Program (TPQCP)? ❑ Yes ❑ No t Reg: 215-N0168763A-M2000010A-0000 Registration Date/Time: 2015/06/23 18:14:37 HERS Provider: CalCERTS, Inc. 2008 Residential Compliance Forms.,a August 2009 .�. r, ..,_ f ,�{r -. ,�,. �,. .. a 1, • r l Enter the Duct System Name or Identification/Tag: System 8 (equip HVAC 8) Enter the Duct System Location or Area Served: NOT REQUIRED PER CF -1R Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. . • This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - com leteli new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered, must be the CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-411-MECH-20 ,' Duct Leakage Test - Completely New or Replacement Duct System (Page 1 of 2) Site Address: 52-457 Meriwether La Quinta CA 92253 (System 8 (equip Enforcement Agency: 'City Permit Number: (CFM) Y , HVAC 8)) of La Quinta SFD-14859 ; , l Enter the Duct System Name or Identification/Tag: System 8 (equip HVAC 8) Enter the Duct System Location or Area Served: NOT REQUIRED PER CF -1R Note: Submit one Installation Certificate for each duct system that must demonstrate compliance in the dwelling. . • This certificate is required for compliance for completely new duct systems installed in new dwelling construction, and also for completely new or replacement duct systems in existing dwellings. For existing dwellings, a completely new or replacement duct system can also include existing parts of the original duct system (e.g., register boots, air handler, coil, plenums, etc.) if those parts are accessible and they can be sealed. Duct Leakage Diagnostic Test - com leteli new or replacement ducts stem Enter a value for the Allowed Leakage (CFM) for the duct system leakage verification. The value entered, must be the VLLDCS criteria or one of the three calculated leakage rates described below. Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Compliance Credit. If compliance credit for Allowed verified low leakage ducts in conditioned space is shown in the special features section of the CF -1R, the Leakage leakage to outside test method must be used to verify duct leakage (refer to RA3.1.4.3.4), and 25 CFM must (CFM) be entered for Allowed Leakage. Allowed leakage calculation - (select one calculation method from this section). Use 6% (leakage factor = 0.06) for calculations. When utilizing Low Leakage Air Handler (LLAH) credit, the allowed duct leakage may be specified by the CF -1R to be less than 6%, in which case the user-specified leakage rate must be used in the calculations below, For example, if the user-specified leakage (specified as a percentage of fan airflow) is reported on the CF -1R as 3%, then'use a leakage factor of 0.03 in the calculations below. ❑ Cooling system method: ` -- m ,y...er raC Nominal capacity of condenser Tonsi ,v'z 400 xea�r kage factor =; CFM �• W .° ❑ Heating system me j,' 21.7 x [, `,i Output Capacity,in Thousands'of• Btu/hr x leakage factor CFMtVl: , ❑ Measured `airflow method;.(RA3 Enter measured fan flow'in CFM heFe:: _ x leakage'factor = CFM`' Enter value for•Actual leakage (CFM) in the right column, from measurement using applicable duct leakage Actual" Leakage pressurization test procedure from Reference Residential Appendix RA3.1(CFM @ 25 Pa). (CFM) List Actual Leakage from duct leakage,test(CFM) Pass if Actual Leakage is less than Allowed Leakage ❑ Pass ❑ Fail For complete replacement of duct systems only, if the 6 percent leakage rate criteria cannot be met, a smoke test should be performed to verify that the excess leakage is coming only from a pre-existing furnace cabinet _ (air handler cabinet), and not from other accessible portions of the duct system. A HERS rater must verify the installation (No sampling allowed). List Actual Leakage from smoke test(CFM) - Pass if all accessible leaks (except for existing air handler) are sealed'using smoke ❑ Pass ❑ Fail b Reg: 215-N0168763A-M2000001A-M20A Registration Date/Time: 2015/06/23 19:43:26 HERS Provider: Ca10ERTS, Inc.. 2008 Residential Compliance Forms, August 2009 r v • a r • CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING CF-4R-MECH-20 Duct Leakage Test - Completely New or Replacement Duct System (Page 2 of 2) Site Address: 52-457 Meriwether, La Quinta CA 92253 (System 8 (equip Enforcement Agency: Permit Number: , HVAC 8)) City of La Quinta SFD-14859 •• •, � T +. P Outside air (OA) ducts for Central'Fan Integrated (CFI) ventilation systems, shall not be sealed/taped off during duct eakage testing. CFI OA ducts that utilize controlled motorized dampers, that open only when OA ventilation is required to meet ASHRAE Standard 62.2, and close when OA ventilation is not required, may be configured to the closed position during duct leakage testing. � • + , • . All supply and return register boots must be sealed to the drywall New duct installations cannot utilize building�avities as°plenums or-platfoi'mkreturns7rn lieuz'd`pf� duct' �'P' � '?� -. S`i' � �.� 'Xr' x �?-r„Y. * ` Ia I.t*'�i' trw✓$I/'sT. �,. �� ; � ,Vt•,E':. �r PMastic and,draw bands must be used in combination with Cloth backed, rubber adhesive duct tape to seal leaks at uct connectioris. # �•I � `� �.l./." � ii.�a�, .�° i � * �< ...,. ,•'.,�..,,,,��_ DECLARATION;'STATEMENT�' tt r r `+� .= I certify under penalty of;perjuryf u i er,the laws"of the State of. California .Elie mformation_provided on this form'is true and correct: O I . I am the certified HERS rater who peg*ormed the verification services identiried and reported on this certificate (responsible rater). The installed feature, material, component, or manufactured device requiring HERS verification that is Identified on this certificate (the . installation) complies'with the applicable requirements in Reference Residential Appendices RA2 and RA3 and the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the local enforcement agency. ' ' I The information reported on applicable sections of the Installation Certificate(s) (CF -6R), signed and submitted by the persons) a responsible for the installation conforms to the requirements specified on the Certificate(s) of Compliance (CF -1R) approved by the enforcement agency. I Builder or Installer information as shown on the Installation Certificate (CF -6R) Company Name: (Installing Subcontractor. or General Contractor or Builder/Owner). EFFICIENT AIR CONDITIONING , Responsible Person's Name: CSLB License:.: James Elia 881926 r + HERS Provider Data Registry Information Sample Group # (if applicable): N/A ® tested/verified dwelling ❑ not-tested/verified dwelling in la HERS sample group HERS Rater Information CalCERTS Certificate # CCl-1799041412 ." HERS Rater Company Name: Advancing Home Performance, Inc. ' Responsible Rater's Name: Responsible Rater's Signature: , Robert Bachus Robert Buchus Responsible Rater's `Certification Number w/ this HERS Provider: - Date Signed: 6/18/2015 - CC2005695 a Reg: 215-N0168763A-M2000001A-M20A Registration Date/Time: 2015/06/23 19_:43:26 ..HERS Provider: Ca10ERTS, Inc. 2008 Residential Compliance Forms •• v , August' 2009 p . a Sladden Engineering :- 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (95'1) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 June 20, 2014 Project No. 544-14142 14-06-241 _...._.. -_._-_ _..._Kristi_HansonArchitects .................... ;_,_..:_..... ....... .................. ....._...._._...._ _..,_.....-......._... 72-185 Painters Path, Suite A RECEI Palm Desert, California 92260 VED Project: Proposed Custom Residence t JUL 2 52-547 Meriwether Way I 2014 Madison Club—Lot 30B CIN (F La Quinta, California - L COMMUNITY DE VLELOK).1E!'." Subject: Foundation and Grading Plan Review Ref: Geotechnical Update prepared by Sladden Engineering dated June 12, 2014; Project No. 544-14142, Report No. 14-06-234 " As requested, we have reviewed the Precise Grading Plans prepared by McGee Surveying, Inc. along with the Foundation Plans and Details prepared by Young Engineering Services. The plans reviewed were prepared for the proposed custom residence to be constructed at 52-547 Meriwether Way within the Madison Club development in the City of La Quinta, California. Based on our review, it is. our opinion that the recommendations provided in the above referenced Geotechnical Update and the previous geotechnical reports have been properly incorporated into these plans. If you have questions regarding this memo or the above referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIN SI pNq •, ETT L. ANDERSON 2� 0.( . 5 9 m Brett L. Anderso 9130114 Principal Engineer ENGNNN RING Letter/gvm slq� C Q� Copies: 4 / Kristi Hanson, Architects C is Sladden Engineering 41090 Golf Center.Parloray, Suite :F, I idio,'CA 92201 (7(,0) 863-b713 1iux (760) 863-0847 _ 6752 Stanton Avenue, Suite A, Buena Purl: CA 9062 f (714) 523-0952 l ax (714) 523-1369 450) gan Avenue; l3cuumont, CA' 92223 (951) 845-7743 Fax (951) 945-8863 800 E. Florida Avcnue, I-leuid,"CA 925'4 3 (951)766-5777 Fax (951) 766-8775 Ju.ne 12, 2014 Project No: 544-1.41.42 14-06-234 Kristi Hanson Architects 72-185 Painters Path, Suite A Palm Desert, California 92260 Subject: Geotechnical Update Project: Custom Residence ` 52-541. Meriwether Way The Madison Club - Lot 30B La Quinta, California Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28, 2005; Project No. 544-481.0, .Report No. 05-01-:101 Report of Testing and. Observation During Rough Grading prepared by Sladden Engi.necring dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence to be constructed at 52-541 Meriwether Way (identified as Lot 3013) within the Madison Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Madison Club project site. The rough grading included recompaction of the native surface soil along with the placement. of engineered fill material to construct the building pad. The site grading is summarized in .the referenced report of Testing and Observation During Rough Grading along with the compaction test results. Because the lot has been previously rough graded, the remedial grading required at this time should be min.i.m.al provided that the building area that falls within the previously assumed building envelope. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction prior to fill placement. Fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. r • June 1.2, 2014 2Project No. 544-141.42 14-06-234 The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous reports also address the potential for liquefaction, subsidence and differential settlement. Based upon our review of file referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and consh•uction of the proposed residential structure foundations. The allowable bearing pressures recommended in the referenced Geotechnical Investigation report remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pail footings should beat least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized, if. desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is recommended for use in design. Passive resistance .may be estimated using an equivalent flu.id weight of 300 pcf. if used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is generally non -expansive and falls within the "very low" expansion category .in accordance with the 2013 (CBC) classification criteria.. Pertinent 2013 CBC Seismic Design pa.rarneters are sununarized below. Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBCor ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic loading for the }proposed structures. The 2013 CBC Seismic Design Parameters are sunnnnarized below, Risk Category (Table 1.5-1):1/11/11I Site Class (Table 1.613.3.2): D Ss (Figure'1613.3.1.): 1532.8 S:i (Figure 1613.3.1): 0.7238 F, (Table 1.613.3.3(1)): 1.A F%, (Table 1613.5.3(2)):1.5 Sins (Equation 1.6-37 (F, X Ss)): 1.5328 Smr. (Equation. 1.6-38 (.Fv X Si.1):1.084g Sns (Equation 1.6-39 12/3 X Sms)): 1.0218 Sm (Equation 16-40 (2/3 X Sint)): 0.7238 Seismic Design Category: D �i Madden Engineering, June 12, 2014 -3- Project No. 544-141.42 14-06-234 In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered extremely corrosive with respect to concrete. The testing indicated soluble sulfate content of 2500 ppm (0.250 percent) that corresponds %vith the "very severe" exposure category in accordance with ACI 318-08, Table 3. In accordance with ACI 318-08, special sulfate resistant concrete mix designs will be required. Structural concrete placed in contact with soil should have a minimum compressive strength of 4500 psi and a maximum water/cement ratio of. 0.45. We appreciate the opportunity to provide -service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING t y� BRETT L. ANDERSON C No. Cg5369 Brett L. Anderson 9130114 s Principal Engineer clv ENGINEERING SE.R/gvn, srarF o cA��F Q Copies: 4/ Kristi Hanson Architects Sladden Engineering v • LA' QUIN AA Please verify that soils reports contain all of the above information. In addition, to assure CIO ntinuity.between'the investigationlreporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report comer all the required -elements. Only then. can we be assured that the construction documents address all of the site soil conditions. eftoL SON go. x}15389 �. 9130114 La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly.so stated. Yes No Criterion 12 --- ® Foundation criteria based upon bearing capacity of natural or compacted soil. Foundation' criteria to mitigate the effects of expansive soils. Cl Foundation criteria based upon bearing capacity. -of natural or -compacted soil. ® Foundation criteria to mitigate the effects of liquefaction. ® Foundation criteria. to mitigate the effects of seismically induced differential settlement. ® Foundation criteria to mitigate the effects of long-term differential settlement. ® Foundation criteria to mitigate the effects of varying soil strength. ® Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the above checklist should be noted as specific required corrections. eftoL SON go. x}15389 �. 9130114 GEOTECHNICAL INVESTIGATION PROPOSED MADISON CLUB GOLF CLUB AND RES.TDENTIAI. DEVELOPMENT NEC AVENUE 54 AND MADISON STREET LA QUINTA, CALIFORNIA -Prepared By- Sladden Engineering 39-725 Garand Lane, Suite G Palm Desert, California 92211 _ (760) 772-3893 Sladden Eng ineerin r g 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax(760)772-3896 January 28, 2005 Project No. 5444810 05-01-101 East of Madison, LLC 81-100 Avenue 53 La Quinta, California 9225.3 Attention: Mr, John GaTnlin Project• Madison Club Tentative Tract Map 33076 NEC Avenue 54 and. Madison Street La Quinta, California Subject. Geotechnical Investigation Presented herewith is the report of our Geotechnical Investigation conducted for the construction of the proposed golf club and residential development to be located on the northeast corner of Avenue 54 and c ' Madison Street in the City of La Quinta, California. The investigation was performed in order to provide recommendations for site preparation and to assist in foundation design for the proposed, residential structures and the related site improvements. This report presents the results of our field investigation and laboratory testing along with conclusions and recommendations for foundation design and site preparation. This report completes our original scope of services as outlined within our proposal dated December 13, 2004. We appreciate the opportunity to provide service to you on this project. if you have any questions regarding this report, please contact the undersigned PSC' •`•: ; Respectfully submitted, �� L. A,y- SLADDE ENGINEERING No. C 4538 G1 P. 9130106 Brett -L. Anderson Principal Engineer SER/pc Copies: 6/East of Madison, LLC " • y - . ti ' , ' � ` ` . GEOTuCHNI-ALuwVumzmGAzIcmv PROPOSED MADISON ClI]Q ^ . N PCAVENUE S4&:MADISON STREET ' IAQUINtA, CALIFORNIA January 28, 2005 TABLE OF CONTENTS ` � /rvTmwDwC-1/Om.................................................................................................................................... SCOPE OFWOPK� —'.-------_--'—^'^^---_---------,....—__------1` PRo}ECT- ummCmu.//�/m.....__--------.—.....--------------.,.....—.--1 GEOLOGY AND SF-ISJMQCrTy.............................................................................................................. SUBSURFACE C[NDMCNS.......... .... ....................................................................................... ....... 3 � LIQU8FACIICDN..................................................................................................................................... CONCLUSIONS AND RECOMMENDATIONS -----`'^^^^^^------------'^^~^--3 ` FoundationDesign ........................................................................................................................... 4 Settlements ......................................................................................................................................... S � _ Lateral ��ea�n �oc�u Design 5 � RetainingWalls ................................................................................................................................. 5 Expansive Soil ----_._.,~—_---------.---.,. 5 - Concrete Slabs -on -Grade ---.-----'--,..--'------'~—' 5� Soluble Sulfates -----_,.,,,,,,_____._ � —.---,~.'—_------._._.....~_° Tentative Pavement Design .--'_—_.-----~.----~--.—'---._...,----_ 6 Sx�nkmgwand Bobm�b�ue---.,.....~^___—.—.—......................................................... 6 General Site Grading .......................................................... 6 . 1. Site Clearing ^^_________,,,,,,.__._.______.,.,,,,______.____. 2. Preparation of Building and Foundation Areas ---- ----7 2LPlacenmemt.o6 Compacted Fill ................................................................................................ 4. wfSlab and Pavement Areas ........... ................................................................ 7 ' BLTesting and .......................................... ...................... ` J GENERAL................................................................................................................................................ R8F2RByJC0S...--------------.~ APPENDIX A' Site Plan and Boring Logs Field Exploration APPENDIX B- Laboratory Testing ' Laboratory Test Results ' ' APPENUIXC' 2001 California Budding Code with l997UBC Seismic Design Criteria. This report presents the results of our Geotechnical Investigation performed in order' to provide recommendations for site preparation and to assist in the design and construction of the foundations for the single-family residences proposed for the Madison Club golf course and residential development. The project site is located 'on the northeast corner of Avenue 54 and Madison Street in the City of La Quinta, California. The preliminary plans indicate that the proposed project will include an 18 -hole golf course, clubhouse, and approximately 200 single-family residences along with various associated site improvements. The associated site improvements are expected to include paved roadways, concrete driveways and patios, underground utilities, and landscape areas. SCOPE OF WORK The purpose of our investigation was to determine certain engineering characteristics of the near surface soil on the site in order to developrecommendations for foundation design and site preparation. Our . investigation included field exploration, laboratory testing, literature review, engineering analysis and the preparation of this report. Evaluation of hazardous materials or other environmental concerns was not within the scope of services provided. Ourinvestigation was performed in accordance with contemporary geotechnical engineering principles and practice. We do not make other warranty, either express or implied. • PROJECT E DESCRIPTION SC ON • The project site is located on the northeast corner of Avenue 54 and Madison Street in the City of La Quinta, California. It is our understanding that the project will consist of an 18 -hole golf course, clubhouse, and approximately 200 single-family residences along with various associated site improvements. it is our understanding that the proposed residences and clubhouse will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The associated improvements will include paved roadways, concrete walkways, patios, driveways, landscape areas and various underground utilities. The majority of the subject site is presently vacant. The site includes several agricultural parcels as well as undeveloped desert land. Large tamarisk trees exist along the majority of the property lines within the southeastern portion of the site. The majority of the eastern portions of the property have been previously used for agricultural purposes. The property is level throughout and is near the elevation of the adjacent properties and roadways. A horse ranch occupies the southeast corner of the site. The ranch contains several residential structures and various outbuildings. Fenced pastures occupy most of the ranch, Several other residences and structures exist at locations throughout the site. Avenue 54 forms the southern site boundary, Monroe Street forms the eastern site boundary, and Madison Street forms the western site boundary. The Hideaway development is located just west of the site. Sladden Engineering • January 28, 2005 • Project No. 544-4810 05-01-101 Based upon our previous experience with lightweight residential structures, we expect that isolated column loads will be less than 30 kips and wall loading will be less than to 2.0 kips per linear foot. Grading is expected to include minor cuts and fills to match the nearby elevations and to construct slightly elevated building pads to accommodate site drainage. Extensive cuts are proposed for several of - the golf holes with the preliminary plans indicating cuts in excess of 40 feet within some of the golf holes.. This does not include removal and recompaction of the bearing soil within the building areas. If the anticipated foundation loading or site grading varies substantially from that assumed the recommendations included in this report should be reevaluated. GEOLOGY AND SEISMICITY The project site is located within the central Coachella Valley that is part of the broader Salton Trough geomorphic province. The Salton Trough is a northwest trending depression that extends from the Gulf of California to the Banning Pass. Structurally the Salton Trough is dominated by several northwest trending faults, most notable of that is the San Andreas system. A relatively thick sequence of sedimentary rocks have been deposited in the Coachella Valley portion of the Salton Trough from Miocene to present times. These sediments are predominately terrestrial in nature with some lacustrian and minor marine deposits. The mountains surrounding the Coachella Valley are composed primarily of Precambrian'metamorphic and Mesozoic granitic rock. The Coachella Valley is situated in one of the more seismically active areas of California. The San Andreas fault zone is considered capable of generating a maximum credible earthquake of magnitude 8.0 and because of its proximity to the project site the distance of approximately 9.2 kilometers should be considered in design fault for the project. Seismic activity along the nearby faults continues to affect the area and the Coachella Valley is considered one of the more seismically active regions in California. A computer program and pertinent geologic literature were utilized to compile data related to earthquake fault zones in the region and previous seismic activity that may have affected the site. E.Q. Fault Version 3.00 (Blake) provides a compilation of data related to earthquake faults in the region. The program searches available databases and provides both distances to causitive faults and the corresponding accelerations that may be experienced on the site because of earthquake activity along these faults. The attenuation relationship utilized for this project was based upon Joyner &. Soore (2001.) attenuation curves. The information generated was utilized in our liquefaction evaluation The site is not located in any Earthquake Fault zones as designated by the State but is mapped in the County's Liquefaction and Ground Shaking .Hazard Zone V. Several significant seismic events have occurred within the Coachella Valley during the past 50 years. The events include Desert Hot Springs 1948 (6.5 Magnitude), Palm Springs - 1986 (5.9 Magnitude), Desert Hot Springs - 1992 (6.1 Magnitude), Landers -1992 (7.5 Magnitude) and*l3ig Bear -1992 (6.6 Magnitude). Sladden Engineering F_-I The soil underlying the site consists primarily of fine-grained silty sands with scattered prominent sandy clay and sandy silt layers. As is typical for the area, the silty sand and sandy silt layers are inconsistently interbedded and vary in thickness. Silty sands were the most prominent soil within our exploratory. borings but several prominent sandy silt and clayey silt layers were also encountered. The silty sands encountered near the existing ground surface appeared somewhat loose but the deeper silty sand and sandy silt layers appeared relatively firm. Relatively undisturbed samples indicated dry density varying from 84 to 121 pcf. Sampler penetration resistance (as measured by field blowcounts) indicates that density generally increases with depth. The site soil was dry on the surface and moist, below a depth of approximately 5 feet but some silty layers were typically wet. Laboratory testing indicated moisture content varying from 1 to 33 percent. Laboratory testing indicates that the surface soil within the upper 5 feet consist primarily of silty sands. Expansion testing indicates that the surface silty sands are generally non -expansive and are classified as 'very low" expansion category soil in accordance with Table 1.84-B of. the 1997 Uniform Building Code. Groundwater was encountered within our borings at depths of approximately, 51 to 79 feet below the existing ground surface. Groundwater should be considered in design and construction. LIQUEFACTION Liquefaction occurs with sudden loss of soil strength because of rapid increases in pore pressures within cohesionless soil as a result of repeated cyclic loading during seismic events. Several conditions must be present for liquefaction to occur including; the presence of relatively shallow groundwater, generally loose soil conditions, the susceptibility of soil to liquefaction based upon grain -size characteristics and, the generation of significant and repeated seismically induced ground accelerations. Liquefaction affects primarily loose, uniform grained cohesionless sands with low relative densities. In the case of this project site, several of the factors required for liquefaction to occur are not present. As previously indicated, groundwater was encountered within our borings at depths of approximately 51 to 79 feet below the existing ground surface on the site. Because of the depth to groundwater, the potential for liquefaction affecting the site is considered negligible. CONCLUSIONS AND RECOMMENDATIONS Based upon our field investigation and laboratory testing, it is our opinion that the proposed golf course, clubhouse, and residential development is feasible. from a soil mechanic's standpoint provided that the recommendations included in this report are considered in building foundation design and site preparation. Because of the somewhat loose condition of the near surface soil, remedial grading is recommended for the building areas. We recommend that remedial grading within the proposed building areas include the overexcavation and recompaction of the primary foundation bearing soil. Specific recommendations for site preparation are presented in the Site Grading section of this report. Sladden Engineering Based upon the depth to groundwater and the generally firm condition of the deeper sand layers, it is our opinion that the potential for liquefaction affecting the site is negligible. The remedial grading recommended for building areas will result in the construction of a uniform compacted soil mat beneath all footings. In our opinion, liquefaction related mitigation measures in addition to the site grading and foundation design recommendations included in this report should not be necessary., The site is located in one of the more seismically active areas in California. Design professionals should be aware of the site setting and the potential for earthquake activity during the anticipated life of the structure should be acknowledged. The accelerations that may be experienced on the site (as previously discussed) should be considered in design. The seismic provisions included in the Uniform Building Code for Seismic Zone 4 should be considered the minimum design criteria. Pertinent 1997 UBC Seismic Design Criteria is summarized in Appendix C. Caving did occur within our borings and the potential for caving should be expected within deeper excavations. All excavations should be constructed in accordance with the normal CaIOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the near surface silty sands will be classified by CalOSHA as Type C. Soil conditions should be verified in the field by a "Competent person" employed by the Contractor. The near surface soil encountered during our investigation was found to be non -expansive. Laboratory • testing indicated an Expansion Index of 0 for the surface silty sands that corresponds with the "very low" expansion category in accordance with UBC Table 18 -I -B. The following recommendations present more detailed design criteria which have been developed on the basis of our field and laboratory investigation. The recommendations are based upon non -expansive soil criteria. • Foundation Design: The results of our investigation indicate that either conventional shallow continuous footings or isolated pad footings that are supported upon properly compacted soil, may be expected to provide adequate support for the proposed structure foundations. Building pad grading should be performed as described in the Site Grading Section of this report to provide for uniform and firm bearing conditions for the structure foundations. Footings should extend at least 12 inches beneath lowest adjacent grade isolated square or rectangular footings should be at least two feet square and continuous footings should be at least 12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500 pounds per square foot (pso and isolated pad footings may be designed using an allowable bearing pressure of 1800 psi. Allowable increases of 250 psi for each additional 1 foot of width and 250 psi for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 2500 psi. The allowable bearing pressures are applicable to dead and frequently applied live loads. The allowable bearing pressures may be increased by 1/3 to resist wind and seismic loading. Care should be taken to see that bearing or subgrade soil is not allowed to become saturated from the ponding of rainwater or irrigation. Drainage from the building area should be rapid and complete. Sladden Engineering January 28, 2005 , - -5 Project No. 544-.4.810 05-01-101 The recommendations provided" in the preceding paragraph are based on the assumption that all footings will be supported upon properly compacted engineered fill soil. All grading "should be performed under the testing and inspection of the Soil Engineer or his representative. Prior to. the placement of concrete, we recommend that the footing excavations be inspected in order to verify that they extend into compacted soil and are free of loose and disturbed materials. Settlements: Settlements resulting from the anticipated foundation loads should be minimal provided that the recommendations included in this report are considered in foundation design and construction. The estimated ultimate settlements are calculated to be approximately one inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. Lateral Design: Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used with consideration to dead load forces only. A passive earth pressure of. 250 pounds per square foot, per foot of depth, may. be used for the sides of footings that are poured against properly compacted native or approved non -expansive import soil. Passive earth pressure should be ignored within the upper 1 foot" except where confined (such as beneath a floor slab). • Retaining Walls: Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall design can be estimated "using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free - draining native backfill conditions. Backdrains should be provided for the full height of the walls. Expansive Soil: Because of the prominence of "very low". expansion category soil near the surface, the expansion potential of the foundation bearing soil should not be a controlling factor in foundation or floor slab design. Expansion potential "should be reevaluated subsequent to grading. Concrete Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by a minimum compacted non -expansive fill thickness of 24 inches, placed as described in the Site Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor barrier or an adequate capillary break. Vapor barriers should be protected by sand in order to reduce the possibility of puncture and to aid in obtaining uniform concrete curing. Reinforcement of slabs -on -grade in order to resist expansive soil pressures should not be necessary. However, reinforcement will have a beneficial effect in containing cracking because of concrete shrinkage. Temperature and shrinkage related cracking should be anticipated in all concrete slabs -on -grade. Slab reinforcement and the spacing of control joints should be determined by the Structural Engineer. Sladden Engineering • January 28, 2005 -6- Project No. 544-4810 05-01-101 Soluble Sulfates: The soluble sulfate concentrations of the surface soil have not yet been determined but native soil in the area has been known to be potentially corrosive with respect to concrete. The use of Type V cement and specialized sulfate resistant concrete mix designs may be necessary for concrete in contact with the native soil. Tentative Pavement Design All paving should be underlain by a minimum compacted 'fill thickness of 12 inches (excluding aggregate base). This may be performed as described in the Site Grading Section of this report. R -Value testing was not conducted during our investigation but based upon the sandy nature of the surface soil, an R -Value of approximately 50 appears appropriate for preliminary pavement design. The following preliminary onsite pavement section is based upon a design R -Value of 50. Onsite Pavement (Traffic Index = 5.0) Use 3.0 inches of asphalt on 4.5 inches of Class 2 base material Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of CalTrans Standard Specifications, January 1992. Asphaltic concrete should conform to Section 39 of the CalTrans Standard Specifications. The recommended sections should be provided with a uniformly compacted subgrade and precise control of thickness and elevations during placement. Pavement and slab designs are tentative and should be confirmed at the completion of site • grading when the subgrade soil is in-place. This will include sampling and testing of the actual subgrade soil and an analysis based upon the specific traffic information • Shrinkage and Subsidence: Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 20 to 25 percent. Subsidence of the surfaces that are scarified and compacted should be between 1 and 3 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. These values for shrinkage and subsidence are exclusive of losses that will occur because of the stripping of the organic material from the site and the removal of oversize material. The shrinkage losses are suspected to be somewhat less within areas where deeper cuts (more than 20 feet in depth) are planned. General Site Grading: A11 grading should be performed in accordance with the grading ordinance of the City of La Quinta, California. The following recommendations have been developed on the basis of our field and laboratory testing and are intended to provide a uniform compacted mat of soil beneath the building slabs and foundations. 1. Site Clearing: Proper site clearing will be very important. Any existing vegetation, slabs, foundations, abandoned underground utilities or irrigation lines should be removed from the proposed building areas and the 'resulting excavations should be properly backfilled. Soil that is disturbed during site clearing should be removed and replaced as controlled compacted fill under the direction of the Soil Engineer. . Sladden ,6ngineering January 28, 2005 7 Project No. 544-4810 05-01-101- 2. Preparation of Building and Foundation Areas: In ;order to provide adequate and uniform bearing conditions, we recommend overexcavation throughout the proposed residential building areas. The building areas should be overexcavated to a depth of at least 3 feet below existing grade or. 3 feet below the bottom of the footings, whichever is deeper. The exposed soil should then be scarified to a depth of 1 -foot, moisture conditioned and recompacted to at least 90 percent relative compaction: The excavated material may then be replaced as engineered fill material as recommended below. 3. Placement of Compacted Fill: Within the building pad areas, fill materials should be spread in thin lifts, and compacted at near optimum moisture content to a minimum of 90 percent relative compaction. Imported fill material shall have an Expansion Index not exceeding 20. The contractor shall notify the Soil Engineer at least 48 hours in advance of importing soil in order to provide sufficient time for the evaluation of proposed import materials. The contractor shall be responsible for delivering material to the site that complies with the project specifications.. Approval by the Soil Engineer will be based upon material delivered to the site and not the preliminary evaluation of import sources. Our observations of the materials encountered during our investigation indicate that • compaction within the native soil will be most readily obtained by means of heavy rubber tired equipment and/or sheepsfoot compactors. The moisture content of the near surface soils was somewhat inconsistent within our borings. In general, the sandy soils are dry and well below optimum moisture content but some of the deeper silt layers were wet. It is likely that wet silt/clay layers will be encountered during grading particularly in irrigated areas where deep cuts are planned. A uniform and near optimum moisture content should be maintained during fill placement and compaction. 4. Preparation of Slab and Paving Areas: All surfaces to receive asphalt concrete paving or exterior concrete slabs -on -grade, should be underlain by a minimum compacted fill - thickness of 12 inches. This may be accomplished by a combination of overexcavation, scarification and recompaction of the surface, and replacement of the excavated material as controlled compacted fill. Compaction of the slab and pavement areas should be to a minimum of 90 percent relative compaction. 5. Testing and Inspection: ''During grading tests and observations should be performed by the Soil Engineer or his representative in order to verify that the grading is being performed in accordance with the project specifications. Field density testing shall be performed in accordance with applicable ASTM test standards. The minimum acceptable degree of compaction shall be 90 percent of the maximum dry density as obtained by the ASTM D1557-91 test method. Where testing indicates insufficient density, additional compactive effort shall be applied until retesting indicates satisfactory compaction. Sladden Engineering •. January 28, 2005 -8- Project No. 54.4-4810 05-01-101., GENERAL The findings and recommendations presented in this report are based upon an interpolation of -the soil conditions between boring locations and extrapolation of these conditions throughout the proposed building area. Should conditions encountered during grading appear different than those indicated in this report, this office should be notified. This report is considered to be applicable for use by East of Madison, LLC, for the specific site and project described herein, The use of this report by other parties or for other projects is not authorized. The recommendations of this report are contingent upon monitoring of the grading operations, by a representative of Sladden Engineering, All recommendations are considered to be tentative pending our review of the grading operations and additional testing, if indicated. If others are employed to perform any soil testing, this office should be notified prior to such testing in order to coordinate any required site visits by our representative and to assure indemnification of Sladden Engineering. We recommend that a pre -job conference be held on the site prior to the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of -the recommendations presented in this report as they apply to the actual grading performed. Sladden Engineering • January 28, 2005 -9- Project No. 5444810 05-01-101 REFERENCES ASCE journal of Geotechnical Engineering Division, April 1974. Boore, Joyner and Fumal (1994) Estimation of Response Spectra mid Peak Accelerations from North American: Earthquakes, U. S. Geological Survey, Open File Reports 94-127 and 93-509. Finn, W. E. Liam, (1996) Evaluation of Liquefaction Potential for Different Earthquake Magnitudes and Site Conditions, National Center for Earthquake Engineering Research Committee. Joyner and Boore, (1988) Measurements, Characterization and Prediction of Strong Ground Motion, ASCE Journal of Geotechnical Engineering, Special Publication No. 20. Lee & Albaisa (1974) "Earthquake Induced Settlements in Saturated Sands". Seed and Idriss (1982) Ground Motions and Soil Liquefaction During Earthquakes, Earthquake Engineering Research Institute Monograph. Seed, Tokimatsu, Harder and Chung, (1985), Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, ASCE Journal of Geotechnical Engineering, Volume 111, No. 12, December. Rogers, Thomas H., Geologic Map of California, Santa Ana Map Sheet. Riverside County, 1984, Seismic Safety Element of the Riverside County General Platt APPENDIX A FIELD EXPLORATION For our field investigation, 29 exploratory borings were excavated between December 13 and December 23, 2004 using a truck mounted hollow stem auger rig (Mobile B-61) in the approximate locations indicated on the site plan included in this appendix. Continuous log of the materials encountered were prepared on the site by a. representative of Sladden Engineering. Boring logs are included in this appendix. Representative undisturbed samples were obtained within our boring by driving a thin-walled steel penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT)• sampler with a 140 pound hammer, dropping approximately 30 inches (ASTM.D1586). The number of blows required to drive the samplers 18 inches was recorded (generally in 6 inch increments). Blowcounts are indicated on " the boring log. The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of 2.5 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1.5 inches. Undisturbed samples were removed from the sampler and placed in moisture scaled containers in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing. . 40 Madison Club -The Nideaiway NEC Avenue 54 & Madison Street, La Quinta ate: .12/13/2004 Boring No. 1" Job Number: 544-4810 U o � u, U 3 Description r°n o Rmuks 0Native Soil 5 , 10 15 6/4/6 Sand: Fine to Modium Grained and Sandy Silt Layer — 2" SP Grey in color 30 5/617 Clayey Silt ML 6 64 Grey in color 35 ' 9/13/10 Sand: Fine to Medium Grained Layer,9" and Sandy Silt SP 2 10 Grcy in color .40 10/10/8 Silty Sand: Fine Grained SM 2 14 Grey in color 45 8/10/8 Silt and Clay: lntarbcdded Thin Lenses ML 6 Grey in color SO s 11/16/21 Send: Fine to Medium Grained SR 3 Irrey in calor Sladden Engineering 55 8/9/11 Sand: Fine to Medium Grained and Sandy Silt Layer-- 2" SP 4 6 Brownish Grcy in color' 60 3/3/4 Clayey Silt ML 27 77 Grey in color 65 10/7/8 Sand: Fine to Medium Grained layer ^-9" and Sandy Silt SP 23 — Grey in color 70 11/13/16 Silty Sand: Fine Grained SM 26. 22 Dark Grey in color 75 -Groundwater 719112 Silt and Clay: Interbedded Thin Lenses ML 33 72 Dark Gray in colon @ – 78 Feet 80 85 90111111 5/7/8 6/10/10. 1 Claycy Silt - ML 32 70 Brownish Grey in color Sample Not Recovered, -Note.- -represent 95boundwics _ -Total 100 The stratification lines the approximate bctwxn the soil the nansition may be ual. Depth = 90 Fad Groundwater encountered edrock not encountered Madison Club-The Mcleaway NEC .Avenue 54 & Madison Street, La Quinta Date: 12/18/2004 Boring No. 2 Job Number: 5444810 CDc N t; v Description Rcmarks 0 ative Soil 5 3/3/3 Silty Sand: Fine Grained $M 2 .-- ight Grcy in color 10 5/6/7 Silty Sand: Fine Grained SM I — Light Brown in color 15 3/4/6 Silt ML 9 97 Tan in color 20 4/5/7 Sandy Silt and Silt Layers ML., 11 81 an in color 25 5/6/7 Silty Sand: Fine Grained SM 2 24 Greyish Brown in color 30 3/5/9 Sandy Silt and Sih Laycrs ML 5 64 Light Brown in color. 35 4/5/7 Sandy Silt ML 6 56 Greyish Brown in color 40 - 6/8/13 Silty Sand. Fine Grained r SM. 2 --- _ Brownish Grey in color 45 5/7/7 Sandy Silt ML l0 51 Brownish Grey in color 50 8/10/1 I Silty Sand: Finc Grainod and Silt Layer --I " SM 3 18 rownish Grey in color Sladden Engineering t a 55 4/6/8 Claycy Silt ML , 22 77 Brown in color - r a 60 4x7/8 Sandy Silt with Traom of CIay ML. 17 67 Brown in color 65 5/8/9 Sandy Silt ML 22 77 Brown in color , 70 7/8/18 Sand and Silt Laycru SM 12 34 Brown in color - 75 JL 3/3/6 Clayey Silt ML 31 83 Brown in color - G-undwater Q–7R Feet . 80 4/6/7 Clayey Silt ML 27 88 Brown in color 85 6/14/17 Clayty Silt ML 26 63 Brown in color 90 113/1 Silty Sand: Finc Graincd SM 28 10 Brown in color - Note: The stratification lines represent the approximate 95 IR/16 Silty Sand: Fine Grained SM 28 16 boundazics between the soil _ types; the transition may be s ual. -Total Ucpth =101.5 Fcct 100 5/6/12 Claycy Sand SM 19 47 Groundwater encountered - edrock not encountered -4 Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quinta JPDate: 12/18/2004 Boring No. 3 Job Number: ; 544-4810 • o 'o o � Description •o o Q Remarks 0 ative Soil 10 15 20 25 5/9/12 Silty Sand: Fine Grained and Silt Laycr ^-3" SM 5 20 Greyish Brown in color 30 4/618 Silty Sand: Fine Grained and Silt Laycr--1" SM 3 21 Greyish Brown in color 35 8/11/16 Silty Sand: Finc Grained SM 2 14 Bmwnish Grey in color 40 6/9/14 Silty Sand: Fine Grained SM 3 16 Brownish Grey in color 45 515/7 Sandy Silt ML 25 84 Brown in color • 50 3/4/8 Silt ML 22 56 Brown in color Sladden Engineering - + 55 9/10/17 Sand: Fine to Medium Grained SP zG 9 Brownish Grcy in calor Groundwater @ 56 Feet 60 416,r7 Silt ML 27 66 Brown in color 65 6/13/10 Silty Sand: Fine Grained SM 24 14 Brownish Grcy in color 70 JL 2/5/14 Sandy Silt ML 24 52 Brown in color 75 80 5/1222 621/34 Silty Sand: Fine Grained Clayey Sand SM SM 27 16 30 26 Brown in color Brown in color 85 90 -Note: -representthc 112026 10/16/31 Sand: Finc to Wdium Grainod Sand: Coarsc Grained and Sandy Silt SP SP28Brown 18 5 Brown in color in color The stratification lints approximatc bctwom the soil the transition may be gradual. otal Dcpth = 101.5 Feet roundwater encountered not cncountered 95 -types; - JL 7/1521 Silty Sand: Fine Grained SM 19 ___boundarim 100 ; -[Bedrock 5/8/17 Sand: Coarse Grained SP 17 — F_ L F_ L Madison Club-The Mdeaway NEC Avenue 54 & Madison StrpA La Quinta te: 12/20/2004 Boring No. 4 Job Number: 544-4810 4~ _ (� pq Description s Rcmarks 0 - 5 l0 IS 20 Silty Sand_ Fine to Medium Grained ativc Soil 25 214/6 Clayey Silt ML 11 78 Grey in color 30 5/8/9 Silty Sand: Fine Grained and Clay Layer-5" SM 6 --- Grey in color 35 40 7/8/12 5/8/13 Sand: Fine Grainod Sand: Finc Grained SP 2 9 Grey in color Grey in color 45 2/3/6 Clayey Silt Lays - 8" and Silty Clay Layer- 8" ML 31 87 Grey in color 50 516/11 Silty Sand: Finc Grained SM 22 1 19116roundwat6w@-61 Feet Sladden Enginccring 0 F,- • 55 9/18/31 Sand: Fine Grained SP 22 11 Dark Grcy in color 60 6/8/16 Sandy Silt ML . 24 61 Dark Grey in color 65 3/4x1 Clay CL 23 91. BroWniA Grey in color 70 75 80 85 90 - 95 _ -Total I 00 - '• ` . 4/13/16 9/15/17 12/16/23 619/13 6/10/15 17/2629 8/17/29 Sand: Fine to Coanw Grainer/ Sand: Fine to Coarse Grtiinod Sand: Fure to Coarse Grained and Gravel Sand: Fine to Coarse Grained and Silty Clay Layer 4" Sand: Fine to Coarse Grained Sand: Fine to Coarse Grained Sand: Fine to Coarse Grained SP SP SP SP SP SP Sl' 25 23 23 23 28 27 30 10 11 8 11 7 8 Grcy in color' Grey in color Grey in color Grey in color Grey in color Oto: The Stratification lines cprescnt the approximate boundaries between the soil ; the transition may be ual. Dcpth = 101.5 Foci Groundwater encountered edroek not encountered Sladden Engineering • Madison Cluh=The Hideaway late: NEC Avenue 54 & Madison Street, La Quintu 12/20/2004 Boring No. 5 Job Number: 544-4810 o - , _ u i Q p U I2 Desai tion 0 �, � O emarlo 0 Native Soil S 5/7/I O Sandy Silt • ML 90 14 77 Greyish -.Brown in color 10 3/5/9 Silty Sand: Fine Grained SM 110 5 16 Grey in color w 5 5/7!10 Clayey Silt and Sandy Silt ML 108 3 74 Brownish Grey in color 20 4B/13 Sand: Fine Grained SP 114 l 11 my in color 25 a 30 California Split -spoon Sample ToW Depth =--21' I a + Bedrock notcncvuntcrcd - Unrecovered Sample Groundwater not encountered - Standard Penetration Test Sample > 35 .r 40 Note: The stratification lines represent the approximate 4. _ - boundaries between the soil types; the transition may be , _ gradual. 45 1-50 Sladden Engineering • Sladden Engineering Madison Club-The Hideaway NEC Avenue 54 & Madison Street, La Qltinta ate: 12/20/2004 Bering No: 6 Job Number: 5444810 Lill e c N Cq , , rn 0 U o pq Uc.9cri tion � ri •� o oRornarks 0 ativo Soil 5 5/9/11 • Sand: Fine Grained and Claycy Silt SP 114 2 rcy in color lU 9/10/10 Sand: Fine Grained and Silty Sand: Fine Grained SP 107 2 11 IGmy in color 15 4/6/10 Sand: Fine Grained and Sandy Silt Sp 101 23 Grey in color 20 5/10/17 Sand: Fine Grained SP 91 20 7 Grey in color 25 30 California Split-spoon Sample Total Depth —21' - I edrock not encountered - Unrcoovecd Sample Groundwater not encountered - Standard Penetration Test Sarnple 35 40 Note: The stratification linea represent the approximate boundaries between die soil types; the transition may be gradual, 45 • SO Sladden Engineering 4 Madison Club -The Hideaway NEC Avenue 54 & Madison Street La Quinta ate: 12/20/2004 Borin ,No. 7.. _ Job Number: 544-4810 q n U Description • C° Remarks 0 ative Soil 5 4/5/8 Silty Sand: Fine Grained SM 102 3 21 Brownish Grey in color 10 4/4/8 Clay and Silty Sand: Fine Grained SM 94 22 16 rownish Grey in color 15 :: 4/6/11 Sand: Fine to Coarse Grained and Sandy Silt Sp 103 5 10 Grey in color 20'HI 5/9/13 Sandy Silt ML 110 6 77 Grey in color 25 30California Split -spoon Sample Total Depth —2V Bedrock not encountered - Unrecoverrd Sample I Groundwater not encountered _ - • Standard Penetration Test Sample 35 - 40 Note: The stratification lines represent the approximate . boundaries bctwccn the soil typrs; the transition may be gradual, 45 L5_0 Sladden Engineering 4 Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quinta ate: 12/20/2004 Boring No. 8 Job Number: 544-4810 rn v pa Dcsc ' tion ;e g emarks 0 alive Soil 5 4/7/11 Sandy Silt and Silty Clay ML IN 2 67 Grey in color 10 7/9/9 Silty Clay and Silty Sand: Fine Grained ML 107 8 80 Grey in color 15 10/16/24 Sand: Fine Grained SP 118 6 9 Grey in color 20 8/12/18 Silty Sand; Finc Grained and Sandy Silt SM 1 1 1 7 15 Grey in color 25 30 California Split-spixin Sample otal Dcpth —21' - I - BCdTOCk not encountered - Unrecovered Sample Groundwater not encountered - Standard Penetration Test Sample 35 40 Now The stratification lines represent the approximate boundaries between the soil types; the transition may be gradual. 45 59 Sladden Engineering • - ' , • •Bladder Engineering _ .,•r• .,� K Madison Club -The hideaway late: NEC Avenue 54 & Madison Street La. Quinti 12/20/2004 Boring No. 9 Job Number:. 544-4810 7 F2 19 q Q Desert tion �„ F re4 Remarks 0 ativc Soil 5 4/5./9 Sand: Fine Grained SP 101 3 7 'Grey in color , 10 5/9/15 Sandy Silt CML 90 22 75 Grry in color 15 4/9/15 Silty Sand: Fine Gralnod . SM 102 ' 14 1'5 Grey in color, 20 8/1680 Sand: Finc Graincxl' SP 98 18 11 Grey in color 25 30 California Split -spoon Sample otal Dcpth x-21' v +.Bedrock not encountered - Unrecovered SampleGroundwater not encountered Standard Penetration Test Sample 35 r 40 Note: The stratification lines represent the approximate , _ boundaries between the soil types; the trnnsition may be _ gradual, t r: ' 4s 5(7 • - ' , • •Bladder Engineering _ .,•r• .,� K 4 4 ter. _ • .r ^ y" Madison Club -The Hideaway , NEC Avenue 54 & Madison Street, La Quinta XP)R 12/21/2004 Boring No. 10 Job Number: 544-4810 o � Description rn Z Remarks O ativc Soil - 5 12/15/23 Sand: Fine Grained and Sandy Silt SP r 100 2 9 rey in color 10 23/35/31 Sand: Fin;Gminod and Clayey Silt SP 108 3 9 rownish Grey in color 5 16/21/38 Sand: Fine Grained SP 99 6 7 Brownish Grey in color 20 'E 23/50-5 Sand: Fine Grained SP 106 3 7nyi&h Bn�wn in calor 25 30 California Split -spoon Sample Total Depth e--21' IBedrock not encountered Unreoovered Sample roundwater not encountered - - I Standard Penctration Test Sample 35 40 Notc: The stratification linin represent the approximate - boundaries between the soil types; the transition may be , gradual. o 45 50 Sladden Engineering ' :4 .4 Madison Club -The Hideaway NEC Avenue 54 & _Madison Street, La QuIntA ate: 12/21/2004 Bering No. 11 Job Number: 5444810 0 A rn ta o Description " riRemarks 3 o 0 Native Soil 5 10/14/19 Sand: Fine Grained SP 114 2 12 rey in color 10 8/11/15 Sand: Fine Grained SP 115 3 11 Brownish Grey hi color 15 9/13/16 Sandy Silt and Sand: Fine Grained ML 121 2 72 Greyish Brown in chlor 20 8/11/15 Sand: Fine Grainad - SP 113 2 12 Grey u► color 25 30 California Split -spoon Samplc Total Dcpth —2P alrock not cucountazd - Unrccovered Sample roundwater not encountered - Standard Penotration Test Sample 35 40 Note: The stratification lines represent the appmaimate - boundaries between the soil types; the transition may be _ gradual. 45 SO Sladden Engineering Madison Club-The Hideaway , NEC Avenue 54 & Madison Street; La Quinta ate: 12/21/2004 Boring No. 12 Job Number: 5444810 q y U c Description W .Z Remarks 0 ative Soil 5 8/11/13 Sand: Fine Grainod SP 113 2 8 rownish Grcy in calor 10 ,' 619/13 Sand: Fine Grained SP 109 1 9 ` Grry in color 15 9/12/14 Silty Sand: Finc Grained Sm 114 2 - 17 Grey in color 20 9/12/22 Silty Sand, Finc Grained' SM 112 4' 16 Grey ut color 25 30 California Split-spoon Sample Total'Dcpth x-21' Icdmck not cnoountered Unrccovered Sample - roundwatcr not encountered _ Standard Penetration Test Sample 35 40 Notc: The stratification lines represent the approximate boundaries betwom the soil types; the transition may be ` _ gradual. 45 50 . Sladden Engineering . h 4 Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quints - ate: 12/21/2004 Wo—ring No. 13 - Job Number: 544-4810 IM I v, U OD Dr—wri tion Remarks 0Native Soil 5 4/6/6 "r Sand: Fine Grained Sp 1 15 1 10 iey in color , lU 6/7111 Sand: Fine Grained SP 103 1 8 ruy in color 15 9/14/15 Silty Sand: Fine Grained SM 110 1 18 . r7;in color - California Split -spoon Sample ol,d Pcpth =-rl6' fBedrock not encountered 20 Unrecovered Sample Grt)undwater not encountcrod - Standard Penetration Tcst Sample , 25 - Note: The stratification lines represent the approximate boundaries Wwcen the Boil types; the transition may be - gradual. ' 30 35 40 M 45 s0 Sladden Engineering IU Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quint>a Date: 12/21/2004 Boring No. 14 Job Number: 5444810 �, Cg Descri tion: Cn o Remarks 0 ativc Soil i 5 milli 7/10/14 Clayey Silt and Silty Sand: Fine Grained ML ' 104 11 77 Grey in color 10 : 8/12/16 Sand: Fine Gtainod SP 99 ti 8 Srownish Grey in color 15 6/10/11 Clayey Silt ML 93 24 83 rownisb Grey in color 20 5/8/11 Claycy Silt and Sandy Silt Iv1L 93 -27 80 Grey in color 25 30 California Split -spoon Samplc Total Depth =-21' edroek not eneounterexl - Unrecovered Sample Groundwater not encountered - Standard Penetration Teat Sample 35' 40 Note: The stratification lines rcprc=t the approximate 1 boundaries betwccn tbo evil types; the transition may be _ gradual. 45 r I so Sladden Engineering i 4 Madison Club -The Hideaway ; NEC Avenue 54 & Madison Street, La Quints te: 12/21/2004 Boring No. 15 Job Number: 5444810 0 G N O Description Remarks 0 alive Soil 5 3W Sand: Fine Grained SP 3 10 Cirey in color Ill 2/213 Silty Sand: Fine Grainod SM 8 13 rey in color 15 3/5n Silty Sand: Fine Grainod SM 3 15 Brown in color 20 6nJ7 Silty Sand: Fine Grained and Clay Layer —3" SM 6 16 rown in Color 25 3/3/4 Clay Layer —7" and Claycy Silt -Layer •-4" rown in color 30 California Split -spoon Sample Totttl Depth A-26' IBedrock not encountered - Unrccovcred Sample Groundwater not cnwuntea•od - Standard Penetration Test Sample 35 40 Note: The stratification lines rcprcmnt the approximate boundaries between the soil types; the transition may be gradual. 45 Sladdcn Engineering r L_ Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quints . ate: 12/21/2004 Berin Nu, 16 Job Number: $44-4810 O U O Get Description C.O vi a z o errtaft 0 Native Soil 5 10/11/14 Silty Sand: Fine Grained and Clayey Silt SM 103 6 16 Grey in color 10 °s 6/9/13 Sand: Fine Gtttinal SP .110 2 7 rey in color Is ' 7/11112 Sand: Fine Gndaed SP 109 2 ' G Grey in color 20 7/13/20 Sandy Silt and Silty Sand: Fine Grained ML 99 7 GO 1eY in color 25 30 California Split -spoon Samplc Total Depth x-21' IBedrock not encountered - Unrecovered Sample Groundwater not mcountcred - Standard Penetration Test Sample .35 ' a 40 Note: The stratification lines represent the appmximate _ boundaries bctwoen the soil types; the transition may be _ gradual. , 4$ - 50 f Sladden En&eefing Y - Madison Club-The. Hideaway NEC Avenue 54 & Madison Street, La quints - ate: 12/21/2004 Boring No.,17. Job Number: 5444810 0 0 M: a U Description r„ Remarks 0 Native Soil 5 6/10/16 Claycy Silt ML 109 1 76 �Grey in Color 10 12/14/22 Clayey Silt ML, 108 8 71 Grey in color. r 15 6/9/12 Silty Sant: Fine Grained SM l07 2 16 Grey in color California Split-spoon Sample Total Depth —16' _ IBedrock not mcountcrW 20 Unrecovered Samplc Groundwater not encoentaod - Standard Pmctrution Test Sample ' • 25 - Note: The stratification lines represent the approximate _ boundaries between the soil types; the transition may be gradual. 30 - 35 40 45 - so Sladden Enginocring 4 Madison Club -Tine Hideaway NEC Avenue 54 & Madison Street lea Quinta Date: 12/21/2004 Boring No. 18 Job Number: 5444810 rn V 3 Dest:ri tion �, -.9 Remarks 0 Native Soil 5 6/8/15 Silty Sand: Fine Grained SM 103 1 17 Grey in color 10 12/14/19 Sand: Fine Grained SP 112 0 7 Brownish Grey in color 15 9/10/13 Sant: Fine Grained SP 104 1 5 Brownish Grey in color - California Split -spoon Samplo Total Depth —16' Bedrock not cncountmed 20 Unrocovaal Sample Groundwater not encountered - I Standard Penetration Test Samplc 25 Note: The stratification linea represent the approximate boundaries between the soil types; the transition may be gradual. 30 35 40 45 50 Sladden Engineering • Sladden Engineering ; 1VMadison Cluh-The Hideaway NEC Avenue 54 & Madison Street La Quinta Mate: 12/21/2004 Boring No. 19 Job Number: -544-4810 (� Do3Cri tion Remarks 0 ative Soil 5 10/14/18 Silty Sand: Fine Grained SM 103 I '14 Grey in color 10 4/7/9 Sand: Fine Grained SP 104 2 10 rcy in color, a .ro 15 5/7/l O Silty Sand: Finc Grained SM • 111 4 18 Grey in color 20 ` 7/11/20 Sand: Fine Grained SP lU9 4 8 ny in color 25 30 California Split -spoon Sampleotal Depth X21' Iedmck not encountered - Unrecovered Sample Groundwater not encountered Standard Penetration Test Sample 35 40 Note: The utratification lines rcpresatt the approximate . - boundaries between the soil types; the transition may be _ gradual. 45 - 50 • Sladden Engineering ; Madison Club -The HideawayF_ ' NEC Avenue 54 & Madison Street,.La Quints ate: 12/21/2004 Boring No. 20 Job Number: 544-4$10 vt.,1 c c P. \ N � $vy CfjU Descri tion to � e enutric3 3 0• alive Soil 5 8/9/12 Sand: Finc Grainod SP 113 1 8 rey in color 10 : 9/13/14 Sand: Finc Grainod SP 109 5 -- Grey in color 15 6/9/13 Sand: Finc Grainod SP 109 1 8 Grey in color 20 8/14/27 Sand: Finc Grainotl SP 112 4 10 rcy in color IG 25 30 California Split -spoon Sample, Total Dcpth =--21' Bedrock not enoounterW.. - Unrocovcacd Samplc Groundwater not encountered - Standard Penetration Test Sample 35 _ f 40 Note: The stratification lines represent the approximate boundaries between the soil types; the transition may be _ r _ gradual, 45 ' 50 _ Sladden Engineering r r L Madison Club -The Hideaway NEC Avenue 54 & Madison Street,'La Quinta ' ate: 12/23/2004 Boring No. 21 Job Number: 5444810 s o U Description M o Remarks 0 alive Soil 5 $/10/21 Sand: Finc Cnrincd SP 1 9 rcy in color lU 8/10/10 Sand: Finc Grainal SP 5 10 F Grey in color 15 3/4/8 Silty Clay and Clay Layer —3" ML 11 75 Brownish Grey in color 20 3/6/11 Silt and Clay- Thin Interbedded Lenses CL 10 95 rowniPh Grey in color 25 30California Split -spoon Sample Total Depth x-21' - (Bedrock not encountered - Unreeoven od Sample Groundwater not encountered - I Standard Penetration Test Sample 35 40 Note: The stratification lines represent the approximate boundaries between the soil types: the transition may be _ gradual. 45 50 Sladden Engineering a Madison Club -The Hideaway NEC Avenue 54 & Madison Street La Quinta ate: 12/23/2004 BorInIz No. 22 Job Number: 544-4810 A U Description W a O oRemarks 0 ative Soil 5 4/4/10 Clay and Sandy Silt Layer 4" ML 7 57 Brownish Grey in color 10 5/8/11 Silty Clay find Silty Sand: Fine Grained Laycr --2" CL 13 86 rcy in Color S 6/9/14 Silty Sand: Finc Graincd and Silty Clay Layer -•7" SM 18 --- Grey in color 20 JIL 518111 Sand: Fine Grained SP 1 14 Brownish Grey in color 25 3/7/10 Clayey Silt ML 3 81 Brownish Grey in color 30 California Split -spoon Sample Total Dcpth —25.5' - IBedrock not rncouniered - Unn000vcrcd Sample I Groundwater not encountered - Standard Penetration Tcst Sample 35 40 Note: Tho stratification lines represent the approximate boundaries betwocn the soil types; the transition may be gradual, 45 50 Sladden Engineering Madkon.Club-The Hideaway NEC Avenue 54 & Madison Street, La Quinta ate: 12/23/2004 Baring No. 23 Job Number: 5444810 � Description 0 � o Remarks p rass PaFture 5 4/6/8 Sand: Fine Grained SP 1 10 Grey in color 3/5111 Sand: Fine Grained SP. 7 10 ny in color 15 3/6/8 Clayey Silt and Sandy Silt Layer —7" ML 8 68 Brownish Grey in color 20 3/3/5 Clay and Sandy Silty Layer -61, ML 20 71 Brownish Grey in color 25 30 California Split -spoon Sample Total Depth =-20.5' - I'Bedrock not enoountered - Unrecovered Sample Groundwater not encountered - Standard penetration Test Sample 35 40 Note: The atratitication lines represent the approximate boundarics between the soil types; the transition may be - gradual. } 45 • 30 _ Sladden Engineering Madison Chit-Thc Hidcaway , NEC Avenue 54 & Madison Street La Quinta ete: 12/23/2004 Boring No. 24 Job Number; 5444810 v 3 3 p c ,^ � c • � vii U P4 lacscri tion cmarks 0 Native Soil 5 5/20/20 Clayey Silt ML 1 Ligbt Grcy 10JIL 6/7/10 Sand: Finc Graincd SP 2 9 Grcy in color 15 5/6110 Silty Sand: Finc Grained SM 2 12 rey in color 20 5/7/8 Silty Sand. Finc. Grained SM 1 12 Grey in color 25 30 Califomia Split-spoon Sample Total Depth —20.5' . - I odrock not cncwuntcrod - Unreaoverod Sample rounclwalcr not rncvuntaal - Standard Penetration Tcst Sample ' 35 .40 Note. The stratification lines represent the approximate boundaries between the soil types; the transition may be gradual. 45 50 r,. y. . Sladden Engineering r L 3 Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quanta Date; 12/23/2004 Boring No. 25 Job Number: 544-4810 n Pr e 'D=ri tion p 8- o Remarks p Native Soil 5 10/20120 Sand: Fine Grained SP k 9 Qrey in color 10 619/18 Sand: Fine Grained SP I I I Grey in color 15- 6/10/15 Clayey Silt ML 3 77 Brown in color 20 8/10/14 Sandy Silt and Clayey Silt Laycr -3" ML 3 72 Brown in color 25 30 California Split -spoon Sample Total Depth =--20.5' - I odrock notoncountered - Unrecovcrcd Sample I Groundwatcr not encountered - - Standard Penetration Test Sample 35 40 Note: The stratification linin rcprcHent the approximate r boundaries between the soil types; the transition maybe _ gradual. 45 sp Sladden lEngineering Madison Club -The Hideaway NEC Avenue 54 & Madison Street, I(s Uinta F;8te::;r, /23/2004 Barin No. 26 Job dumber: 5444810 N ci U G4 Description W e Remarks 0 Native Soil 5 3/6/10 - Silty Clay Layer 4" and Sand: Fine Grained ML 18 81 Grey in color 10 5/6/8 Sand: Fina Grained SP B IU Grey in color l5 ' 3/4/6 Sand: Fine Grained Layer and Clayey Silt SP 8 rry in color - California Split -spoon Sample Total Depth —15.5' _I Bedrock not cnoountcmd . 20 Unrecovered Sample Groundwater not encountcrcd - Standard Penetration Test Sample 25 , - Note: The stratification lines represent the approximate _ boundaries between the soil types; the tninsition may be gradual. 30 35 40 t 45 50 • gladden Engineering Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Uinta Mate: 12/23/2004 Boring No. 27 Job Number: 544-4810 Cg Description ri, ° arks 0 ativc Soil 5 6/7/9 Sand: Fine Grained S1' 4 9 Grey fit color 10 3/4/5 Clayey Silt ML 2 84 Brownish Grey in color 5 4/5/5 Sandy Silt and Clayey Silt; --3" ML 12 71 Brownisb Grey in color 20 5/5/8 Sand: Fine to Malium Grained SP 6 10 Town in color . 25 30 California Split -spoon Sample Total D"th —20.51 IBedrock not encountered - Unrecoverod Sample Groundwater not encountered - Standard Penetration Test Sample 35 40 Nota The stratification lutes rcprc"mt the approximate - boundaries bctwcm the soil types; the ttansition may be . gradual. 45 50 Sladden Engineering ° Madison Club -The Hideaway NEC Avenue 54 & Madison Street, lea Quinta ate: 12/2312004 BoELng No. 28 Job Number: 5444810 q r;, U Desch tion emarks 0abvo IN Soil 5 4x7/9 Sandy Silt ML 3 61 Grey in color 10 373/6 Clay Layer ^-7" and Sandy Silt ML 10 74 Grey, in color 15 2/213 Clay CL 12 ,90 rownish Grey in color - California Split -spoon Sample Total Depth —15.5' _ IBedrock not encountcrcd 20 Unrecovered Sample GToundwater not encountered Standard Pcnctration Test Sample " 25 Note: The stratification lines represent the approximatc _ boundaries between the soil types; the transition may be . gradual. 30 ' 35 , 40 - 4 45 " 50 Sladden Engineering r L r L_ r L_ Madison Club -The Hideaway NEC Avenue 54 & Madison Street, La Quinta ate: 12/23/2004 Bering Na 29 Job Number: .544-4810 o V to U C4 Descrition v°, Remarks 0 ative Soil 5 6/9/14 Silty Sand: Finc Graincd SM 1 17 rey in color . 10 6/7/8 Sand: Finc Grainod SP 2 11 Grey in color 15 3/4/7 Sand: Finc Graincd SP 4 10 Grcy in vo[or - California Split -spoon Satnplc ; otal Doth —15.5' Bedrock not encountered 20 unmovcmd SUMPlc Groundwater not cneountered - Standard Penetration Test Sample 25 - - Note: The stratification lines represent the approximate , boundaries between the Soil types; ti►e transition may be _ gradual. 30 40 45 .5U Sladdcn Engineering APPENDIX B Laboratory Testing Laboratory Test Results T •_ Representative bulk and relatively undisturbed soil samples were obtained in the field and returned to our laboratory for additional observations and testing. Laboratory testing was generally performed in two phases, The first phase consisted of testing in order to determine the compaction of the existing natural soil and the general engineering classifications of the soil underlying the site. This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis for selecting samples for the second phase of testing. The second phase consisted of soil mechanics testing. This testing including consolidation, shear strength and expansion testing was performed in order to provide a means of developing specific design recommendations based on the mechanical properties of the soil. CLASSIFICATION AND COMPACTION TESTING Unit Weight and Moisture Content Determinations: Each undisturbed sample was weighed and measured in order to determine its unit weight. A small portion of each sample was then subjected to testing in order to determine its moisture content. This was used in order to determine the dry density of the soil in its natural condition. The results of this testing are shown on the Boring Log. Maximum Density -Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil. This is shown on the Boring Log, and is useful in estimating the strength and compressibility of the soil. Classification Testing: Soil samples were selected for classification testing: This testing consists of mechanical grain size analyses and Atterberg Limits determinations. These provide_information for developing classifications for the soil in accordance with the Unified Classification System. This classification system categorizes the soil into groups having similar engineering characteristics. The results of this test are very useful for detecting variations in the soil and in selecting samples for further testing. SOIL MECHANIC'S TESTING Direct Shear Testing: One bulk sample was selected for Direct Shear Testing. This testing measures the shear strength of the soil under various normal pressures and is used in developing parameters for foundation design and lateral design. Testing was performed using recompacted test specimens, which were saturated prior to testing. Testing was performed using a strain controlled test apparatus 'with normal pressures ranging from 800 to 2300 pounds per square foot. Expansion Testing: One bulk sample was selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding 4 -inch diameter by 1 -inch thick test specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the specimens are inundated with distilled water. The linear expansion "is then measured until complete. Consolidation Testing: F119* relatively undisturbed samples were selected for consolidation testing. For this testing one -inch thick test specimIns are subjected to vertical loads varying from 575 psf to 11520 psf applied progressively. The consolidation at eachload increment was recorded prior to placement of each subsequent load. The specimens were saturated at the 575 sf or 720 psf load increment. APPENDIX C 2001 California Building Code with 1.997 UBC Seismic Design Criteria January 28, 2005 -15- project No. 5444810 05-01-101 2001 CALIFORNIA BUILDING CODE SEISMIC DESIGN INFORMATION The California Code of Regulations, Title 24 (2001 California Building Code) and 1997 Uniform Building Code, Chapter 16 of this code, contain substantial revisions and additions to earthquake engineering design criteria. Concepts contained in the code that will be relevant to construction of the proposed structures are summarized below. , Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Approximate Distance Fault Type Fault Zone From Based on our field observations and understanding of local geologic conditions, the soil profile type • judged applicable to this site is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients, and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Site (1997 UBC) San Andreas 8.9 km A San Jacinto 30.9 km A Based on our field observations and understanding of local geologic conditions, the soil profile type • judged applicable to this site is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients, and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, NR Ca Cv San Andreas 1.04 1 1.29 0.44Na 0.64N� San Jacinto 1.0 1.0 0.44N. 0.64N� :7 • Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 March 2, 2006 Project No. 522-4810 06-02-120 East of Madison, LLC 80-349 Via Mirasol La Quinta, California 92253 Project: Madison Club - Tract 33076 N WC Avenue 54 and Monroe Street La Quinta, California Subject: Report of Observations and Testing During Rough Grading Ref: Geotechnical investigation Report prepared by Sladden Engineering dated January 28, 2005, Project No. 544-4810; Report No. 05.01-101 Summarized in this report are the results of in-place density tests performed at the subject site during the rough grading of the building pads along with pertinent observations. The subject _ site is located on the northwest comer of. Avenue 54 and Monroe Street in the City of La Quinta, California. Rough grading was performed by Nuevo Engineering using conventional heavy equipment. The building pad areas were overexcavated to a depth of at least 3 feet _below existing grade or 4 feet below pad grade, whichever was deeper. Deep removals up to 10 feet in depth were performed in areas where substantial roots were encountered. The previously removed native soils and native soils obtained from cut areas of the site were placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The overexcavation generally extended laterally at least 5 feet beyond the previously approved building setbacks as indicated on the rough grading plans prepared by RCE. The remedial grading including overexcavation of the surface soil was performed as recommended within the above referenced Geotechnical Investigation report. Observations and field testing was performed from April. 22, 2005 through January 4, 2006, Testing indicates that after reworking areas of low density, a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractors work. March 2, 2006 2 Project No. 522-4810 06-02-120 • Field Tests: In-place moisture/density tests, were performed using a nuclear density gauge in accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 2355 density tests were performed by Sladden Engineering personnel during rough grading. The approximate test locations are indicated by lot number and on the attached plans and test results, are summarized on the attached data sheets. Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D 1557-91. Allowable Bearing Pressures: The structural values recommended in the referenced. Geotechnical Investigation report prepared by Sladden Engineering remain applicable for use in foundation design. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1.500 psf and 1800 psf, respectively. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading. The recommended allowable bearing pressures may be increased by one- third for wind and seismic loading. The bearing soils are non -expansive and fall within the "very low" .expansion category in accordance with Uniform Building Code (UBC) classification criteria. • If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING AN4F�i5,` Ey ki O Brett L. d n m No. C 45389 Z m Principal Engineer a Exp. 9130100 ;0 Grading/lh S'p C)V��- Q��P OFC Copies 4/East of Madison, LLC • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No." l Date Tested l Location 1 2 3 4 5 6 7 8 9 10 11 12 13 •14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 DATE: 04-22.05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-22-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 04-25-05 March 2, 20( Building Pads TEST RESULTS PROJECT NO: 5223810 REPORT NO: 06-02-120 Elevation Dry Tensity % Moisture Relative I Maximum In Place In Place Compaction Density Lot 8A back half 992 Lot 8A back half 994 Lot 8A front half 992 Lot 8A front half 994 Lot 9A back half 992 Lot 9A back half 99.4 Lot 9A front half 992 . Lot 9A front half 994 Lot 10A back half 991 Lot 10A back half 992 Lot 10A front half 993 Lot 10A front half 995 Lot 14A front half 988 I,ot 14A front half 990 Lot 14A back half 995 Lot 14A back half 993, Lot 12A back half 996 Lot 12A back half 998 Lot 12A front half 1000.5 Lot 1.2A front half 98.5 Lot 11A back half 991 Lot 11A back half 993 Lot 11A front half 991 Lot 11A front half 993 i Lot 15A back half 931 i Lot 15A back half 993 Lot 15A front half 992 T,ot 1.5A front half , 994. Lot 13A back half 996 Lot 13A back half 998 Lot 13A front half 992 . Lot 13A front half 994 Lot 12A front half 1002.5 Lot 12A front half 1004.5 16 109.2 10.2 99 110.0 104.4 8.0 95 110.0 106.6 9.7 97 :1.1.0.0 105.6 12.4 96 110.0 109.2 11.0 99 1.10.0 101.7 8.5 92 110.0 109.0 10,3 99 110.0 104.1 10.6 95 110.0. , 100,1 1.9.3 91. 110.0 106.6 13.2 97 11.0.0 1.06.3 15.0 97 110.0 98.7 12.0 90 110.0 105.4 10.4 96 110.0 106.1 8.6 96 110.0 106.3 9,4 92 110.0 1.03.4 12.0 94 120,0 98.9 10.3 90 110.0 107.9 13,0 98 110.0 101.6 12.0 92 1.10.0 108.9 11.3 j 99 110,0 98,6 8.0 I 90 110.0 100.0 12:3 ; 91 11.0.0 103.6 10.1 f 94 j 110.0 98:4 8.2 90 I 110.0 105.3 9.6 96 i 110.0 1.09.1 8.9 99 110.0 104.2 9.7 95 110.0 104.0 ( 7.6 95 110.0 109.6 7.3 99 i 110.0 103.9 7.6 94 1.10.0. 109.9 12.2 99 110.0 107.2, 13.7 98 11.0.0 109.7 12.5 99 110.0 98.9 8.9 90 110.0 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club LOCATION: La Quinta, California U, PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. Date Tested I Location Elevation Dry Density% In Place Moisture In Place Relative Com action I Maximum Density Over -excavation 35 04-26-05 Lot 15A back half 995 109.7 11.1 99 110.0 36 04-26-05 Lot 15A back half 997 109.4 4.8 99 110.0 37 04-26-05 Lot 14A back half 999 109.4 11.9 99 110.0 38 04-26-05 Lot 14A back half 1001 105.8 12.0 96 '110.0 39 04-26-05 Lot 13A back half 1000 107.3 13.5 97 110.0 40 04-26-05 Lot 13A back half 1002 103.3 7.6 94 I 110.0 41. 04-26-05 Lot 12A back half 1000 109.5 7.3 99 110.0 42 04-26-05 Lot 12A back half 1000 109.6 6.1 99 110.0 43 04-26-05 Lot 11A back half 995 104.7 9.6 95 1100 44 04-26-05 Lot 11A back half 997 108.9 9.3 99 110.0 45 04-26-05 Lot 10A back half 995 109.6 13.0 99 110.0 46 I 04-26-05 Lot 10A back half. 997 107.5 14.4 98 110.0 47 i 04-26-05 Lot 9A back half 996. 109.1 9.4 99 110.0 48 04-26-05 Lot 9A back half 998 108.9 7.8 + 99 110.0 49 04-26-05 Lot 8A back half 996 109.9 13.8 I 99 11.0.0 50 04-26-05 Lot 8A back half 998 106.9 11.7 97 110.0 51 04-26-05 Lot 8 B 993.3 99.0 21.2 90 1.1.0.0 52 04-26-05 Lot 8 8 994.3 103.6 10.9 94 110.0 53 04-26-05 Lot 6 B 994.6 99.9 1.4..3 91 110.0 54 04-26-05 Lot 6 B 996.6 108.0 9.5 98 it110.0 55 I 04-26-05 Lot 6 B 994.0 99.2 12.9 90 110.0 56 04-26-05 Lot 6 B 996.0 103.9 13.7 i ,94 110:0 57 04-26-05 I Lot 4 B 995.3 90.3 9.3 82* 110.0 58 04-26-05 Lot 4 B 995.3 103.4 11..3 94 110.0 59 04-26-05 1 Lot 5 B 996.3. 99.2 15.8 90 110.0 60 04-26-05 i Lot 5 B 994.0 105.3 12.0 96 110.0 61 04-26-05 Lot 8 A front half 996 109.6 8.2 99 110.0 62 04-26-05 Lot 8 A front half 998 109.3 8.6 99 110.0 63 04-26-05 Lot A front half 996 107.7 I 9.7 97 110.0 64 I 04-26-05 Lot 9 A front half 998 102.1 8.4 93 1.10.0 65 I 04-27-05 Lot 13 A front half 994 103.9 8.8 94 110.0 66 04-27-05 Lot 13 A front half 996 105.4 10.1 96 I 1.1.0.0 67. 04-27-05 Lot 13 A front half 990 101.8 9.3 93 j 110.0 68 04-27-05 Lot 13 A front half 992 106.9 11.4 .97 I 110A 69 04-27-05 Lot 13 A front half 994 104.5 8.3 95 1.10.0 70 04-27-05 Lot 13 A front half 996 105.8 13.1 96 110.0 . 71 04-27-05 Lot 13 A front half 997 108.1 11.4 98 110.0 72 04-27-05 Lot 13 A front half 998 106.8 10.9 97 110.0 73 04-27-05 Lot 13 A front half 99.4. 106.1.. 9.8 96 120.0 Lot 13 A front half 995 103.8 8.6 94 110.0 •74 04-27-05 DATE: March 2, 2006 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club LOCATION: La Quints, California L PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. • Date Tested Location Elevation Dry Dcusity In Place % Moisturc In Place I Rclativc Com action Maximum Density 75 04-27-05 Lot 1.7 A front half 993.5 106.1 9.8 96 71.0.0 76 04-27-05 Lot 26 A front half 988 103.0 6.9 94 110.0 77 04-27-05 Lot 26 A front half 990 1.05.6 7.2 96 110.0 78 04-27-05 Lot 25 A front half 988 1015 8.1 92 110.0 79 04-27-05 Lot 25 A front half 990 102.8 7.9 93 110.0 80 04-27-05 Lot 24 A front half 988 100.3 9.1 91 110.0 81 0427-05 Lot 24 A front half 990 102.5 8.0 93 110.0 82 04-27-05 Lot 8 A Back half 994.5 106.9 10.5 97 110.0 83 04-27-05 Lot 8 A Back half 996.5 104.7 12.5 95 I 110.0 84. 04-27-05 Lot 9 A Back half 994 107.0 11.6 97 ; 110.0 85 04-27-05 Lot 9 A Back half 996 105.3 13.4 96 110.0 86 04-28-05 Lot 24 A back half 989 103.0 I 9.6 94 110.0 87 04-28-05 Lot 24 A back half 991 _ 104.4 12.9 95 1:1.0.0 88 04-28-05 Lot 25 A back half 993 99.6 10.3 91 110.0 89 04-28-05 Lot 25 A back half 995 I 105.3 7.4 96 110.0 90 04-28-05 , Lot 26 A back half 993 98.7 I 6.7 i 90 110.0 91 04-28-05 Lot 26 A back half 995 106.6 11.6 97 110.0 92 04-28-05 Lot 24 A front half 992 102.5 13.3 93 110.0 93 04-28-05 Lot 24 A front half 994 710.3 .10.8 91 110.0 94 j 04-28-05 Lot 25 A front half 992 ; 103.6 11.5 94 110.0 95 04-28-05 Lot 25 A front half 994 i 100.5 10.3 92 '110.0 96 04-28-05 Lot 20 A front half 992 108.6 9.1 99 110.0 97 04-28-05 Lot 20 A front half 994 i 109.6 6.4 99 110.0 98 ! 04-28-05 Lot 21 A front half 992 108.7 7.1 99 110.0 99 04-28-05 Lot 21 A front half 994 ' 102.8 5.5 I 93 110.0 100 j 04-28-05 Lot 22 A front half 992 I 107.2 5.1 i 97 110.0 101 04-28-05 Lot 22 A front half 994 I 100.6 I 11.5 I 91 110.0 102 ; 04-28-05 Lot 26 A front half 992 109.1 9.5 99 110.0 103 04-28-05 ! Lot 26 A front half 994 107.7 j 7.8 ! 98 I 110.0 104 , 04-28-05 Lot 24 A Back half 993_ 101.7 9.8 I 97 I 110.0 105 04-28-05 Lot 24 A Back half 995 105A 9.8 j 96 110.0 106 0428-05 Lot 25 A Hack half 996 106.8 11.3 97 110.0 107 04-28-05 Lot 25 A Back half 998 101.3 6.7 92 110.0 108 I 04-28-05 Lot 26 A Back half 996 105.5 - 6.3 96 110.0 109 I 04-28-05 Lot 26 A Back half 998 100.9 7.3 92 110.0 110 04-29-05 Lot 16 A Back half 994.5 102.4 8.3 93 110.0 11.1. 04-29-05 Lot -16 A Back half 996 100.1 7.6 91 110.0 112 04-29-05 Lot 15 A Back half 996 97:0 10.8 88° 110.0 Lot 14 A Back half 999 1.0.4.5 12,9 95 110.0 Lot 13 A Back half 999 101.8 9.0 i 93 1i0.0 113 04-29-05 114 04-29-05 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California TEST RESULTS Test No, f Date Tested Location Elevation Dry Density I % Moisture Relative Maximum' In Place In Place Compaction Density 115 04-29-05 Lot 21 A Back half 116 04-29-05 Lot 21 A Back half 117 04-29-05 Lot 20 A Back half 118 04-29-05 Lot 20 A Back half 119 04-29-05 i Lot 1.8 A Back half. 120 04-29-05 . 1 Retest 157 121 04-29-05 i Lot 4 B [sack half 122 05-02-05 Lot 21 A Back Half 123 05-02-05 Lot 21 A Back Half 124 05-02-05 Lot 23 A Back Half 125 i 05-02-05 Lot 23 A Back Half 126 I 05-02-05 Lot 21 A Front Half 127 05-02-05 Lot 21 A Front Half 128 05-02-05 Lot 24 A Back Half 1.29 05-02-05 Lot 24 A Back Half •130 05-02-05 Lot 24 A Back Half 131 05-02-05 Lot 24 A Back Half 132 05-02-05. Lot 24 A Center 1.33 05-02-05 Lot 25 A Center. - 134 05-02-05 Lot 26 A Center i 135 05-02-05 Lot 24 A Front Half 136 05-02-05 I Lot 25 A Front Half 137 05-02-05 Lot 26 A'Front Half 138 05-02-05 1 Lot 23 A Front Half 1.39 05-02-05 Lot 23 A Front Half 140 05-02-05 Lot 22 A Front Half 141 05-02-05 Lot 22 A Front Half 142 05-03-05 Lot 20 A Front Half 143 05-03-05 Lot 20 A Back Half .14.4. ! 05-03-05 Lot 20 A Back Half 145 05-03-05 Lot 25 A Back Half 146 05-03.05 Lot 25 A Back I-falf 147 05-03-05 Lot 25 A Front Half .148 05-03-05 Lot 25 A Front Half . 149 05-03-05 Lot 24 A Front Half 1.50 I 05-03-05 Lot 24 A Front Half 151 I 05-03-05 Lot 23 A Front Half 1.52 05-03-05 Lot 23 A Front Half I 05-03-05 Lot 22 A Back Half •153 154 1 05-03-05 Tot 22 A Back Half DATE: March 2, 2006 992.2 99.6 10.8 91 110.0 994 99.1 11,1 90 110.0 993.2 103.2 8.8 94 110.0 994.5 102.4 10.1 93 110.0 995.6 94.1 12.8 86*. 110.0 106.0 9.1 96** 110.0 997 107.5 12.2 I 98 I 110.0 995 102.9 17.4 93 . 110.0 996.5 101.5 9,8 92 110.0 993 108.1 7.4 98 110.0 995 I 103.2 13.1 96 110.0 996 107.6 9.5 98 110.0 997:5 103.7 6.9 94 110.0 996 106.3 1 14.0 97 11.0.0 997.5 100.9 ( 12.8 92 110.0 998.5 104.6 I 15.1 95 I 110.0 999.5 101.9 13.2 I 93 110.0 994 7 06.3 14.1 I 97 110.0 993 105.1 12.2 I 96 1.10.0 994 105.8 13.5 96 110.0 995.5, 101.8 10.4 93 1110.0 995.5 106.6 13.0 97 110.0 996 105.0 11.9 95 I 110:0 994 106.3 1 14.0 97 1 110.0 996 100.9 ; 12.8 92 '1.'1.0.0 995.5 104.6 1.5.1. 95 110.0 996.5 101.9 13.2 93 110.0 996 95.4 I 25.1 I 81" 110.0 996 107,1 I 8.8 97 i 110.0 997.5 104.7 I 11.4 95 I 110.0 999 103.5 16.9 1 94 110.0 1000 101.3 1.7.4 92 110.0 997 99.9 17.1. 90 110.0 999 108.2 7,7 98 110.0 997 99.5 16.0 90 110.0 999 99.2 20.1 90 1.10.0 998 106.4 .14.6 97 i 110.0 1000 101.0 15.2 92 110.0 997 1.0.4.9 1.4.9 95 110.0 999 109.4 11.7" '99 110.0 Sladden Engineering . • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tinted I Location r. 155 156 157 158 1.59 160 161 162 163 164 05-03-05 05-03-05 05-03-05 05-03-05 05-03-05 05-03-05 05-03-05 05-03-05 05-03-05 05-03-05 165 05-04-05 166 05-04-05 167 05-04-05 168 ! 05-04-05 169 j 05-04-05 170 05-04-05 171 05-04-05 172 05-04-05 173 I 05-04-05 174 i 05-04-05 175 05-04-05 176 05-04-05 177 j 05-04-05 178 05-04-05 1.79 i 05-04-05 180 ' 05-04-05 181 05-04-05 1.82 i 05-04-05 183 05-05-05- 184 ; 05-05-05- 185 05-05-05- 1.86 05-05-05- 187 05-05-05- 1.88 05.05-05- 189 05-05-05 1.90 i 05-05-05 191 05-05-05 192 05-05-05 Lot 23 A Back Half Lot 23 A Back Half Retest # 142 Lot 20 A Center Lot 2'1 A Center Lot 21 A Center Lot 22 A Center Lot 22 A Center Lot 23 A Center Lot 24 A Center Lot 54 A Center Lot 54 A Center Lot 53 A Center Lot 53 A Center Lot 54 A 'Front Half Lot 54 A Front Half Lot 53 A Front Half Lot 2 A Back Half Lott A Back Half Lot 1 A Back Half Lot 1 A Center Lot 1 A Center Lot 2 A Center Lot 2 A Center Lot 2 A Front Half Lot 2 A Front Half j Lot 1. A Front Half I I,ot 1 A Front Half Lot 2 A Front Half Lot 2 A Front Half Lot 1 A Front Half Lot 1 A Front Half Lot 1 B Back Half Lot 1 B Back Half Lot 113 Center Lot 1 B Center Lot 2 B Center Lot 2 B Center TEST RESULTS PROJECT NO: 522-481.0 REPORT NO: 06-02-120 Elevation Dry Density % Moisture Relative Maximum In Place I In Place Comnaction I Densitv 996 998 998 996 997.5 995 997 996 998 988.7 990 988.3 990.5 990 992 987.5 993 993.5 995 993.5 995 991 992.5 992.5 994 992 993.5 992.5 994.5 992 .994 999 1001 1000 1002 997 999 102.9 100.6 101,4 103.9 99,9 109.7 106.3 107.1 108.7 109.1 107.7 99.1 105.8 1.02.5 105,4 101.7 105.4 106.0 108.1 101.3 108.4 99.8 106.4 98.9 . 109,6 104.0 108.9 105.9 109.6 104.0 108.0 105.9 104,6 99.3 101.9 102.2 105.9 100.5 16.8 12.9 9,5 12.2 13.6 11.3 14.1 15.0 11.3 14.2 6.9 14.8 6.7 7.8 6.8 10.0 8.7 8.2 7.8 6.6 7.6 11.5 5.8 9.4 8.3 6.1 7.7 5.9 8.3 4.3 7.7 4.4 1.3.6 14.5 11.1 12.9 13.8 11.4 93 110.0 91 110.0 92** 11.0.0 94 110.0 91 110.0 99 110.0 96 110.0 97 110.0 99 11(1.0 99 110.0 98 110.0 90 11.0,0 96 110.0 93 110.0 96 1.10.0 92' 110.0 96 110.0 96 110.0 98 110.0 92 110.0 98 110.0 90 ' 110.0 97 i 110.0 90 110.0 99 I 11.0.0 94 i 110.0 99 j 1.10,0 96 ; 110.0 94 94 99 96 95 90 93 93 96 . 91 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 •193 05-05-05 3 0 Front Half 998 I 109.6 11.5 I 99 110.0 194 i 05-05-05 3 A Front Half 1000 107.2 5.9 97 i 110.0 DATE: March 2, 2006 Sladden Engineering 'FEST RESULTS • PROJECT NAME: Madison Club PROJECT NO: 522-4810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. Date TestedI Location Elevation I Dry Density % Moisture Relative Maximum In Place I In Place I Comvaction I Density DATE: March 2, 2006 Sladden Engineering 195 05-05-05 Lot 2 B Front Half 997 100.1 8.8 91. 110.0 • 196 05-05-05 Lot 2 B Back Half 1000 103.1 11.4 99 110.0 197 05-05-05 Lot 2 B Back Half 1002 102.8 12.1 93 110.0 198 05-05-05 1.ot 313 Back Half 999 104,5 10.2 95 1.1.0:0 199 05-05-05 Lot 2 A Back Half 993 106.0 8.2 96 110.0 200 05-05-05 Lot 1. A Hack Half 993.5 109.1 7,8 99 1.10.0 201 05-05-05 Lot 1 A Back Half 995 101.3 5:4 92 110.0 202 05-05-05 Lot 1 A Center 993 108.4 7,6 98 110.0 203 05-05-05 Lot 1 A Center 995.2. 99.8 11.52 90 110.0 204 05-05-05 Lot A Center 991 106,4 4,5 97 110.0 205 05-05-05 Lot 2 A Center 993 98.9 9.4 90 110.0 206 05-06-05 Lot 54 A Front Half 993 ,109.1 9.1 99 I 110.0 207 05-06-05 Lot 53 A Front Half 991.5 1 107.9 12.6 98 110.0 208 05-06-05 Lot 52 A Front Half 992 I 100.9 17.4 92 110.0 209 05-06-05 Lot 51 A Front Half 991 i 103.5 8.8 94 110.0 • 210 05-06-05 Lot 54 A Front Half 991 104.9 13.6 I 95 I 110.0 211 05-06-05 Lot 54 A Back Half 992.5 98.6 12.0 i 90 110.0. 212 05-06.05 Lot 53 A Back Half 988.5 104.3 1.3.6 95 I 110.0 213 05-06-05 Lot 53 A Back Half990 1.01.0. 15.8 I 92 110.0 - 214 05-06-05 Lot 52 A Back Half 988.5 105.3 16.1 96 110.0 215 05-06-05 Lot 52 A Back Half 990 107.5, 1.0:0 98 110.0 216 t 05-06-05 Lot 51 A Back 1.1alf 990.5 105.9 I 17:1 96 110.0 217 i 05-06-05 Lot 51 A Back Half 992 107.6 16.9 98 110.0 218 05-09-05 Lot 18 A Front 994 108.9 16.1 99 110.0 219 i 05-09-05 Lot18 A Front 996 106.1 12.5 96 110.0 220 ; 05-09-05 Retest # 119 109.7. 11.5 99*_ 110.0 221 05-09-05 Lot 18 A Back 999. 107.9 13.8 i 98 110.0 222 05-09-05 Lot 1.9 A Front 996.5 106.1 8.5 96 170.0 223 ! 05-09-05 Lot 19 A Front 997.5 102.8 8.6 I 93 110.0 224 i 05-09-05 Lot 19 A Back 991 104.9 14.1 ; , 95 ; 110,0 225 �. 05-09-05 Lot 19 A Back 997 106.4 14.8 97 11.00 226 05-09-05 Lot 21 Front 998.5 106.1 1.3.3 � 96 ! 110.0 227, 05-09-05 Lot 21. Front 999.5 105.7 12.9 96 I 110.0 228 05-09-05 Lot 21 Back 998 99.1 6,1 90 1.10.0 229 05-09-05 Lot 21 Back 1000 98.8 5.2 90 110.0 230 05-09-05 Lot 4 "B Back 997 99.0 9.7 90 110.0 231 05-09-05 Lot 4 B Back 999 .104.5 5.6 95 110.0 232 05-09-05 Lot 4 B Front 997 105.6 7.7 96 110.0 • 233 05-09-05 Lot 4 B Front 999 105.1 7.8 95 110.0 234 05-09-05 i i Lot 7 B Back 996 104.1 9.0 95 110.0 DATE: March 2, 2006 Sladden Engineering •, PROJECT AME. Madison Club LOCATION: La Quinta, California Test No. Date Tested Location TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density %Moisture Relative Maximum In Place In Place Compaction Density' 235 I 05-09-05 Lot? B Back 994 236 05-09-05 Lot 7 B Front 996 237 I 05-09-05 Lot 7 B Front 994 '> 238 05-09-05 I Lot 8 Front 994 239 05 09-05 Lot 8 B Front 996 240 05-10-05 Lot 44 A Front 991 241 05-10-05 Lot -45 A Front 991.5 242 05-10-05 Lot 46 A'Front 991.5 243 05-10-05 Lot 51 A Front -993 244 05-10-05 Lot 51 A Front 995 245 05-10-05 Lot 52 A Front 994 246 05-10-05 Lot 52 A Front 996 247 05-10-05 Lot 53 A Front 993.5 248 i 05-10-05 Lot 53 A Front 995 249 j 05-10-05 i Lot 54 A Front 993.5 • 250 05-10-05 Lot 54 A Front 995 251 05-10-05 .Lot 54 A Back 993.5 252, 05-1.0-05 Lot 54 A tack 995 253 05-10-05' '� Lot 53 A Back 993 254 05-10-05 ' Lot 53 A Back 995 255 05-10-05 Lot 52 A Back 994 256 i 05-10-05 Lot 52 A Back 995.5 257 05-1.0-05 . Lot 89 B Back 984.5 . 258 I 05-10-05 Lot 8913 Back 986 259 05-10-05 Lot 90 B Back 985 260 05-10-05 Lot 901313ack 987 261 05-10-05 Lot 91 B Back 982 262 05-10-05 Lot 91 B Back 984 263 05-10-0.5 Lot 4 B Back 1003 264 05-10-05 ? Lot 3 B Front 1001 265 ' 05-11-05 Lot B Front 1003 266 I 05-11-05 Lot 4 B Front 1004 267.105-11-05 Lot 4 B Front 1.005 268 I 05-11-05 Lot 3 B Front 1003.5 269 05-11-05 Lot 3 B Front 1004.2 270 i 05-11-05 Lot 3 B Front 1005.5 271 ! 05-11-05 Lot 4 B Back 1004 272 05-11-05 Lot 4 B Back 1005.5 273 05-11-05 Lot 4 B Back 1007 • 274 I 05-11-05 Lot 3 B Back 1003 DATE: March 2, 2006 103.9 8.6 - 94 110.0 107.7 13.7 98 110.0 103.2 5.3 99 �. 110.0 98.9 7.6 91 110.0 7.03.6 8.3 94 110.0 1.04 .6 11.9 95 110.0 100.5. 13.8 97 110.0 f 94.7 1.3.5 86"' 110.0 101.1 16.9 ! 92' 110.0 99.6 11.2 90 110.0 104.5 16.5 95 110.0 103.5 1.0.6 94 110.0 108.8 14.8 99 '110.0 108.0 :13.3 98 110.0 . 109.2 I :1.7.0 99. 110.0 ' 108.9 13.0 '99 1.10.0 108.7 17.2 99 110.0 108.4 16.0 99 110.0 102.7 11.9 93 110:0 99.1. 8.5 90 110.0 108.0 13.2 98 .110.0 1.08.1 11.3 98 110.0 100.5 14.3 91. 110.0 . 104.4 13.1. 95 110.0 104.5 14.8 95 110.0- 109.7 I 6.3 99 110. 104.6 12.8 95 110.0 108.1 i 11.3 98 110.0 98.9 12.7 ' .90 11.0.0 107:3 6.8 97 110.0 104.3 j 9.9 95 11.0.0 109.5 ; 4.0 99 110.0 1032 13.9 96 110.0 106.5 I 16.1 ! 97 11.0.0 109.5 11,6 98 110.0 108.0 7.0 96 110.0 ' 107:7 7.3 98 110.0 109.8 5.4 99 __ 110.0 104:4 5.8 95 110. 106.6 1.1.:4 97 ' 110.0 Sladden Engineering .7 PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location 'FEST RESULTS" PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density % Moisture Relative Maximum In Place I in Place I Compaction I Density 275 05-11-05 Lot 3 B Back 1004. 108.3 9.1 98 276 05-11-05 Lot 3 B Back 1005.5 107.9 7.0 98 277 05-11-05 Lot 46 A Front 993 100.9 6.3 92 278 05-11-05 Lot 49 A Back 898 107.1 10.2 97 279 05-11-05 Lot 49 A Back 991 108.1 8.5 1 98 280 05-11-05 Lot 50 A. Back 989.5 1.01.5 16.3 I 92 281 i 05-11-05 Lot 50 A Back 991 107.4 7.4 98 282 05-11-05 Lot 51 A Back 991 1.09.6 9.8 99 283 05-11-05 Lot 51 A Back 993 101.6 9.3 92 284 05-11-05 Lot 44 A Back 991 103.9 13.0 94 285 05-11-05 Lot 48 A Front 991 105.1 11.4 96 286 05-I1-05 Lot 48 A Front 992 100.9 10.2 92 287 05-11-05 Lot 49 A Front 991 102.8 9.9 93 288 05-11.65 Lor 49 A Front 992 101.0 I 10.4 92 289 05-11-05 Lot 50 A Front 992 I 101.8 11.0 93 290 05-11-05 1 Lot 50 A Front 993 j 100.5 8.7 91 291 05-11-05 1 Retest # 242 991.5 1 101.4 9.0 92"" 292 05-1.2-05 Lot 50 A Back 993 107.6 12.5 98 293 05-12-05 Lot 50 A Back 994.5 1091 91 99 294 05-12-05 Lot 49 A Back 991 105.1 13.1 95 295 05-12-05 i Lot 49 A Back 993 104.4 13.9 95 296 05-12-05 Lot 51 A Front 997. 108.9 10.5 j 99 297 05-12-05 Lot 51 A Front 999 105.9 1.0.6 I. 96 298 05-12-05 Lot 54 A Front 997.5 104.0 14.1 I 95 299 05-12-05 1 Lot 54 A Front 999.5 _100.5 I 5.1 92 300 05-12-05 Lot 53 A Front 997 106.4 14.8 97 301 05-12-05 Lot 53 A Front 999 98.9. 11.2 i 90 302 05-12-05 ' Lot 53 A Back 994.5 107.6 12.7 98 303 '; 05-12-05 I Lot 53 A Back 996.5 106.5 i 13.4 97 304 I 05-1.2-05 I Lot 54 A Back 997 '108.3 8.7 98 305 05-12-05 Lot 54 A Back 998.5 I 99.3 12.5 90 306 i 05-12-05 Lot 1 A Back 996 100.8 i 10.4 92 307 05-12-05 Lot 2 A Back 995 I 101.3 i 11.2 92' 308 :. 05-12-05 Lot 2 A Front 996 99.5 9.0 99 309 1 05-12-05 Lot 52 A Front 996 . I 106.1 1.4.3 96 310 I 05-12-05 Lot 49 A Front 992.5 105.3 12.5 96 311 05-12-05 Lot 50 A Front 994 103.8 10.9 94 312 05-12-05 Lot 31 A Front 991.5 I 1.00.3 1.0.6 91. 313 05-12-05 Lot 31 A Front 992.5 103.5 10.4 94 110:0 110.0 110.0 110.0 110.0 . 110.0 110.0 110.0 110.0 110.0 116.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 110.0 1.1,0.0 110.0 110.0 110.0 110.0 '110.0 110.0 110.0 110.0 110.0.- 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 314 05-12-05 Lot 30 A Front 991 1.02.1. 8.7 93 110.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No, I Date Tested I Location 315 05-13-05 Lot 2 B Front 316 05-13-05 Lot 2 B Center 317 05-1.3-05 Lot 2 B Front 318 05-13-05 Lot 1 B Front 319 05-13-05 Lot 1 Ii Front 320 05-13-05 Lot 1 B Center 321 I 05-1.3-05 .1_ot 1 B Back 322 I 05-13-05 Lot 1 B Back 323 05-13-05 Lot 1 8 Center 324 05-13-05 Lot 2 B Back 325 05-13-05 I Lot 2 13 Back 326 05-13-05 Lot 2 B Center 327 05-13-05 I Lot 17 A Back 328 05-13-05 I Lot 17 A Back 329 I 05-13-05 Lot 17 A Center 330 I 05-13-05 Lot 33 A Front • 331 I 05-13-05 Lot 32 A Center 332 I 05-13-05 Lot 32 A Center 333 05-13-05 Lot 14 A Back 334 - I 05-13-05 Lot 13 A Back i 335: 05-16-05 Retest # 112 336 05-16-05 Lot 15 A Back 337 05-16-05 Retest # 333 338 05-16-05 Lot 14 A Back 339 05-1.6-05 Lot '14 A Center 340 05-16-05 Lot 13 A Back 341 05-16-05 I Lot '13 A Back 342 05-16-05 I Lot '13 A Center 343 05-16-05 ; Lot 15 A Front 344 05-16-05 Lot 15 A 'Front 345 i 05-16-05 Lot 15 A Ccntcr. 346 05-16-05 Lot 14 A Front 347 05-16-05 Lot 14. A Front 348 05-16-05 Lot 15 A Center 349 I 05-16-05 Lot 13 A Front 350. 05-16-05 Lot 13 A Front 351 05716-05 Lot 13 A Front 352 05-17-05 Lot 17 A Center 353 05-17-05 Lot 1.6 A Back • 354 05-17-05 Lot 15 A Back DATE: March 2, 2006 PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry DensityMoisture In Place I ° /a In Place Relative I Compaction I Maximum Dcn,Kity 1001 100.4 14.6 91 110.0 1001 104.5 12.1 95 110.0 1003 j 100.0 13.2 91 110.0 1001.5 105.9 .16.4 96 110.0 1003 i 1015 11.2 I 92 110.0 1001 103.2 13.0 i 94 110.0 1003.5 101.5 1443 92 1.10.0 1005 99.2 12.9 I 90 _ 110.0 1003 104.5 11.3 95 1.10.0 1002 102.0 11.6 I 93 110.0 1003.5 104.6 8.1 95 110.0 1003 104.1 9.5 I 95 110.0 998 103.7 7.7 I 94 110.0 1000 i 98.7 9.4 90 110.0 998 106.5 10.1. I 97 210.0 999 101.8 14.3 ! 93 110.0 990 ! 108.6 8.9 i 99 110.0 990 I 100.8 10.5 92 110. 998 95.1 ' 18.1 86* 110.0 998 i 104.4 11.0 95 110.0 109.5 10.9 99** 110.0 998.5 106.8 10.3 97 110.0 99.2 17.4 9VI 1.10.0 1002.5 102.3 I ` 11.9 93 110.0 1001 104.6 10.2 95 I 110.0 1001 104.1 17.9 95 110.0 1003 ; 100.4 8.5 I 91 110.0 1001.5 103.1 I 10.5 I 94 110.0 998 108.7 13.2 99 110.0 1000 99.3 9.4 90 110.0 998.5 I 106.0 10.1 I 96 110.0 1001.5 ' 103.8 18.0 I 94 110.0 .1003.5 101.9 '15.4 93 110.0 1001 104.4 11.3 95 110.0 1000 101.0 16.7 92 110.0 1.002 104.9 12.1 95 '110.0 1000 106.8 10.9 97 110.0 999 109.1. 10.9 99 110.0 1002 107.5 12.0 98 110.0 1000 I 103.0 10.6 94 110.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California 'fest No. I Date Tested I, Location 355 05-17-05 Lot 15 A Front 356 05-17-05 Lot 16 A Front 357 05-17-05 Lot 10 A Back 358 05-17-05 Lot 10 A Back 359 05-17-05 Lot 11 A Back 360 05-17-05 Lotll A Back 361 05-17-05 Lot 9 A Front 362 05-17-05 Lot 10 A Front 363 05-17-05 i Lot 37 A Back 364 05-17-05 I Lot 37 A Front 365 05-17-05 + Lot 37 A 'Front 366 j 05-17-05 Lot A Back 367 j 05-17-05 i Lot A Back 368 i 05-17-05 I Lot A Back 369 I 05-17-05 Lot 9 A Back 370 05-17-05 Lot 36 A Front •371 05-17.05 Lot 36 A Front 372 05-17-05 Lot 35 A Front 373 05-17-05 Lot 35 A Front 374 ' 05-17-05 Lot 16 A Center 375. 05-17-05 Lot 15 A Center 376 05-17-05' Lot 17 A Center. 377 05-18-05 Lot 18 A Center 378 ' 05-18.05 Lot 18 A Center 379 05-18-05 Lot 19 A Front 380 I 05-18-05 Lot 19 A Front 381 05-18-05 Lot 20 A Front 382 05-1.8-05 1.ot20 A Front 383 05-18-05 Lot 14 A Front. 384 05-18-05 1' Lot 14 A Front 385 05-1.8-05 Lot 1.1, A Front 386 05-18-05 I Lot 11 A Front 387 05-18-05 1 Lot *17 A Back 388 05-18-05, j Lot 17 A Back 389 05-18-05 ; Lot 18 A Back 390 05-18-05 ! Lot 18 A Back 391 05-18-05 ; Lot 19 A Back 392 05-18-05 Lot 1.9 A Back 393 05-18-05 Lot 20 A Back 39.4 05-18-05 I Lot 20 A Back 395 05-18-05 Lot 17 A Front DATE: March 2, 2006 TEST RESULTS PROJECT NO 522-4810 REPORT NO: 06-02-120 Elevation Dry Density In Place, .1 I % Moisture In Place Relative Com action Maximum Density 1000 106.4 9.5 97 110.0 999 105.3 11.7 96 110.0 999 108.1 12.4 98 �, 110.0 1001 I 106.7' 13.0 97 i 110.0 999 105.9 7.1 96 110.0 1001 107.8 11.4 98 110.0 999 107.7 8.1, 98 .110.0 998.5 105.7 13.4 96 110.0 990 102.3 1.4.3 93 110.0 990 103.3 , 11.6 94 ; 110.0. 992 1.04.1 1.0.9 95 i 110.0 998.5 104.7 15.8 95 110.0 1000.5. 106.5 11.3 97 110.0 998 104.1 13.8 I 95 110.0 1000 102.0 12.0 ' 93 . - 110.0 . 990.5 100.6 12,1 91 1.10.0 991.5 I 101.4 11.3 92 110.0 990 102.5 10.6 93 110.0 , 991 103.8 10.4 94 110.0 1000 105.0 12.5 95 j 110.0 '999.5 104:4 13.2 95 i. 110.0 1000 106.3 13.8 97 110.0 99.5 1.07.9 8.0 98 110.0 1000 98.5 12.7 ': 90 110.0 • 998.5 108.7. 9.7 90 110.0 1000, 105.3 13.1 96 110.0 998 1 103.69.3 j 96 1.10.0 1000 106.6 10.8 j 96 110.0 999 i 107.2 14.6 97 110.0 1001 109.0 10.6 99 1'10.0 997.5 105.6 11.3 96 110.0 999 107.0 10.6 97' 110,0 ` 998.5 104.06 9.9 i 95 110.0 1000.5 104.4 16.3 95 110.0 999.0 106.6 8.0 97 110.0 999.5 100.6. " 16.4 94 110.0 997.5 103.6 15.3 94 110.0 999.5 101.1 15.0 92 11.0.0 998.0 107.2 1.1.9 97 110.0 1000 107.5 9.7 98 110.0 997.5 1.06.4 14.4 97 I 110.0, Sladden Engineering PROJECT NAME. Madison Club LOCATION: La Quinta, California Test No. i Date Tcsted i Location REPORT NO: 06-02-120 Elevation I Dry Density I % Moiqture I Relative � Maximum DATE: March 2; 2006 .In Place I In Place I Compaction Densi 102.4 396 05-18-05 Lot 17 A Front 999.5 105.4 397 05-18-05 Lot 8 A Front 997 103.9 398 I 05-18-05 Lot 8 A Front 998.5 104.7 399 I 05-19-05 Lotl A Front 996 104.8 400 05-19-05 Lot 1 A Front 998 104.1 401 05-19-05 Lot 105 Back 983 105.0 402 05-19-05 I Lot 104 Back 982 105.7 403 05-19-05 Lot 103 Back 982 1.03.2 404 05-19-05 I Lot 105 Center 983 102.9 405 05-19-05 ; Lot 104 Center 982 104.1 406 1 05-19-05 t Lot 103 Center 982 105.4 407 05-19-05 Lott A Front 997 . 104.0 408 I 05-19-05 Lot A Front 998.5 106.8 409 I 05-20-05 1.ot 22 A Back 1.001 • 410 i 05-20-05 Lot 23 A Back 1001 107.7 411 05-20-05 Lot 18 A Front 998 j 104.5 412 05-20-05 Lot 22 A Front 998.5 94.1 413 05-20-05 1 Lot 22 A Front 1001 • 414 05-20-05 Lot 23 A Front 1001 97.2 415 j 05-20-05 Lot 25 A Back 1001 I 18.4 I 416 1 0--20-05 Lot 26 A. Back 1001.5 93 417 05-20-05 Lot 22 Center 995.5 ! 110.0 418 05-20-05 Lot 23 Center 1000 105.6 419 05-23-05 Lot 102 B Back 983 j 12.3 420 05-23-05 Lot 103 B Back 984 93 421 05-23-05 Lot 104 B Back 984 110.0 422 05-23-05 Lot 105 B.Back 984 103.3 423 05-23-05 Lot 54 A Front 1001 424 i 05-23-05 Lot 54 A Front 1002 425 05-23-05 Lot 54 A Back 1000.5 .4.26 05-23-05 Lot 54 A Back 1001.5 427 05-23-05 Lot 53 A Back 998.5 428 05-23-05 Lot 53 A Back 1000.5 429 05-23-05 Lot 54 A Front 1000 430 05-23-05 Lot 54 A Front 1001.5 431 05-23-05 Lot 53 A Front 1000 432 05-23-05 Lot 53 A Front 1001.5 433 05-23-05 Lot 52 A Front 998 • 434 05-23-05 Lot 52 A Front 1000 DATE: March 2; 2006 .In Place I In Place I Compaction Densi 102.4 11.8 93 110.0 105.4 14.0 96 110.0 103.9 13.3 I 94 110.0 104.7 15.9 95 110.0 104.8 1.1..6 ` 95 110.6 104.1 16.9 i 95 110.0 105.0 1 8.9 95 110.0 105.7 13.0 95 110.0 1.03.2 11.8 95 110.0 102.9 10.1 94 j 110.0 104.1 10.8 95 ! 110.0 105.4 16.9 96 110.0 104.0 14.2 95 110.0 106.8 15.2 97 110.0 105.1 13.7 95 110, 107.7 9.6 98 110.0 j 104.5 14.5 95 110.0 94.1 I 20.1 86* 110.0 95.3 I 19.4 87* 110.0 97.2 j 21.4 i 88* 110.0 96.5 I 18.4 I 80* I 110.0 102.4 `106.2 93 110.0 103.6 I 15.6 I 94 ! 110.0 101.5 I 14.8 I I 92 110.0 105.6 I 13.4 96 110.0 106.1 j 12.3 96 110.0 102.7 I '20.4 93 i 110.0 108.1 13.9 I 98 110.0 104.0 12.8 I 94 110.0 103.3 14.1 94 1.1.0.0 104.5 , I 13.2 95 1.10.0 104.1 11.6 ; 95 110.0 102.0 12.0 i 93 110.0 109.7 7.5 93 112.0 101.9 11.0 91 112.0 102.5 16.6 91 110.0 101.0 12.9 90 112.0 108.1 I 100.3 11.6 90 112. Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Tcst No. Date Tested Location Elevation I Dry DensityI % Moisture Relative Relative Maximum In Place In Place Comnacdon I Density 435 436 437 438 439 440 05-23-05 05-23-05 05-23-05 05-23-05 05-23-05 05-23-05 Retest # 413 104.7 Lot 22 A Front 1003 106.3 Retest # 414 101.9 Lot 23 A Front 1003 ' 103.9 Retest # 415 108.5 Lot 25 A back 1001. ! 1.00.9, DATE: March 2, 2006 14.2 14.0 17.2 18;0 7.8 22.1 93** 95 91** 93 97** 90 112.0 112.0 112.0 1.12.0 112.0 112.0 9.5 441 05-24-05 Lot 52 A Back 997.5 109.3 97 442 05-24-05 Lot 51 A Back 995 108.7 10.6 443 05-24-05 Lot 52 A Center 997 105.1 93 444 05-24-05 Lot 51 A Center 995 103.8 7.7 445 05-24-05 I Lot 104 B Front 983 103.9 92 4.46 05-24-05 j Lot 103 B Front 983 1 106.2 16.5 447 05-24-05 i Lot 103 B Front 984.5 108.3 95 448 05-24-05 Lot 102 B Front 982 100.8 10.1 449 05-24-05 Lot 102 B Front 983.5 101,9 • 450 05-24-05 I Lot 10113 Front 981.5 99.9 93 451 05-24-05 Lot 101 B Front 983 106.1 96 452 05-24-05 Lot 103 B Center 984 103.3 82* 453 05-24-05 Lot 1.02 R Center 984 ( 105.8 • 454 05-24-05 i Lot 101 B Center 982.5 102.4 7.0 455 05-25-05 Lot 50 A Front 996 j 100.4 94 456 05-25-05 i Lot 50 A Front 997 102.5 17.1 457 05-25.05 i Lot 51 A Front 1000 1.04.4 91 458 i 05-25-05 j Lot 51 A Front 1000.5 106.1 9.7 459 05-25-05 I Retest a 416 13.0 94.3 94 460 05-25-05 I..ot 26 A Front 999.5 95.6 12.1 461 05-25-05 ! 1.ot 27 A Front 996 101.3 92 462 05-25-05 1 Lot 27 A Front 998 103.1 463 05-25-05 ; Lot 1 B Back 1005 ' 106.2 464 ! 05-25-05 1 Lott 8 Back 1007 I 107.6 465 j 05-25-05 I Lot 1 B Front 1.005. i 105.1 466 i 05-25-05 j Lot 2 B Front 1005.5 1 105.9 467 05-25-05 I Lot 2 B Back 1005 102.0 468 05-25-05 Lot 51 A Front 1001 100.2 469 05-25-05 Lot 51 A Center 1001.5 108.7 470 05-25-05 Lot 50 A Front 996 107.8 471 .05-25-05 Lot 50 A Front 998 103.2 472 05-25-05 Lot 49 A Front 994.5 105.1 • 473 1 05-25-05 Lot 49 A Front 996.5 104.5 474 1 05-25-05 Lot 51 A Back 997 101.0 DATE: March 2, 2006 14.2 14.0 17.2 18;0 7.8 22.1 93** 95 91** 93 97** 90 112.0 112.0 112.0 1.12.0 112.0 112.0 9.5 98 112.0 8.8 97 11.2.0 9.9 94 112.0 10.6 93 112.0 1.1..4 93 112.0 . 8.1 96 i 1-.1.0.0 7.7 97 112.0 11.9 92 11.0.0 13.1 93 ' 110.0 16.5 91 110.0 8.1 95 112.0 9.4 92 112.0 10.1 94 I 112.0 8.8 93 I 110.0 16.8 91 110.0 13.3 93 I 110.0 1.4..8 95 110.0 12.9 j 96 110.0 22.1" 86** 110.0 18.4* 82* 110.0 16.6 92 110.0 14.0 94 '110.0 1.0.9 95 I 112.0 7.0 96 112.0 13.4 94 112.0 1.6.9 I 95 i 112.0 17.1 93 ! 110.0 1.6.3 91 ! 110.0 6.4 97 1 112.0 9.7 98 110.0 13.0 94 110.0 13.2 95 110.0 12.1 95 110.0 15.1 92 110.0 Sladden .Engineering TEST RESULTS • PROJECT NAME: Madison Club PROJECT NO: 522-48 10 LOCATION: U Quinta, California REPORT NO: 06-02-120 Test No. Date Tested Location ElevationI DryDensity% Moisture I Relative Maximum In Place In Place Compaction I Density 475 05-25-05 Lot 51 A Back 999 102.6 12.1 93 I 110:0 476 05-25-05 Lot 27 A Back 998.51 107,1 6.8 96 112,0 477 05-25-05 Lot 27 A Back 990 102.1 11.9 93 110.0 478 05-25-05 Lot 28 A Back 988 106.9 7.1 95 112.0 479 05-25-05 Lot 28 A Front 992 100.1 7.4 91 110.0 480 05-26-05 Lot 2 A Back 997 106.5 16.4 95 112,0 481 05-26-05 Lot,2 A Back 999 1013 i 12.4 90 112.0 482 05-26-05 Lot1 A Back 998 109.1 9.8 97 1012,0 483 - 05-26-05 I,ot 'l A Back 1000 1.04,2 12.1 93 112.0 484 05-26-05 Lot 47 A Back 991.5 .104.0 10.6 93 112,0 485 05-26-05 Lot 48 A Back 995 106.2 6.3 95 112.0 486 05-26-05 I Lot 49 A Back 995 108.9 13.0 97 1.12.0 487 05-26-05 Lot 50 A Back .996.5 109.4 12.3 98 112.0 488 05-26-05 Lot 47 Center 992 ; 103.7 11,2. 93 1.12.0 489 05-26.05 Lot 48 Center 994.5 1 102.9 8.9 92 112,0 • 490 05-26.05 Lot 49 Center 994 1.06.1. 10.1 95 112.0 491 05-26-05 Lot 50 Center 995.5 104.0 9.3 93 112.0 492 05-27-05 i Lot 31 A Back 994 100.7 10,0 1 90 1 1.12.0 493 05-27-05 Lot 34 A Front 993 109A 6.2 98 ; 112.0 494 05-27.05 Lot 33 A Front 993 1.07.6 11.8 ; 96 112.0 495 05-27-05 Lot 32 A Front 992.5 103.9 8.3 93 1 112.0 496 05-27-05 Lot 31 A Front 994.5 101.3 9.1 90 112.0 497 05-27-05 Lot 31 A Center 992.5 102A 7.9 91 112.0 498 05-27-05 Lot 32 A Center 992 105.5 10.3 t 94 112,0 499 05-27.05 Lot 33 A Ccntcr 993 107.2 9.0' 96 112.0 500 05-27-05 Lot 34 A Center 993 104A 11.4 93 I 112,0 501. i I 05-31-05 Lot 34 A Back 995 108.3 8.9 97 I 1'12.0 502 1 05-31-05 1 Lot 34 A Back 997 104.1 9.3 93 112.0 503 05-31-05 Lot 32 A Back 994.5 103.6 8.4 93 112.0 504 I 05-31-05 Lot 32 A Hack 996.5 101.9 10.1. 91 ' 112.0 505 05-31-05 Lot 31.A Back. 996 104.1 9.0 93 1 112.0 506 05-31-05 1,ot31 A Back 997 '105.3 11,1 94 f 112,0 507 05-31-05 Lot 29 A Back 996 104.9 10.5 94 112.0 508 05-31-05 Lot 29 A Back 997 103.0 8.7 92 112.0 509 05-31-05 Lot 1 B Front _ 1007 105.4 13.3 94 11.2.0 510 05-31-05 Lot 1 B Back 1007 102.1 16.5 91 112.0 511 05-31-05 Lot 5 B Back 997.5 104.8 14,1 94 112,0 •512 05-31-05 Lot 5 B Back 999 101.6 10.9 93 112.0 513 05-31-05 Lot 33 A Center 994,5 108.4" 8.6 97 112.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. j Date Tested j Location 514 05-31-05 Lot 33 A Center 515 05-31-05 Lot 32 A Center 516 05-31-05 Lot 32 A Center 517 05-31-05 Lot 33 A Back 518 05-31-05 Lot 30 A Back 519 05-31-05 Lot 30 A Back 520 05-31-05 Lot 31 Center 521 05-31-05 I Lot 2 B Tuck 522 j 05-31-05 Lot 2 B Front 523 1 05-31-05 Lot 6 B Back 524 � 05-31-05 I I Lot B Back 525 06-01-05 Lot 34 A Back 526 i 06-01-05 ; Lot 33 A Back 527 ! 06-01-05 Lot 32 A Back 528 06-01-05 j Lot 34 A Back •529 i 06-01.-05 I Lot 34 A Back 530 06-01-05 Lot 33 A Back 531. 06-01-05 Lot 33 A Back 532 ! 06-01-05 Lot 32 A Back • 533 i 06-01-05 Lot 32 A Back 534 06-01-05 Lot 48 A Back 535 06-01-05 I,ot 48 A Back 536 06-01-05 Lot 48 A Front 537 06-01-05 Lot 50 A Front 538 06-01-05 Lot 33 A Center 539 06-01-05 I.,ot31 A Center 540 06-01-05 I Lot 34 A Center I 541 i 06-02-05 ! I,ot34. A Front 542 I 06-02-05 Lot 34 A Front 543 06-02-05 I Lot 31. A Front 544 06-02-05 i Lot 31 A Front 545 06-02-05 Lot 33 A Back 546 06-02-05 Lot 33 A Back 547 06-02-05 i Lot 31 A Back 548 06-02-05 Lot 31 A Back 549 06-02-05 I Lot 33 A Front 550 06-02-05 Lot 33 A Front 551 06-02-05 Lot 32 A .Front 552 06-02-05 Lot 32,A Front • 553 06-02-05 Lot 32 A Back DATE: March 2, 2006 TES's' RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 ElevationI Dry Density % Moisture Relative Maximum In Place In Place Compaction I Dcnsity 996 105.5 7.1 94 112,0 994 106.2 8.5 95 112.0 996 106.6 9.0 95 112.0 992 107.2 6,7 96 112.0 994. 107.5 11.2 96 112.0 996 .107,0 14,4 96 112.0 994.5 103.8 10.5 93 112,0 1007 100.1. 16.8 91 110.0 1007 105.7 13.7 94 1 1,1.2,0 998 107.6 5.3 96 i 112.0 1000 105.9 8.7. 95 11.2,0 991 103.3 8.5 92 112.0 991' 102.4 8.1 ! 91 112.0 990.5 104.1 9.0 93 112.0 993 100.6 9.1 90 112.0 994 1.021. 8.3 91 112.0. 993.5 103.7 10.6 93 112,0 994,5 101.0 8.8 90 112.0 993 101.9 1 10,1. 91 112.0 994.5 106.8 9.0 90 112.0 997 106.5 7.4 95 112.0 999 105.6 5,9 94 112.0 992 108.5 8.1 97 ( 112,0 994 i 102,5 8.7 92 112.0 993.5 f 102.9. 9.9 i 92 ; 112.0 994 I 104.6 11,4 I 93 112.0 994 103.3 10.0 92 112,0 995 108.1 1 14.8 97 1 112.0 996.5 108.4 12.7 97 I 112.0 996,5 105.1 i 12.0 i 94 I 112.0 998 .101.:1. :1.3.2 j 90 112.0 996.5 106.3 11.5 ! 95 112.0 998 102.8 13.1 92 112.0 998 107.6 ( 12.8 96 112.0 999.5 108.2 j 13.0 97 112.0 993 109.9 ! 10.7 98 112.0 995 103.3 I 11.4 92 112.0 994 101.4 j 15.7 91 112,0 996 106.5 6.8 95 112.0 997.5 106.0 j 12.2 95 i 112.0 Sladden Engineering TEST RESULTS - PROJECT NAME: Madison Club PROJECT NO: 522-4810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. I Date Tested Location Elevation Dry Density l % Moisture Relative Maximum In Place A In Place Compaction Density 554 06-02-05 Lot 32 A Back 999 107.3 10.6.- 96 .: 112.0 555 06-02-05 Lot 34 A Back 997 1.06.5 13.6 95 112.0 556 06-02-05 Lot 34 A Back 998 104.0 10.5 93 112,0' 557 06-03-05 I Lot 47 A Back 9.91 106.6 9.9 95 11,2,0 558 06-03-05 Lot 47 n Front 991 104.5 11.3 93 .112.0 559 06-03-05 Lot 46 A'Front 991.5 103.8 10.1 93 112,0 560 06-03-05 Lot 46 A Back 992. 101.6 13.9 + 91 I112.0 561 06-03-05 ! Lot 45 A Back 991.5 105.1 8.3 94 112.0., 562 06-03-05 I Lot 45 A Front 991:5 102.6. 12.2 92 I 112.0 563 06-03-05 Lot 42 A Front 992 i 106.6 10.5 95 i 112.0 564 06-03-05 ; Lot 42 A Front 993 i ' 103.0 9.1 .92 112.0 565 06-03-05 Lot 41 A Front 989 102.2 6.3 91 112.0 566 06-03-05 Lot 42 A Back 991 108.4 9.7 97 I 112.0 567 06-03-05 Lot 43 Back 992 101,6 16.5 91` 112.0 568 06-03-05 Lot 44 A Back 993 106.3 6.7 I 95 112.0 569 06.03-05 Lot 44 A Front 992 108.0 6.0 96 112.0 570 06-03-05 Lot 41 A Front 991 101.3 17.0 90 112.0 571 i 06-03-05 Lot 42 A Front 994 102.1 14.8 91 11.2.0 572 06-03-05 Lot 41. A Back 992 105.1 14.5 1 94 112.0 573 06-03-05 Lot 42 A Back 993 100.5 1.6.0 '90 ' 112.0 574 06-03-05 Lot 43 A Back 993.5 104.5 17.1 93 112.0 575 06-03-05 Lot 44 A.Back 994 103.8 15.9 I 93 112.0 576 I 06-03-05 Lot 44 A Front 993.5 106.0 15.3 95 11.2.0 577 06-06-05 Lot 41 Front 993 I 105.1 14,9 '94 112.0 578 06-06-05 Lot 41 Front 995 , 107.1 12.6 I 96 112.0 579 06-06-05 Lot 41 Center 992.5 103,5 11.8 92 ' 112.0 580 06-06-05 1,ot 43 Front 991. 1.03.6 1.7.6 93 112.0 581 06-06-05 Lot 43 Front 993I01.0 17.2 90 112.0 582 i 06-06-05 Lot 43 Center 991.5 i 1063 12.7 95 1.12.0. 583 06-06-05 Lot 44 Front, 995 101.3 18.3 90 112.0 584 06-06-05 Lot 44 Front 996 j 105.9 14.2 95 112.4 585 ; 06-06-05 Lot 44 Center 994 ' 104.0 13.1 93 112.0 586: 06-06-05 Lot 43 Back 995 1.05.2 1.5.5 94 112.0 587 i 06-06-05 Lot 43,Center 994.5 107.2 12.6 96 112.0 588 i 06-06-05 Lot 41 Back 994 109.0 13.9 97 112.0 589 06-06-05 Lot 41 Back 996 101.5 14.2 91, 112.0 590 06-06-05 Lot 41 Center 994 103.3 10.9 92 112.0 591 ' 06-06-05 Lot 42 A Front 993.5 108.4 15.8 97. 1.12.0 • 592 06.06-05 Lot 42 A Front 994.5 103.0 14.4 92 112.0 593 06-06-05 Lot 42 A Center 994 101,4 7 6.6 91 - 112.0 DATE: March 2, 2006 • Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club - The Hideaway PROJECT NO: 522-4810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. Date Tested Location ElevationI Dry Density o o Moisture Relative I Maximum In Place In Place ComQaction Densitv 594 06-06-05 Lot 44 A Back 595 06-06-05 Lot 44 A Back 596 06-06-05 Lot 44 A Center. 597 06-06-05q Lot 42 A Back 598 06-06-05 Lot 42 A Back 599 1 06-06-05 Lot 42 A Center 600 I 06-07-05 Lot 38 A Front 601 06-07-05 Lot 39 A Back 602 06-07-05 Lot 39 A Front 603 06-07-05 Lot 39 A Back 604 06-07-05 Lot 40 A Front' 605 06-07-05 Lot 40 A Back 606 I 06-07-05 Lot 40 A Front 607 06-07-05 Lot 40 A Back 608 I 06-07-05 i No Test • 609 j 06-07-05 No Test 610 06-07-05 ( Lot 40 A Back 611 06-07-05. Lot 40 A Back 612 I 06.07-05' Lot39 A Back • 613 06-07-05 i Lot 39 A Back 614 I 06-07-05 i Lot 38 A Back 615 06-07-05 Lot 38 A Back 616 06-07-05 Lot 37 A Back 617 06-07-05 Lot 37 A Back 618 ; 06-07-05 j Lot 36 A Back 619 06-07-05 Lot 36 A Back 620 06-07-05 Lot 36 A Front 621 06-07-05 1 Lot 36 A Front 622 ' 06-07-05 Lot 36 A Center 623 06-07-05 i Lot 37 A Front 624 06.07-05 j Lot 37 A Center 625 06-07-05 Lot 38 A Front 626 06-07-05 i Lot 38 A Front 627 06-07-05 Lot 38 A Center 628 06-07-05 Lot 39 A Front 629 06-07-05 Lot 39 A Front 630 06-07-05 Lot 39 A Center 631 06-07-05 Lot 40 Front 632 I 06-08-05 Retest # 611 • 633 1 06-08-05 Retest # 631 DATE: March 2, 2006 994,5 1.01.8 15.3 91 11.2.0 995.5 103.7 10.9 93 112.0 .995 106.6 11,7 95 112.0 993.5 106.3 f 14.5 95 112.0 994.5 102.7 10.9 92 112.0 994 104.6 11.3 93 '11.2.0 991 103.4 11.1 92 11.2.0 991 105.3 10.6 94 112.0 990.5 101.4 12.9 91 172,0 991 I 7.04.0 1.1..8 93 112.0 '991 106.7 13.1 95 11.2.0 990.5 ; 102.2 10.2 1 91 112.0 992.5 105.4 9.3 I 94 112.0 992 105.1 1.0.0 94 112.0 994 109.4 11.4 .98 112.0 995 94,8 , 15.2 85* 112.0 993.5 106.9 13.8 90 112.0 994.5 98.0 j 1.6.0 88" 112.0 993- 97.6 I 20.1 80* 11.2.0 994 96.2 18.9 86* 112.0 993 98.4 i 21.9 88* 994 95.0 22.6 85* 112.0 993.5 93.2 I 2'1.5 83" 112.0 994.5 96.7 20.3 I 86* 11.2.0 993.5 96.5 i 23.2 86* I , 112.0 995 96.1 21.3 86" 112.0 993.5 102.4 i 16.6 91 112.0 994 90.8 j 24.7 .81 * .112.0 993' 94.0 21.8 84* 112.0 992.5 104.8 i 15.5 .94 112,0 994 106.1 I 14.0 95 '11.2.0 994 102.9 16.2 92 112.0 993 95.1 19.9 I 85* 112.0 994.5 9.4..3 22.0 84* 112.0 994 83.7 21.2 84* 112.0 994 97.8 20.5 87* 17 2.0 103.1 17.5 92** 112.0 .105.3 14.0 94" i 112.0 S'ladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California 'fest No,I Date Tested I Location Elevation I Dry Density I % Moisture I Relative Maximum In Place In Place Comoaction Densitv 634 06-08-05 Retest # 613 635 06-08-05 Retest # 628 636 06-08-05 Retest # 629 637 06-08-05 Retest # 630 638 06-08-05 Retest # 614 639 06-08-05 Retest # 615 640 06-08-05 Retest # 616 641 06-08-05 Retest # 617 642 06-08-05 Retest # 618 643 06-08-05 Retest # 61.9 644 06-08-05 Retest # 623 645 I 06-08-05 I Retest # 624 646 06-08-05 Retest # 620 647 06-08-05 Retest # 621 648 06-08-05 Lot 7 B A Front 649 ! 06-08-05 I Lot 7 B A Front • 650 06-08-05 ; Lot 6 B Back 651 I 06-08-05 j Lot 6 B Back 652 i 06-08-05 Lot 5 B Front 653 06-08-05 ! Lot 5 B Front • 65.4 06-08-05 Lot 6 B Front 655 06-08-05 j Lot 6 B Pront 656 ! 06-08-05 Lot? B Back 657 ! 06-08-05 i Lot 7 B Back 658 06-08-05 ! Lot 5 B Back 659 i L 06-08-05 Lot 5 B Back 660 06-09-05 j Lot 35 A Front 661 i 06-09-05 Lot 35 A Front 662 06-09-05 Lot 33 A Front 663 ! 06-09-05 Lot 32 A 'Front 664: 06-09-05 Lot 30 A Front 665 06-09-05 Lot 30 A Front 666 i 06-09-05 Lot 30 A Front 667 06-09-05 Lot 35 A Back 668 06-09-05 Lot 35 A Back 669 i 06-09-05 Lot 35 A Back 670 06-09-05 Lot 45 A Back 671 I 06-09-05 Lot 45 A Back 672 06-09-05 Lot 46 A Back 673 06-09-05 I Lot 46 A Back • 674 06-09-05 Lot 47 A Back DATE: March 2, 2006 998 t IX) 998 1000 1001 1003 1002 1003 998 999 999.5 1000.5 993 995 997 998 993 995 997 990 992 994 993.5 995.5 995 -997 993 101.2 16.9 90** 112.0 104.1 1.5.3 93*w 112.0 103.3 12.9 92'* . 112.0 106.0 14.8 95** 112.0 107.1 14.2 96** , 11.2.0 103.6 13.9 93** 112.0 105.2 16.2 94*" 112.0 97.6 18.6. 87* 112.0 101.4 17.2 91 ** 1.1.2.0 97.0 24.2 87* 112.0 103.4 16.8 92*i' 112.0 102,2 18.0 91*'* 112.0 100,9 17.0 90-- 112.0 101.6 165 i 91** 112,0 1.09.1. 1.3.5 ! 97 112.0 102,0 18.1 j 91 112.0 103.2 14.4 I 92 112.0 100.8 12.1 90 1.12.0 99.6 12.7 91 110.0 99.8 17.6 91 110.0 1.01.3 IL 0 90 112.0 104.9 13.1 94 112.0 102.2 16.0 91 112.0 102,8 14,7 92 112.0 101.4 12.9 91 112.0 1.00.1. 1..4:.4. 91. 110.0 99.0 1.0.9 90 110.0 1.02.9 15.1 92 112.0 108.7 13.2 97 112.0 107.3 10.3 96 I 112.0 1.01.2 15.2 92 110.0 . 102.7 16.6 92 j 112.0 102.8 181 92 112.0 103.4 9.6 92 112.0 108.9 11.7 97 112:0 106.3 114.4 95 112. 109.6 16.3 98 112.0 102.8 13.8 92 112.0 105.4 6.9 94 112.0 101.6 14.1 91 112.0 1.03.5 9.1 92 112.0 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club LOCATION: La Quinta, California PROJECT NO. 5224810 REPORT NO: 06-02-120 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum I In Placc. In Place Compaction Density 675 06-09-05 Lot 47 A Back 995 101.8 11:6 91 112.0 676 06-09-05 Lot 47 A Back 997 99.0 13.6 90 .110.0 677 06-09-05 Lot 31 A Front 999 104.5 13.8 93 ( 112.0 678 06-09-05 Lot 30 A Back 998 108:0 12.9 96- 112.0 679 06-09-05 I Lot 30 A Back 7000 105.5 13.1 94 112.0 680 06-09-05 Lot 50 A Back -PC 106.1 13.4 95 112.0 681 j 06-09-05, Lot 50'A Back PG 102.9 11.3 94 110.0 682 I 06-10-05 Lot 44, A Back 99U5 i 102.39.9 93 110.0 683 I 06-10-05 Lot 45 A Back 993.5 101.6 i. 12.6 , 92 110.0 684 i 06-10-05 Lot 45 A Hack 995,5 109.3 1 17.9 i 94. 110.0 685 06-10-05 Lot 46 A Back •995 107.4 14.6. I 97 110.0 686 06-10-05 1'..ot 46 A Back 997 104.2 15.3 94 110.0 . 687 06-10-05 Lot 47 A Back 993 105.1 13.7 95 - 110.0 688 06-10-05' Lot 47 A Back 995 1.03.6 1.5.6 94 110.0 689 06-10-05 Lot 47ABack, 997 1()2.4' 16.2 93 110.0. •690 06-10-05 Lot 49 A Back '997 103.9 8.6 94 ' 110.0 691 i 06-10-05 Lot 49 A Back 999 107.7 13.7 98 1.7.0.0 692 06-10-05 Lot 51 A Back 1001 109.2 9.2 99 110.0 693 1 06-10-05 1 Lot 52 A Back 999 105.6 11.9 96 110.0 694)! 06-10-05 I Lot 52'A Back 1001 104,7 13.3 95 110.0 695 06-10-05 Lot 53 A Back 1002.5 109.3, 12.9 99 110.0 696 ' 06-10-05 Lot 54 A Back 1003.5 103.6 L. 14.8 ' 94 110.0 697. 06-10-05 Lot 3 A Back 998 I 107.9 I 13.1 98 110.0 698 06-10-05 Lot 36 A Back 996 I' 103.2 8.9' 93 110.0 699 06-1.0-05 I: of 45 A Front 993.5 99.5 I ' 14,9 1 90 110.0' '700 i 06-10-05 I Lot 45 A Front 995.5 105.7 I- 20.0 '96 110;0 701 I 06-10-05 I Lot 46 A Front 993.5 j 7.02.3 ' 1.1..4 93 110.0 702 ; .06-10-05 Lot 46 A Front 996.5 i 99.5 1.9.3 90 703 06-10-05 ': Lot 47 A Front 993 j 105.4 12.9• j 95 110.0 704 06-10.05 Lot 47 A Front 995 i 107.1 1 14.6 I 97 110.0 705 06-10-05 Lot 47 A Front 997 701:6 1.3.9 i 92 110.0 706 06-10-05 Lot 48 A Front 994 109.3 ,' 15.0 99 110:0 707 ! 06-10-05 I Lot 48 A Front 996 I 105.4 11.4 96 11.0.0 708 06-10-05 Lot 48 A Front 998 101.6 1' 10.2 ` 92 110.0 709 06-10-0.5 ! Lot 49 A Front 998.5 103.0 16,1 { 93 110.0 710 i 06-10-05 ; Lot 50 A Front .996 106.9 1.4.0' 97 110.0 711 06-10-05 Lot 50 A Front 998 -106.1 13.5 96 110.0 712 06-10=05 1 Lot 50 A Front 1000 103.7 15.1, . i . 94 110.0 713 06-10-05 Lot 52 A Front 1002 1063 15.3 96 110.0 714 06-10-05 j Lot 53 A Front 1003.5 109.4 16.3 99 110.0 • 715 06-10-05 Lot 41 Front 1IG I 103.3 I 9-91 92 110.0 DATE: March 2, 2006 TEST RESULTS • . PROJECT NAME: Madison Club LOCATION: La Quinta, California U.J PROJECT NO: 522-4810 " REPORT NO: 06-02-120 Test No. I Date'rested I Location Elevation' Dry Density I In Place % Moisture. I in Place Relative I Compaction Maximum Density i 716 I 06-10-05 Lot 41 Center PG 102.7 9.1 i 93 110.0 717 06-10-05 Lot 41 Hack PG 104.5 16.5 95 110.0 718 06-10-05 Lot 42 Front PG 105.3 16.1 95 110.0 719 I 06-10-05 Lot 42 Center PG 104.3 16.6 94 110.0 720 i 06-10-05 Lot 42 Back PG 103.4 11.1 94 110.0 721 06-10-05 Lot 43 Front PG 106.6 14,1 97 110.0 722 I 06-10-05 Lot 43 Center PG 103.0 12.5 93 110. 723 I 06-10-05 Lot 43 Back PG 107.9 10.9 98 1.10.0 724 06-10-05 Lot 44 Front PG 103.1 '13.3 93 110.0 725 06-10-05 Lot 44 Center PC 104.7 16.1 95 110.0 726 06-10-05 Lot 44 Back PG 101.3 10.7 92 110.0 727 06-13-05 Lot 21. A Front 1001.5 107.9 13.2 98 110.0 728 06-13-05 Lot 24 A Front 1001 104.0 17.0 94. 110.0 729 06-13-05 Lot 24 A Front 1003 104.8 14.1 95 110.0 730 06-13-05 Lot 25 A Front 1001 106,9 11.3 97 110.0 731 06-13-05 Lot 25 A Front 1003 105.3 16.1 95 110.0 732 06-13-05 Lot 26 A Front 1001 108.0 15.5 98 110.0 733 06-13-05 Lot 26 A Front 1003 109.7 16.0 99 110.0 734 06-1.3-05 Lot 27 A Front 1000 109.0 13.8 99 110.0 735 06-13-05 Lot 27 A Front 1002 108.6 15.1 99 110,0 736: 06-13-05 Lot 28 A Front 994 102.0 1.2.0 93 110.0 737 06-13-05 Lot 28 A Front 996 { 106.8 18.3 97 110.0 738 06-13-05 I..ot 29 A Front 998 103. 16.0 I 94 110.0 739 06-13-05 Lot 38 A Front 993 - 107.1 9.6 97 110.0 740 06-13-05 Lot 38 A Front 995 106.3 15.7 1 96 110.0 741 I 06-13-05 I Lot 40 A Front 996 108.6 17.1 99 .110.0 742 06-13-05 Lot 4.3 A Front 995 103.0 9.5 94 I 110.0 743 06-13-05 I Lot 54 A Front 1003.5 100.6 j 18.8 91 110.0 744 + 06-13-05 Lot 49 A Center 998.5 101. I 14.7 92 ! 1.1.0:0 745 1 06-13-05 Lot 23 A Back I 1003 104.6 14.6 95 1 110.0 746 i 06-13-05 Lot 24 A Back 999:3 109.3 15.4 99 I 110. 747 06-13-05 Lot 24 A Back 1001.5 108.1 9.3 i 98 11.0.0 748 06-13-05 Lot 24 A Back 1003.5 101.4 9.9 92 { 110.0 749 06-13-05 Lot 25 A Back 1003 .109.7 14.1 99 1.10.0 750 06-13-05 Lot 26 A Back 1003 107.8 17.7 I 98 110.0 751 06-13-05 Lot 27 A Back 992 102.7 11.8 I 93 110.0 752 06-13-05 Lot 27 A Back 994 .107:0 11.3- 97 110. 753 06-13-05 Lot 27 A Back '996 106,1 13.6 96 110:0 754 I 06-13-05 Lot 28 A Back 990 1.02,5 13.3 93 110.0 755 ` 06-I3-05 Lot 28 A Back 992 106.6 11.2 97 7.10.0 756 j 06-13-05 Lot 28 A Back 994 , 103.6 12.8 94 110.0 • DATE: March 2, 2006 Sladden Engineering PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested j Location PROJECT NO; 522-4810 REPORT.NO: 06-02-120 Elevation Dry Density % Moisture Relative Maximum n PlaceI In P14 I Compaction Density 757 I06-13-05 Lot 29 A Back 999 102.5 9.7 93 110.0 758 06-13-05 Lot 29 A Back 1001 108.3 14,8 98 110.0 I 759 06-14-05 Lot 50 A Back 998,5. 104.4 13.3 94 110.0 760 06-14-05 Lot 50 A Back 100.0 102.8 I 12.6 I 97 110.0 761 ; 06-14-05 Lot 27 A Back 998 105.0 20.0 i 95 110.0 762 06-1.4-05 Lot 27 A Back 100.0 104.2 16.7 i 95 110.0 763 06-14-05 Lot 28 A Back 996 101.5 11.2 92 110.0 764 06-14-05 Lot 28 A Back 998 108.7 15.0 99 110.0 765 06-14-05 I Lot 28 A Back 1000 105.4 14.2 96 110.0 766. 06-14.-05 j Lot 28 A Front .998 105.3 17.1 95 - 110.0 767 06-14-05 Lot 30 A Front 999 102.1 13.3 93 1.1.0.0 768 06-14-05 Lot 54 A Front PG 99.2. 11.5 90 110.0 769 06-14-05 Lot 54 A Center PC 100.5 8.3 91 1.10.0 770.1 06-14-05 Lot 54 A Back PG 105.9 9,4 96 110.0 771 06-14-05 Lot 53 A Front PG 105.5 10.3 96 110.0 772 i 06-14-05 Lot 53 A Center PG 106.1 7.7 96 110.0 773 06-14-05 Lot 53 A Back PG 99.1 9.3 90 , 110.0 774 06-14-05 Lot 52 A Front PC 103.0 13.7 94 110.0 775 ! 06-14-05 Lot 52 A Center PG 1.09.3 12.8 99 110.0 • 776 06-14-05 Lot 52 A Back PG 104.4 11,1 95 110.0 777 06-14-05 Lot 51 A Front PC 101.4 12.3 92 110.0 778 ' 06-14-05 Lot 51 A Center PG 100.2 9.5 ' 91 110,0 779 06-14-05 Lot 51 A Back PG 101.6 10.3 I 92 110.0 780 06-14-05 Lot 50 A Front PC 1 91.4 10.2 83* 1 110, 781 06-14-05 Lot 50 A Center PG , 92.8 9.5 I 84* I 110.0 782 06-14-05 i Lot 50 A Back PG j 94.4 8.8 86* 110.0 783 06-14-05 Lot 99 A Front PG f 101.2 9.3 92 I 110.0 784 06-14-05 Lot 99 A Back PG 103.3 12.2 94 110.0 785 06-14-05 Lot 99 A Center PG 102.6 11.6 93 110.0 786 06-14-05 Lot 98 A Front PG 99.6 8.6- 90 110.0 787 06-14-05 Lot 98 A Back PG 103.1. I 11.2 93 110.0 788 06-14-05 'Lot 98 A Center PG 107.0 I 10.5 97 110.0 j 789 06-15-05 Retest # 780 98.9 i 7.2.9 901* 110.0 790 ! 06-15-05 I Retest A 782 100.2 12.5 91** 1.1.0.0 791 i 06-15-05 Retest a 781 101.9 10.4 92- 110.0 792 ' 06-15-05 Lot 47 A Front PC 102.1 9.1 93 110.0 793 f 06-15-05 Lot 47 A Back PG 99.7 8.8 91 110.0 794 06-15-05 I Lot 47 A Center PC 103.6 9.2 94 110.0 795 06-15-05 . I Lot 46 A Front PG 100.0 9.1 i 91 110,0 796 1 06-15-05 I Lot 46 A Back PC 102.8 10.7 I 93 110.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California • Test No. i Date Tested I Location Elevation I Dry Dcnsity In Place % Moisture Tn Place Relativc Com action Maximum 1 797 06-15-05 Lot 46 A Center PG 105.4 8.9 96 -Density 110.0 798 06-15-05 Lot 45 A Front PG .I.09.2 12.2 99 110.0 799 06-15-05 Lot 45 A Back PC 104.1 11.1 95 11.0.0 800 06-15-05 Lot 45 A Center PC 106.8 11.3 97 110.0 801. 06-15-05 Lot 41 A Front PC 101.3 12.1 92 110.0 802 06-15-05 Lot 41 A Back PC 106.2 13.3 96 110.0 803 06-15-05 Lot 41 A Center PC 102.9 17.1 93 110.0 804 06-16-05 Lot 25 A Front PG 107.9 13.4 98 110.0 805 06-16-05 Lot 25 A Center PC 102.8 11.5 93 110.0 806 06-16-05 Lot 25 A Back PG 1.07.1 '13.2 97 110:0 807 06-16-05 Lot 26 A Front PG" 100.3 18.1 91 110.0 808 06-1.6-05 Lot 26 A Center PC 100.4 12.4 91 110.0 809 06-16-05 Lot 26 A Back PC 108.3 12,5 I 98 110.0 810 06-1.6-05 i Lot -27 A Front PC, 106A 16.9 1 97 110.0 811 06-16-05 Lot 27 n Center PG 1.01.2 13.9 92 110.0 812 I 06-16-05 Lot 27 A Back 1 PC 99.4 1 11.2 90 110.0 813 ( 06-17-05 Lot 28 A Front PC 103.3 I 13.7 94 1.10.0 814 06-17-05 ' Lot 28 A Center PC 1 103:7 18.1 94 . i 110.0 815 06-17-05 Lot 28 A Back PG i 102.5 12.9 93 110.0 816 06-17-05 Lot 29 A Front PG 103.7 10.4 94 110.0 817 06-17-05 Lot 29'A Center PC I 104.2 15.1 95 • 110.0 818 06-17-05 Lot 29 A Back PG 100.0 10.9 91 ! 110.0 819 06-17-05 ! Lot 30 A Front PC 107,2 13:9 97 i 110.0 820 ; 06-1.7-05 Lot 30 A Center PG 109.9 10.7 99 110.0 821 06-17-05 I Lot 30 A Back PG 108.5 12.1 98 I 110.0 822 06-17-05 i Lot 31 A Front PC 106.4 11.1 96 110.0 823 , 06-17-05 Lot 31 A Center PC 109.31 15.0 99 I 110.0 824 ! 06-17-05 Lot 31 A Back PC 106.9 9.1 97 i 110.0 825 06-17-05 Lot 55 A Back 989 100.1 8.8 91 i 110.0 826 i 06-17-05 Lot 56 A Back 988 99.5 9.0 90 110.0 827 06-17-05 Lot 57 A Back 989 99.0 11.2 90 I 110.0 828 06-17-05 Lot 58 A Back 989.5 102.8 7.9 93 ' 110.0 829 i 06-17-05 Lot 55 A Front 989 103.0 17.1 94 110.0 830 j 06-17-05 Lot 56 A Front 988 104.1 9.4 95 110.0 821 1 06-17-05 Lot 57 A Front 989 94.1 - 12.9 85" 110.0 832 I 06-17-05 Lot 58 A Front 989.5 105.6 7.8 96 110.0 833 06-17-05 f Lot'59 A Front 990 93.1 11.5 85'° 110.0 834 I Ob -20-05 Lot 55 A Front 991 102.8 13.1 92 112.0 835 06-20-05 Lot 55 A Front 993. 103.9 8.6 93 112.0 Sladden Engineering • DATE: March 2, 2006 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club PROJECT N0.522-4810 LOCATION: La Quinta, California REPORT NO: 06=02-120' Test No. Date 'Tested Location Elevation Dry Dcnsity In Place-, % Moisturc In Place Relative Compaction Maximum Density 836 06-20-05. I Lot 56 A Front 990 101.4 9.3, 91 1.1.2.0 837 06-20-05 Lot 56 A Front 991.5 100.8 10.3 90 112.0 838 06-20-05 Retest # 821 & 833 104,3 14.1 93** 112.0 839 06-20-05 Lot 57 A Front 992.5 101.5 11.0 91 112.0. 840 06-20-05 I Lot 55 A Back 991 104,3 10.9, 93 .112.0 841 06-20-05 Lot 55 A Back 992 105.1 8.8 94 112.0 842 06-20-05 Lot 56 A Back 990 103.0 15,0 92 112.0' 843 06-20-05 i Lot 56 A Back 991.5 102.4 9.8 91 112,0 844 06-20-05 Lot 57 A Back 991 105,3 11.4 94 112:0 845 06-20-05 Lot 57 A Back 992.5 102.2 -9.2 91 1120 846 06-20-05 i " Lot 32 A Front PC 103.8 8.8 93 112.0' 847 06-20-05 Lot 32 A Center PC 109:3 10.0 98 112.0 848 06-20-05 Lot 32 A Back PC 106.3. 11.2, 95 T 112.0 . 849 06-20-05 Lot 33 A Front PG 107:8 11.5 96 112.0 850 06-20-05 I Lot 33 A Center, PC 168.6 12.0 97 i 112.0 851 i 06-20-05 Lot 33 A Back PC 107.1 9.81 96 112.0 • 852 06-20-05 Lot 55 A Center 991 104.4 10.9 93 112.0 853 i 06-20-05 Lot 56 A Center 990 102.0 113 91 112.0 854 06.20-05 Lot 57 A Center 991 105.1 9.4'. 94' 112,0 855 06-21.-05 Lot 13 A Front 1004.5 100.9 12.1 92 110.0 856 06-21-05 i Lot 13 A Front 1006 104.3 1 ` 10.9 95 1.10.0 857 I 06-21-05 Lot 13 A Back 1004.5 102.8 11.0 93 110.0 858. 06-21-05 Lot 13 A Back • 1006 103.4 9,1 19.3 i 94 110.0' 859 i 06-21-05 Lot 13 A Center 1004.5 105.9 I , 96 110.0 860: 06-21-05 Lot 13 A Center. 1006 101.4 12.592 110.0 861 : 06-21-05 Lot 12 A Front 1006.5 = 101.1 7.6 ' I- 92 862 i 06-21.05 i.6t 12 A Front 1008 9.4..4. 9.9 86* 110.0 863 06-21-05 Lot 12 A Back 1006.5 100.1 10.2 91 110.0 . ' 864 06-21-05 Lot 12 A Back 1008 103.3 8.7 94 110.0 865 i 06-21-05 Lot 56 A Back 993.5 104.7 15.2 93 1.12.0 866 1 06-21-05 Lot 58 A Back 991.5 106.4 ' 14.4 95. 112:0 867 ! 06-21-05 Lot 34 A Front PG 107.0 8.5 I 96 7.12.0 868 06-21.-05 Lot 34 A Center PC 105.3 9.6 94 112.0 869 I 06-21-05 Lot 34 A Back . PC 108.4' 8.9 97 112.0 870 I 06-21-05 Lot 35 A Front PC 99.8 10.7 91 110.0 871 06-21-05 - Lot 35 A Back PC 106:7 9.0 95 112.0 872 06-21-05 Lot 35 A Center PC 104.5 9.9 93 112:0 873 06-21-05 Lot 36 A Front PC 100.6 9.1 91 110.0 874 i• 06-21-05 Lot 36 A Back PC 105.3,'10.7 94 112.0 875 06-21-05 Lot 36 A Center PC 102.4, 8.0 91 112.0 876 06-21-05 I,ot 55-A Flack 994 103.5 13.3, 92, 117. DATE: March 2, 2006 . Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location Elevation Dry Density % Moisture Relative Maximum In Placc I In Place I ComDaCtiOn Densitv 877 06-21-05 Lot 57 A Back 994.5 101.4 10.9 92 110.0 878 06-21-05 Lot 55 A Center 993.5 105.0 8.7 94 112.0 879 06-21-05 Lot 57 A Center 994 103.1 7.9 92 112.0 880 06-22-05 Lot 60 A Front 990.5 93.7 8.4 85* 110.0 881 06-22-05 Lot 60 A Front 992 103.1. 10.6 94 110.0 882 06-22-05 Lot 59 A Front 990.5 102.1 11.3 93 110.0 883 06-22-05 Lot 58 A Front 991.5 1 100.6 7.1 91 110.0 884 06-22-05 Lot 57 A Front 994 f 104.5 8.8 95 110.0 885 , 06-22-05 Lot 57 A Front 995 1.041 8.2 , 95 110.0 886 06-22-05 Lot 56 A Front 990 106.2 10.1 97 1.10.0 887 ? .06-22-05 I Lot 56 A Front 991.5 102.7 7.9 93 110.0 888 06-22-05 Lot 55 A Front 991 103.8 9.0 94 110.0 889 06-22-05 Lot 55 A.Front 992.5 103.1. 7.8 94 110.0 890 06-23-05 Lot 60 A Center 993 104.1 13.4 93 112.0 •891 06-23-05 Lot 59 A Center 991.5 106.9 11.8 95 112.0 892 1 06-23-05 Lot 57 A Center 994 103.0 14.0 92 112.0 893 06-23-05 Lot 56 A Front 993 101.8 10.5 91 112.0 894 1 06-23-05 Lot 56 A Front 994.5 101.4 1.0.1. 91 ! 110.0 895 06-23-05 Lot 55 A Front 994 104.8 14.0 94 j 112.0 896 06-23-05 Lot 55 A Front 995 102.0 119 91 112.0 897 06-23-05 Lot 55 A Back 995 107.1 • 10.4 I 96 112.0 898 I 06-23-05 Lot 55 A Back 996 I 104.4 8.7 1 93 112.0 899 06-23-05 Lot 56 A Back 994.5 I 106.0 1.:1..5 95 112.0 900 06-23-05 Lot 56 A Back 996 I 103.2 I 11.1 92 112.0 901 I 06-23-05 I Lot 56 A Center 994 107.3 I 8.8 96 112.0 902 i 06-23-05 Lot 55 A Center 995 104.5 I 9.0 93 1.1.2.0 903 06-23-05 Lot 37 A Front PG 105.1 ' 8.3 94 • 112.0 904 06-23-05 Lot 37 A Back PG 102.2 9.4 91 112.0 905 06-23-05 Lot 37 A Center PG 103.6 9.1 93 112.0 906 06-23-05 Lot 38 A Front PG 103.9 8.5 93 112.0 " 907 06-23-05 Lot 38 A Back PG 106.5 I 10.4 95 112.0 908 I 06-23-05 Lot 38 A Center PG 104.7 9.9 93 112.0 909 06-23-05 Lot 39 A Front PG 101.19 10.6 91 112.0 9,110 I 06-23-05 Lot 39 A Back PC 105.3 10.2 94 112.0 911 06-23-05. Lot 39 A Center PG 104.0 7.9 93 112.0 912 06-24-05 Lot 30 B Center 989.5 102.6 8.3 93 110.0 913 06-24-05 Lot 30 B Center 991 I 101.41 9.9 92 1.10.0 914 06-24-05 Lot 31 B Front 989.5 I 94.9 10.1 93 102.0 • 915 06-24-05 Lot 31 B Front 991 103.5 11.3 ; 94 110.0 DATE: March 2, 2006 Sladden Engineering TEST RESULTS PROJECT NAME: Madison Club LOCATION- La Quinta, California r PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. Date Tested Location Elevation Dry Density in Place % Moisture In Place I Relative I Com action I Maximum I Densi 916 06-24-05 Lot 32 $Front 990 96.2 8.3 94 102.0 917 II 06-24-05 Lot 32 B Front 991.5 104.1 10.6 95 110.0 918 I 06-24-05 Lot 33 B Front 989 101.8 12.1 93 110.0 919 06-24-05 Lot 33 B Front 991 104,7 9.0 95 110.0 920 06-24-05 Lot 34 B Front 988 100.8 10.3. 92 110,0 921 ` 06-24-05 j Lot 34 B Front 989 105.1 8.11 96 110.0 922 06-24-05 Lot 30 B Back ' 990 100.5 9.5 91 110.0 923 06-24-05 i Lot 30 B Back 991 101.6 8.3 92 110.0 924 06-24-05 Lot 31 B Back 990 97.3 10.1 -95 1.02.0 925 06-24-05 I Lot 32 8 Back 990 1.01.'..4, . 1.1.5 92 110.0 926 06-24-05 I Lot 33 B Back 990 96.2 8.9 94 102.0 927 06-24-05 j Lot 3013 Center 991.5 103.6 1 10.4 94 110.0 928 06-24-05 i Lot 31 B Center 990.5 106.7 1 12.9 j 97 .110.0 929 06-24-05 I Lot 32 B Center 991.5 104.4 I 1.1.3 � 95 110.0 930 06-24-05 Lot 33 B Center 992 107.1 9.9 i 97 110.0 931 06-24-05 Lot 34 B Center 991 103.3 10.4 j 97 11.0.0 932 06-27-05 Lot 33 B Back 991.5 I 100.2 11.2 91 11.0.0 933 06-27-05 Lot 33 8 Back 993 93.1 12.8 91 102.0 934 06-27-05 Lot 55 A Front 997 106.2 16.7 95 112.0 935 06-27-05 Lot 55 A Front 999 99.2 13.9 90 11.0.0 936 06-27-05 Lot 56 A Front 997 1.02.4 10.5 93 110.0 937 06-27-05 Lot 56 A Front 999 102.0 13.7 93 110.0 938 06-27-05 Lot 57 A Front 995 100.9 15.3 92 110.0 939 06-27-05 Lot 57 A Front 996 99.2 9.6 90 1.-10.0 940 06-27-05 Lot 58 A Front 991 i 105.5 1 10.1 94 i 112.0 941 06-27-05 Lot 59 A Front 991,5 106,1 11.3 95 � 112.0 942 06-27-05 Lot 55 A Back 997 I 99.6 16.8 91 110.0 943 06-27-05 Lot 55 A Back 999 99.2 9.3 90 1.1.0.0 944 I 06-27-05 I Lot 56 A Back 997 1.06.4 11.7 95 112.0 945 06-27-05 Lot 57 A Back 992 109.5 15.8 98 112.0 946 ( 06-27-05 Lot 57 A Back 994 104.8 16.0 94 11.2.0 947 06-27-05 j Lot 59 A Back 991.5 103.0 9.7 94 110.0 948 06-27-05 Lot 59 A Back 993.5 102.4 15.9 93 110.0 949 06-27-05 Lot 31 BBack 991,5 106.3 11.4 97 110.0 950 06-27-05 Lot 31 B Back 993 102.9 9.9 92 112.0 951 06-27-05 Lot 32 6 Back 991.5 96.8 12.8 95 102,0 952 06-27-05 Lot 32 B Back 993 99.2 8.7 90 110.0 953 06-27-05 Retest k 880 -101.5 . 7.6 92"' 110.0 954 06-27-05 Lot 60 A Front 990.5 101.0 8.3 92 110.0 Lot 58 A Back 992.5 104.8 13.1 94 112.0 Lot 58 A Back 994 106.1 11.6 95 112.0 955 06-27-05 • 956 06-27-05 DATE: March 2, 2006 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club LOCATION: La Quinta, California • PROJECT NO: 522-4810 REPORT NO: 06-02=120 'fest No. Oate Tested I Location Elevation Dry Density ! In Place I % Moisture I In Place Relative Compaction I Maximum Density 957 06-27-05 Lot 60 A Back 990 103.4 9.9 92 112.0 958 j 06-27-05 Lot 60 A Back 992 102.2 10.4 91 112.0 959 I 06-28-05 Lot 58 A Front 993 103.7 15.1 94 11.0.0 960 I 06-28-05 Lot 58 A Front 994.5 102.6 12.3 93 110.0 961 ; 06-28-05 Lot 55 A Back 1001 100.9 9.3 92 110.0 962 I 06-28-05 Lot 55 A Back 1002 I 101.5 10.6 93 110.0 963 06-28-05 Lot 55 A Front 1000 i 104.7 13.8 95 .110.0 964 I 06-28-05 Lot 55 A Front 1001 104.1 12.7 95 110.0 965 06-28-05 Lot 56 A Front 1000 106.8 1.4.5 97 110.0 966 I .06-28-05 Lot 56 A Front 1001 103.4 11.9 94 110.0 967 06-28-05 Lot 56 A Back 999 105.5 15.3 96 110.0 968 06-28-05 Lot 56 A Back 1000.5 102.9 13:1 94 I 110.0 969 06-28-05 Rctcst # 862 103.4 1 9.8 94"" 110.0 970 06-28-05 Lot 15 A Front 1002 1.06.1. 10.5 .96 i 110.0 971 06-28-05 Lot 15 A Back 1002 104.3 11.6 95 j 110.0 972 06-28-05 Lot 16 A Front 1001. 105.5 8.3 96 j 110.0 973 06-28-05 Lot 57 A Front 998 101.9 13.1 95 II 11.0.0 974 1 ' 06-28-05 Lot 57 A Front 999.5. -103.0 10.2 94 { 110.0 975 ! 06-28-05 Lot 57 A Back 996 103.9 11..4 94 ! 110.0" 976 06-28-05 Lot 57 A Back 997.5 105.4 I 9.9 96 I 110.0 977 06-28-05 Lot 58 A Front 993 106.6 10.7 97 L 110.0 . 978 ! 06-28-05 Lot 58 A Front 995 104.0 8,4 95 1.1.0.0 979 06-28-05 Lot 58 A Back 996 101.3 9.9 92 110:0 107.1 980 I 06-28-05 Lot 58 A Back 997.5 100.9 '10.3 92 1.1.0.0 981 06-28-05 Lot 59 A Front 993.5 10.5 96 112.0 982 I 06-28-05 Lot 59 A Front 995 105.6 8.8 94 112.0 983 06-28-05 Lot 59 A Back 995 102.2 I 13.1 93 110.0 984 06-28-05 Lot 59 A Back 996.5 103.4 11.4 94 I 110.0 i 985-! 06-29-05 Lot 55 A Front ' 1002 102.0 16.3 1 93 ) 110.0 986 06-29-05 ' Lot 55 A Front 1003.5 I 101.2 16.5 92 110.0 987 06-29-05 I Lot 56 A Front 1001.5 103.1 11.9 I 94 I 110.0 988 i 06-29-05 Lot 56 A Front 1002.5 104.4 11.4 I 95 110.0 989 i 06-29-05 Lot 55 A. Back 1002.5 106.1 10.2 95 112.0 990 06-29-05 Lot 55 A Back 1.003.5 1.03.4 1.3..4. I 94 110.0 991 06-29-05 Lot 56 A Back 1001.5 103.6 9.1 94 110.0 992 06-29-05 Lot 56 A Back 1.002.5 1.0515 I 8,4 96 11.0.0 993 06-29-05 Lot 57 A Front 1000.5 107.4 13.4 96 112.0 994 06-29-05 Lot 57 A Front 1001.5 106.2 14.5 95 112.0 I Lot 57 A Rack 999 99.1 17,1 90 110-0. • - 995 06-29-05 DATE: March 2, 2006 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club PROJECT NO: 522-4810- LOCATION: 0.LOCATION: La Quinta, California REPORT NO: 06-02-120 C7 Test No. Date Tested Location Elevation Dry Density Densi % Moisture I Relative I Maximum In Place In Place I Comoaction *I Densitv 996 997 998 999 1000 1001 1002 1003 1004 '1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 101.7 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-294)5 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 06-29-05 Lot 57 A Back Lot 58 A Front Lot 58 A Front Lot 58 A Back Lot58 A Back Lot 59 A Front Lot 60 A Front Lot 60 A Font Lot 61 Front Lot 61 Front Lot 12 A Front l.ot 1.2 A Center Lot 12 A Back Lot 1.3 A Front Lot 13 A Center Lot 13 A Back Lot 14 A Front Lot 14 A Back Lot 14 A Center Lot15 A Front Lot 15 A Center Lot 15 A Back 1.000.5 1.01.3 996.5 105.2 998 I 106.6 998.5 107.3 999.5 104.2 996 104.1 992.5 105.5 994.5 99.8 992.5 108.4 994.5 103.1 PC 99.2 PG 99.8 PG 102.4 PG 101.1 PG 103.5 PC 100.4 PC 99.0 PC 101.4 PG 102.4 PG 102.0 PG i 100.6 PC 106.3 11..8 13.4 10.8 12.5 14.0 11.6 8.0 12.1 10.9 10.3 10.6 8.3 9.6 1.5..4. 9.9 12.1 9.2 8.3 10.4 16.1 15.8 16.4 92 96, 97 98 95 9$ 96 91 99 94 90 91. 93 92 94 94 90 92 93 93 91 97 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1.10.0 110.0 1.1.0.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1.1.0.0 110.0 . 110.0 1018 06-30-05 I Lot 68 Front 989 I 100.6 15.5 91 110.0 I 1.019. 06-30-05 Lot 68 Front 991 102.2 10.2 93 1.10.0 1020! 06-30-05 Lot 67 Front 989 101.0 13.4 1 , 92 110.0 1021; 06-30-05 Lot 67 Front 991 .103.1 11.1 I 94 110.0 1022; 06-30-05 Lot 66 Front 989 104.5 114.2 95 110.0 1023 06-30-05 Lot 66 Front 991 j 102.5 i 12.3 i 93 110.0 1024 06-30-05 I Lot 65 Front 990 1 102.3 10.8 93 110.0 1025 06-30-05 I Lot 64 Front 990 I 104.1. I 11.4 95 110.0 10261 06-30-05 , Lot 69 Front 993 106.3 ; 9.0 97 I 110.6 1027 06-30-05 Lot 69 Front 994.5 I 103.9 10.1 94 110.0 1028 06-30-05 I Lot 62 Front 990.5 I 105.4 8.8 96 110.0 1029 06-30-05 Lot 62 Front 992.5 102.9 11.4 94 110.0 1030 06-30-05 Lot 63 Back 990.5 104..4. 11.8 95 110.0 1031 06-30-05 Lot 63 Back 992.3 104.1 10.2 95 110.0 1032 06-30-05 Lot 62 Back 990 101.8 13.1 93 110.0 1033 06-30-05 Lot 62 Back 992 I 106.3 9.9 97 110.0 1034 06-30-05 I.ot 63 Front 990 103.4 12.7 94 110.0 10351 06-30-05 Lot 63 Front 992 100.8 11.0 92 110.0 • 10361 06-30-05 Lot 69 Front 989 103.3 11.8 94 1 110.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME; Madison Club LOCATION: La Quinta, California Test No. I Date Tested Location TEST RESULTS PROJECT NO: 522-4810 REPORT NO; 06 -02 -120 - Elevation Dry Density% Moisture Relative Maximum In Place ( In Place I Comvaction I Densitv 1037 06-30-05 Lot 69 Front 991 105.0 10.1 95 110.0 1038 06-30-052 Lot 68 Front 993 101.6 9.9 920 110.0 1039 06-30-05 Lot 68'Front 994.5 104.5 11.3 95 110.0 1.040 06-30-05 Lot 67 Front 993 I 103.3 1 14.4 94 110.0 1041 06-30-052 Lot 67 Front 995 105.0 10.6 95 1042 06-30-05 Lot 66 Front 993 '100.8 13.5 92 110.0 1043 06-30-05 Lot 66 Front 994.5 101.5 1.1..7 92 110.0 1044 06-30-05 1 Lot 65 Front 992 104.7 8.3 95 110.0 1045 06-30-05 1 Lot 65 Front 994 107.1. 8.9 97 110.0 1046 06-30-05. Lot 64 Front 992 102.2 12.4 93 110.0 1047 07-01-05 Lot 69 A Front 996 101.4 11.3 92 11.0.0 1048 07-01-05 I Lot 69 A Front 997.5 1.01..6 10.7 92 110.0 1049 07-01-05 Lot 68 A Front 996 104.3 9.8 95 1.10.0 1050 07-01-05 Lot 68 A Front 997.5 1.02.6 12.5 93 110.0 1051 07-01-05 I Lot 67 A Front 996 103.4 10.0 94 110.0 1052 07-01-05 Lot 67 A Front 997.5 100.8 j. 11.3 92 110.0 • 1053 i 07-01.-05 Lot 62 A Front 993 105.1 i 14,1 96 110.0 1054 07-01-05 Lot 62 A Front 994.5 104.6 j 13.2 95 110.0 1055 07-01-05 i Lot 63 A Front 993 102.5 12.9 i 93 110.0 1056 07-01-05 Lot 63 A Front 994.5 101.4 14.6 92 110.0 1057! 07-01.45 I Lot 66 A Front 996 103.4 1.2.6 I 94 110.0 1058 i 07-01-05 Lot 66 A Front 997 103.0 11.8 94 110.0 10591 07-01.-05 Lot 65.A Front 995 101.4 13.5 I 92 110.0 10601 07-01-05 Lot 65 A Front 996.5 100.8 12.0 I 92 110.0 1061.1 07-01-05 I Lot 64 A Front 994 106.0 1.0.7 96 110.0 10621 07-01-05 Lot 64 A Front 995.5 104.2 11.9 1 95 1 110.0 1063 I 07-01-05 Lot 24 A Front PC 104.6 11.1 I 95 110.0 1064; 07-01-05 I Lot 24 A Center PG 104.2 '15.6 j 95 110.0 1065! 07-01-05 Lot 24 A Back PC 107.8 8.4 98 110.0 1066; 07-01-05 Lot 23 A Front PG 99.1 10.0 1 90 110.0 1067; 07-01-05 Lot 23 A Center PC 106.9 9.3 95 112.0 1068 , 07-01-05 Lot 23 A Back PG 107.4 8.4 96 112.0 10691 07-01-05 Lot 22 A Front PC 106.5 1.1.1 95' 112.0 10701 07-01-05 Lot 22 A Center PG 104.6 7.7 93 112.0 10711 07-01-05 Lot 22 A Back PG 107.1 8.6 96 112.0 1072 07-01-05 Lot 21 A Front PC 105.9 6.8 96 1.12.0 1073 i 07-01-05 Lot 21 A Center PG 100.5 7.7 91 110.0 10741 07-01-05 Lot 21 A Back PG 103.7 6.5 I 94 110.0 I 10751 07-05-05 Lot 69 A Front 998.5 102.4 9.9 91 112.0 1076 j 07-05-05 Lot 69 A Front 1000 104.0 1.1..1 93 112.0 - DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested Location TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density % Moisture I RelativeMaximum I In Place In Place I. Comvaction I Densitv 998.5 1077 07-05-05 Lot 68 A Front 1.000.5 1078 07-05-05 Lot 68 A Front 998.5 1.079 07-05-05 Lot 67 A Front 1.000 1080 07-05-05 Lot 67 A Front 995.5 1081 07-05-05 Lot 62 A'Front 997 10821 07-05-05 Lot 62 A Front 995.5 1083 07-05-05 Lot 63 A Front 997 1084 07-05-05 Lot 63 A Front 996 1085 07-05-05 Lot 60 A Front 997 1086 07-05-05 Lot 60 A Front 995.5 1087 07-05-05 Lot 61 A Front 997 1088 07-05-05 Lot 61 A Front 994 1089 07-05-05 Lot 60 A Back 995.5 1090 07-05-05 Lot 60 A Back 994. 1091 07-05-05 Lot 61 A Back 996 10921 07-05-05 Lot 61 A Back • 1093 i 10941 07-05-05 i 07-05-05 I Lot 63 A Back Lot 63 A Back 996 101.5 8.4 92 994 1095 .07-05-05 T,ot 62 A Back 996 10961 07-05-05 fot62 A Back 984 1097' 07-06-05 Lot 44 B Front 984 10981 07-06-05 Lot 45 B Front 986 1099 07-06-05 Lot 45 B Front 985 1100 07-06-05 Lot 45 B Back 987 1101' 07-06-05 ! Lot 45 B Back 980.5 1102 07-06-05 Lot 1.06 B Back 979.5 11031 07-06-05 I Lot 107 B Back 982 1104' 07-06-05 i Lot 106 B Back 981.5 1105, 07-06-05 Lot 107 B Back 978 1106 07-06-05 1 Lot 108 B Front 101.4 1107 07-06-05 1 Lot 108 B Back I9.8 1.1.08 07-06-05 102.4 Lot 44 B Back 91 1109 07-06-05 11.4 Lot 44 B Back 987 1110 07-06-05 92. Lot 46 B Back' 106.3 1111 07-06-05 982.5 Lot 46 B Back 8.1 1112 07-06-05 104.4 Lot 106 B Front 93 1113 07-06-05 5.3* Lot 106 B Front 1114 07-06-05 Lot 107 B Front 1115 07-06-05 Lot 107 B Front •11161 07-07-05 Lot 45 B Back • DATE; March 2, 2006 TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density % Moisture I RelativeMaximum I In Place In Place I. Comvaction I Densitv 998.5 104.5 10.7 93 1.000.5 101.3 8.6 90 998.5 106.1 12.4 95 1.000 102.7 9.0 92 995.5 100.8 12.8 90 997 103.4 10.2 i 94 995.5 1.05.7 11.4 94 997 102.0 9.1 91 996 i 107.1 9.3 96 997 104.4 13.5 93 995.5 1.03.8 13.1 93 997 105.1 14.3 94 994 101..8 11.4 91 995.5 100.6 14.1 91 994. 104.8 10.3 94 996 1.02.6 8.9 93 994 1 101.1 10.5 92 996 101.5 8.4 92 994 103.0 12.9 94 996 102.4 10.8 I 93 984 102.2 i 9.5 i 93 984 100.4 15.6 91 986 102.5 '15.3 93 985 104.6 9.0 95 987 ! 105.9 13.3 96 980.5 100.7 17.2 90 979.5 I 101.4 16.9 92 982 ' 96.4 5.1* 86* 981.5 94.2 3.8* 84* 978 99.8 8.7 91 978 101.4 9.2 ! 92 985 105.1 I9.8 94 987 102.4 10.3 91 985 101.3 1 11.4 90 987 103.0 8.6 92. 981 i 106.3 10.4 95 982.5 102.5 8.1 92 979.5 I 104.4 11.6 93 981.5 96.0 5.3* 86* 989 1 107.1 1 12.8 1 96 112.0 112.0 112.0 112.0 112.0 1.1.0.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 110.0 112.0 110.0 110.0 110.0 .110.0 110.0 110.0 110.0 i:110.0 110.0 110.0 112.0 312.0 112.0 112.0 110.0 71 U.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. 11 Tate Tested I Location 1117 07-07-05 Lot 45 B Back 1118 07-07-05 Lot 44 B Back 1119 07-07-05 Lot 44 B Back 1120 07-07-05 Lot 43 B Back 11211 07-07-05 Lot 43 8 back 1122 07-07-05 Lot 45 B Front 11231 07-07-05 Lot 45 B Front 1124 07-07-05 Lot 44 B Front 1125! 07-07-05 'Lot 44 B Front 1126 07-07-05 Lot 43 B Front 1127 07-07-05 Lot 4313 Front 1128 07-07-05 Lot 42 B Front 112911 07-07-05 Lot 42 B Front 1130 07-07-05 , Lot 41 B Front 11.31. 07-07-05 1 Lot 4113 Front 11.32! 07-07-05 ! Lot 43 B Center 1133107-07-05 • 07-07-05 Lot 42 B Center 1134 , 07-07-05 I Lot 41 13 Center 1135; " 07-08-05 Lot 46 B Front • 1136 . 07-08-05 ( Lot 46 R Front 102.8 10.6 106.3 11371 07-08-05 I Lot 45 B Front 1138, 07-08-05 Lot 45 B Front 11391 07-08-05 Lot 44 B Front 1140 07-08-05 Lot 44 B Front 1141 07-08-05 Lot 4313 Front 1142 07-08-05 Lot 43 B Front 1.1.43 07-08-05 Lot 42 B Front 1144 07-08-05 Lot 42 B Front 1145 07-08-05 Lot 41 B Front 11461 07-08-05 I Lot 41 B Front 17.47 ; 07-08-05 1 Lot 46 B Back 1148 ! 07-08-05 i Lot 46 B Back 114911 07-08-05 Wt 45 13 Back 11501 07-08-05 Lot 45 B Back 1151.1 07-08-05 Lot 44 8 Back 10521 07-08-05 Lot 44 B Back 1153 I 07-08-05 Lot 43 8 Back 1154 07-08-05 Lot 43 B Back 11551 07-08-05 Lot 42 B Back 1.1.56! 07-08-05 Lot 42 8 l3ack • 11571 07-08-05 Lot 41 B Back DATE: March 2, 2006 REPORT NO: 06-02-120 Elevation .I Dry Density % Moisture I Relative I Maximum In Place in Place Compaction Density 991 989 991 984 986 988 990 -986 988 984 986 984.5 986.5 984.5 986.5 986 985.5 986 985 987 992 993.5 990 991.5 988 989.5 988.5 990 988.5 990 989 991 992 993.5 992 993 988 989.5 985 986.5 984.5 1083. 1.4;1. 101.9 10.4 101.1 14.5 100.8 8.2 101.8 11.0 109.5 14.8 104.6 9.1 103.4 10.7 102.3 11.5 10.3 16,6 104.0 12.7 108.7 10.5 100.6 15.2 101.4 i 11.5 105.5 9.0 106.8 11.3 103.6 9.4 102.0 13.2 . 103.6 8.8 101.9 8.2 105.5 1.0.7 104.0 11.5 1.01.4. I 9.9 105.7 I 13.4 106.2 12.6 " 102.8 11.3 104.1. 8.7 101.3 10.5 101.4 11.5 1.05.0 9.0 102.8 10.6 106.3 8.8 1.04.0 . 12.4 103.3 11,1 101.4 9.3 101.8 10.2 107..3 8.6 103.1 9.9 102.4 10.5 100.6 13.4 104.4-, 9.2 97 91 90 90 91 98 93 92 91 92 93 97 90 91 94 9u 93 91 93 91 94 93 92 94 95 93 93 92 91 94 92 95 93 92 91 91 96 92. 91 90 93 112.0 1.1.2.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 `. 112.0 112.0 112.0 112.0 1.12.0 11.2.0 112.0 112.0 112.0 112.0 112.0 112.0 110.0 112.0 112.0 110.0 112.0 11.0.0 112.0 112.0 112,0 112.0 112.0 112.0 112:0 112.0 112.0 112:0 112.0 112:0 112.0 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club PROJECT NO: 522-48I0 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum I I In Place In Place Compaction I Densit 1158 07-08-05 Lot 418 Back 986.5 104.1 11.3 93 112.0 1159 07-11-05 Lot 109 B Back 977 99.3 9.2 90 110.0 11601 07-11-05 Lot 109 B back 978.5 1.06.2 10.0 96 110.0 11611 07-11-05 Lot 110 B Back 997 102.2 9.1 93 110.0 17621 07-11-05 Lot 710 t1 Back 979 101.4 10.8 92 110.0 1163, 07-11-05 Lot 110 B Front 977 99.8 13.0 91 110.0 1164; 07-11-05 Lot 110 B Front 978.5 99.3 16.7 90 110.0 11651 07-11-05 Lot 109 B Front 977 I 106.7 10.0 97 110,0 1166 07-11-05 'Lot 109 B Front 978.5 � 102,8 9.2 93 110.0 1167 07-11-05 ? Lot 70 A Back 990.5 103.5 16.8 94 - ! '710.0 11681 .07-11-05 Lot 70 A Back 992.5 100.8 14.2 92 I 110.0 1169 07-11-05 Lot 69 A Back 990 102.0 17.1 91 ' 1.1.2.0. I 1.1.701 07-11.-05 � Lot 69 A Back 992 108.5 13.3 97 I 112.0 11711 07-11-05 I Lot 68 A Back 990 100.0 16.6 91 11.0.0 1172 07-11-05 Lot 68 A Back 992 105.9 9.0 95 1.12.0 '11 07-11-05 Lot 67 A Back 989 1.08.5 165 97 _ 112.0 1174 07-11-05 Lot 67 A Back 991 107.0 16.8 96 112.0 1175 07-11-05 Lot 66 A Back 990. 102.2 15.9 93 110.0 I ` 3176.07-11-05 Lot 66 A Back 992 107.3 I 13.6 96 112.0 11771 07-11-05 Lot 65 A Back 990.5 104.4 ' 10.8 95 110.0 1178 07-11-05 Lot 65 A Back 992.5 105.3 12.7 I 96 110.0 1179 07-11-05 Lot 70 A Back 9945 1.01.1 1.1.0. 92 110.0 1180 07-11-05 Lot 69 A Back 994 103.6 9.9 94 7.10.0 1181 07-1.1-05 Lot 68 A flack 994 1 1.07.2 12.4 96 112.0 1182 07-11-05 Lot 67 A Back 993 105.5 10.6 94 112.0 11.831 07-11.-05 Lot 66 A Back 99.4. ; 103.2 1.3.3 94 110.0 l I 1184 07-12-05 Lot 7 B Back 1001 101.5 17.3 92 110.0 1185 07-12-05 Lot 7 B Back 1003 108A 13.5 97 1.12.0 1186 07-12-05 Lot 8 B Back 1002.5 99.2 14.8 90 I 110.0 i 1187 07-12-05 Lot 8 B Back 1004.5 102.1 9.6 93 i 110.0 1188 07-12-052 Lot 813 Front 1.000.5 1.07.6 1.0.7 92 110.0 1189 07-12-05 i Lot 8 B Front 1002.5 104.1 13.6 95 ' 110.0 1190 07-12-05 Lot 7 B Front 1.002 103.6 16.9 94 i 110.0 1191 07-12-05 Lot 7 B Front 1004 108.9 12.1 99 110.0 I Front 1192 07-12-05 Lot 9 A 100'1 108.0 16.6 96 11.0.0 1193 07-12-05 Lot 10 A Front 1000.5 107.8 16.2 96 112.0 1194 07-12-05 Lot 10 A Front 1002.5 102.0 7.4 93 110.0 1195 07-12-05 Lot 11 A Front 10011 101.4 9.2 92 110.0 1196 07-12-05 Lot 11 A.Front 1003 1.02.6 14.1 93 1..10.0 • 7197 U7-12-0 DATE: March 2, 2006 . Sladden Engineering 1 5 Lot 11 A Back 7003 99.7 8.5 91 I 110.0 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum I I In Place In Place Compaction I Densit 1158 07-08-05 Lot 418 Back 986.5 104.1 11.3 93 112.0 1159 07-11-05 Lot 109 B Back 977 99.3 9.2 90 110.0 11601 07-11-05 Lot 109 B back 978.5 1.06.2 10.0 96 110.0 11611 07-11-05 Lot 110 B Back 997 102.2 9.1 93 110.0 17621 07-11-05 Lot 710 t1 Back 979 101.4 10.8 92 110.0 1163, 07-11-05 Lot 110 B Front 977 99.8 13.0 91 110.0 1164; 07-11-05 Lot 110 B Front 978.5 99.3 16.7 90 110.0 11651 07-11-05 Lot 109 B Front 977 I 106.7 10.0 97 110,0 1166 07-11-05 'Lot 109 B Front 978.5 � 102,8 9.2 93 110.0 1167 07-11-05 ? Lot 70 A Back 990.5 103.5 16.8 94 - ! '710.0 11681 .07-11-05 Lot 70 A Back 992.5 100.8 14.2 92 I 110.0 1169 07-11-05 Lot 69 A Back 990 102.0 17.1 91 ' 1.1.2.0. I 1.1.701 07-11.-05 � Lot 69 A Back 992 108.5 13.3 97 I 112.0 11711 07-11-05 I Lot 68 A Back 990 100.0 16.6 91 11.0.0 1172 07-11-05 Lot 68 A Back 992 105.9 9.0 95 1.12.0 '11 07-11-05 Lot 67 A Back 989 1.08.5 165 97 _ 112.0 1174 07-11-05 Lot 67 A Back 991 107.0 16.8 96 112.0 1175 07-11-05 Lot 66 A Back 990. 102.2 15.9 93 110.0 I ` 3176.07-11-05 Lot 66 A Back 992 107.3 I 13.6 96 112.0 11771 07-11-05 Lot 65 A Back 990.5 104.4 ' 10.8 95 110.0 1178 07-11-05 Lot 65 A Back 992.5 105.3 12.7 I 96 110.0 1179 07-11-05 Lot 70 A Back 9945 1.01.1 1.1.0. 92 110.0 1180 07-11-05 Lot 69 A Back 994 103.6 9.9 94 7.10.0 1181 07-1.1-05 Lot 68 A flack 994 1 1.07.2 12.4 96 112.0 1182 07-11-05 Lot 67 A Back 993 105.5 10.6 94 112.0 11.831 07-11.-05 Lot 66 A Back 99.4. ; 103.2 1.3.3 94 110.0 l I 1184 07-12-05 Lot 7 B Back 1001 101.5 17.3 92 110.0 1185 07-12-05 Lot 7 B Back 1003 108A 13.5 97 1.12.0 1186 07-12-05 Lot 8 B Back 1002.5 99.2 14.8 90 I 110.0 i 1187 07-12-05 Lot 8 B Back 1004.5 102.1 9.6 93 i 110.0 1188 07-12-052 Lot 813 Front 1.000.5 1.07.6 1.0.7 92 110.0 1189 07-12-05 i Lot 8 B Front 1002.5 104.1 13.6 95 ' 110.0 1190 07-12-05 Lot 7 B Front 1.002 103.6 16.9 94 i 110.0 1191 07-12-05 Lot 7 B Front 1004 108.9 12.1 99 110.0 I Front 1192 07-12-05 Lot 9 A 100'1 108.0 16.6 96 11.0.0 1193 07-12-05 Lot 10 A Front 1000.5 107.8 16.2 96 112.0 1194 07-12-05 Lot 10 A Front 1002.5 102.0 7.4 93 110.0 1195 07-12-05 Lot 11 A Front 10011 101.4 9.2 92 110.0 1196 07-12-05 Lot 11 A.Front 1003 1.02.6 14.1 93 1..10.0 • 7197 U7-12-0 DATE: March 2, 2006 . Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location 1198 07-12-05 k Lot11 A Back 1199 07-12-05 I Lot 10 A Back 1200 07-12-05 tot 10 A Back 1201 07-12-05 Lot 9 A Back ! 1202! 07-13-05 Lot 111 B Front 1.203 07-1.3-05 Lot 111 B Front 1204 07-13-05 Lot 112 B Front 1205 07-1.3-05 Lot 112 B Front 1206 07-13-05 Lot 113 B Front 1207 07-13-05 Lot 113 B Front . 1.208 07-13-05 Lot 112 B Back 1209 07-13-05 Lot 112 B Back 1.21.0 07-13-05 I Lot 1118 Back 1211 07-13-05 ' Lot 111 B Back 12121 07-13-05 ` Lot 70 B Back 1213! 07-13-05 I Lot 70 B Back • 1214 07-13-05 Lot 69 B Back 1215! 07-13-05 Lot 69 B Back 1216 107-13-05 977.5 Lot 68 B back 1217. i 07-13-05 Lot 68 B Back 1218 07-14-05 Lot 57 A Front 1219!: 07-14-05 Lot 57 A Center 1220' 07-14-05 Lot 57 A Back 1221'• 07-14-05 Lot 98 B Back 1222. 07-14-05 'Lot 97 8 Back 1223' 07-14-05 Lot 98 B Front 12241 07-14-05 Lot 98 B Front 1225 1 07-14-05 Lot 97 B Front 1:2261 07-14-05 Lot 97 B Front 12271 07-14-05 °Lot 98 B Center 998 105.0 14.2 1.2281 .07-14-05 i Lot 98 B Center 1229 07-14-05 I Lot 97 B Center 12301 07-14-05 'Lot 97 8 Center 1231 07-18-05 Lot 90 B Back 1232 07-18-05 Lot 90 B Back 1233 07-18-05 Lot 89 B Back 1234 07-18-05 Lot 90 B Front 1235 07-18-05 Lot 90 B Front 1236 07-18-05 Lot 916 Front DATE: March 2, 2006 TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density in Place % Moisture in Place Relative Compaction I Maximum I Density 1005 104.5 7.0 95 116.0 1003 103.0, 14.5 94 110.0 1005 109.1 9.4 97 112.0 1002 1.06.3 10.7 95 112.0 987 i 1.02.4 8.6 93 110.0 980 104.5 12.1 95 110.0 977,5 99.5 16.6 90 110.0 979 102.2 17.4 93 110.0, 975 98.8 16.3 90 110.0 977 98.9 15,4 90 110.0 977.5 99.7 12.5 91 1.10.0 979 103.1 i 14.6. 94 110.0 978 104.7 14.3 95 110.0 979.5 99,1 13.3 90 110.0 996.5 99.0 '17.0 90 I 110.0 998.5 98.7 14.1 91 110.0 996 104.0 V.3 95 110.0 998 105.0 14.2 95 110.0 996 1.02.5 11.5 93 110.0' 998 102.9 12,9 94 110.0 PC 108.3 Ji I 10.5 97 112.0 PC 108.6 ! 9.3 I i 97 112.0 PC i 106.7 12.6 95 112.0 975 103.2 17.2 94 110.0 976.5 104.8 11.2 95 i 110.0 975 105.2 14.0 96 i 110.0 977 99.7 1 19.9 891 112.0 976.5 91.0 20.5 I 83* 110.0 978.5 94.3 18.8 86* 110.0 975 104.1- 16.5 �95 i 110.0 976 102.2 15.8 93 110.0 976 101.3 16.7 92 110.0 977 102.9 I 14.8 94 110.0 9785 108.1 13.9 97 112.0 980 102.4 8.9 I 91 112.0 .978 90.1 7.2 80* 112.0 978 103.5 ; 10.6 92 112.0 980 105.2 13.8 94 112.0 977 96.3 f 6.2 - 86* 112.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California • TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. I Date Tested Location Etcvation DryDensity In Place % Moisture In Place Relative Compaction Maximum Density 1237 07-18-05 Lot 92 B Front 977 101.4 8.3 91 912.0 1238 07-18-05 Retest # 1.236 977 103.0 9.9 920" 112.0 1239 07-18-05 Lot 91 B Front 979 104.5 11.4 93 112.0 1240 07-18-05 ; Retest a 1.233 102.2 10.3 91 "" 112.0 1241 07-18-05 ' Lot 89 B Back 980 106.1 12.1 95 11.2.0 1242 07-18-05 Lot 89 B Center 978 103.4 11.0 92 112.0 12431 .07-18-05 Lot 89 B Center 980 103.7 11.5 93 112.0 1244' 07-1.8-05 Lot 90 B Center 978.5 101.9 1.0.1 91 112.0 124511 07-18-05 Lot 90 B Center 980.5 104.5 12.4 93 1110 12461 07-18-05 Lot 91 B Center 977.5 100.9 9.3 90 112.0 1247 07-18-05 Lot 90 B Center 979.5 105.0 13.6 94 112.0 1.2.48 07-18-05 Lot 90 B Front 978.2 1.02.3 8.8 91 112.0 1249 07-18-05 Lot 89'B Front 980.5 1029 10.7 92 112.0 1250 07-18-05 Lot 90 B Back 979 106.6 9.2 95 112.0 1251 I 07-18-05 Lot 90 B Back 981 103.0 10.5 92 112.0 1252 07-19-05 Lot 84 B Front 981.5 1.03.3 8.8 . 92 112,0 12531 07-19-05 Lot 89 B Front 982.5 104.6 9.3 93 112.0 1254 07-19-05 Lot 89 B Back 981.5 I 99.8 16.8 91 110.0 12551 07-19-05 Lot 89 B Back 982.5 1.01.3 11.6 92 110.0 12561 07-19-05 Lot 90 8 Front 981 105.4 7.1 94 112.0 1257 07-19-05 Lot 90 B Front 982 101.4 9.7 92 1'10.0 1258! 07-19-05 Lot 91 13 Back 977 99.3 1 11.2 i 90 110.0 12591 07-19-05 Lot 91 B Back 979 107.2 ! 12.7 96 112,0 1260; 07-1.9-05 Lot 92 B Back 979.5 105.9 � 13.6 95 � 112.0 1261' 07-19-05 I Lot 92 B, Back 981.5 108.0- I 15.3 96 1.12.0 1262 07-19-05 Lot 91 B Front 980 104.4 9.9 93 112.0 1263 07-19-05 Lot 91. B Front 981.5 102.9 8.7 92 112.0 1264 , 07-19-05 Lot 92 B Front 979 106.1 11.5 95 ! 112.0 1265! 07-19-05 Lot 92 B Front 981 101.1 10.8 90 112.0 1266; 07-20-05 Lot 58 A Front PG 104.3 10.1 93 I 112.0 1267 07-20-05 Lot 58 A Center PG 109.8 7.7 98 112.0 1268 07-20-05 Lot 58 A Back PC 106.3 8:5 95 112.0 1269 ' 07-20-05 I Lot 59 A Front PG 103.9 9.2 ! 93 112.0 1270 07-20-05 I Lot 59 A Center PG 106.5 8.6 95 112.0 1271 07-20-05 Lot 59 A Back PC 105.1 9.1 94 112.0 1272 07-20-05 Lot 60 A Front PG 109.1 10.1 97 112.0 1273 07-20-05 Lot 60 A Center PC 108.7 11.3 97 112.0 1274 07-20-05 Lot 60 A Back PG 105.2 8.8 94 112.0 1275 07-20-05 Lot 64. A Back 994 101.9 10.5 91 112.0 1276 07-20-05 Lot 64 A Back 996 103.3 12.4 92 12.0 Sladden Engineering • DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested Location 0 1277 07-20-05 1278 07-20-05 1279 07-20-025 1280 07-20-05 1281 07-20-05 1282 07-20-05 1283 07-20-05 1284 07-20-05 1285 07-20-05 1286 07-20-05 1287! 07-20-05 12881 07-20-05 12891 07-20-05 1290 07-20-05 1291 07-20-05 1292 07-21.-05 1293 07-21-05 1294 07-21-05 12951 07-21.-05 1296 07-21-05 1297 07-21-05 1298 07-21=05 12991 07-21.-05 1300; 07-21=05 13011 07-21-05, 13021 07-21-05 13031 07-21-05 1304; 07-21-05 1305; 07-21.-05 1306' 07-21-05 1307' 07-21-05 1308; 07-21-05 13091 07-21-05 1310 07-21-05 1311 07-21-05 1312 07-21-05 1313 07-21-05 1314 07-21-05 1315 07-21-05 Lot 65 A Back Lot 65 A Back Lot 66 A Back Lot 66 A Back Lot 67 A Back Lot 67 A Back Lot 64 A Back Lot 65 A Back Lot 65 A Back Lot64 a Back Lot 64 A Back Lot 66 A Back Lot -66 A Back Lot 67 A Back Lot 67 A Back Lot 89 B Front Lot 89 B Front Lot 89 8 Back Lot 89 B Back Lot 90 B Front Lot 90 B Front Lot 90 B Back Lot 90 B Back Lot 91 B Front Lot 91 B Front Lot 91 B Back Lot 91 B Back Lot 92 8 'Front Lot 92 B Front Lot 92 B Back Lot 92 B Back Lot 93 B Front Lot 93 B Front Lot 93 B Back Lot 93 B Back Lot 93 B Front Lot 93 B Front Lot 93 B Back Lot 93 B Back. 994.5 996 995.5 996.5 995 996.5 997.5 998 1000 999 1001 998 1000 998 1.000 984.5 986.5 984 986 984 985.5 983 985 984 986 981 983 983 984.5 983 984.5 980 981.5 980 981.5 982.5 984 983 984 PROJECT NO: 522-4810 REPORT NO: 06-02-120 Dry Density I % Moisture Relative 1n Place I in Plac I Comnacti( 107.2 104.3 101.8 105.0 106.9 103.3 100.9 103.8 100.4 101.6 104.7 108.1 109.0 105.8 1.01..5 103.1 99.2 105.3 102.8 106.6 100.3 104.7 101.8 105.1 105.3 103.1 107.2, 104.6 101.0 107.8 104.4 1.05.1. 108.3 103.3 104.0 104.3 103.4 100.8 102.4 9.1 13.4 11.3 12.0 8.5 10.2 14.0 11.2 14,3 15.1 13.6 12.9 14.5 13.2 9.8 9.8 1.4.8 11,9 13.0 9,8 15.7 12.5 12.7 13.5 11.6 9.9 14.0 13.4 12.1 17.5 12,8 9.4 8.5 10.1 11.3 9.1 13.0 15.5 10.8 96 93 91 94 95 92 90 93 90 91 93 97 97 94 91 92 90 .94 92 95 91 93 91 94 94 92 96 93 90 96 93 94 97 92 93 93 92 90 91 Maximum .11.2.0 112.0 112.0 112,0 112.0 112,0 112.0 1.12.0 112.0 112.0 112.0 11.2.0 112.0 112.0 112.0 112.0 110.0 112.0 112.0 112.0 110.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0' 1.12.0 112.0 112.0 112,0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 DATE: March 2, 2006 Sladden Engineering 0 PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested Location TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation I Dry Density I % Moisture I Relative'Maximum. In Place In Place Comnaction I Density 13161 .07-22-05 Lot 71 A Front PG 102.9 11.8 93 110.0 1317 -07-22-05 Lot 71 A Center PG 104.5 11.9 95. 110.0 13181 -07-22-05 - Lot 71 A Back PG 102.2 8.7 93 110.0 1319 07-22-05 Lot 70 A Front PC 101.4 9.1 91 112.0 1320 07-22-05 Lot 70 A Center PG 104.4 9.6 93 112.0 1321 .07-22-05 Lot 70 A Back PC 106.9 10.1 95 1 112.0 1322 07-22-05 Lot 69 A Front PC 105.5 14.1 94 112.0 1323 07-22-05 Lot 69 A Center PG 99.7 15.2 91 110.0 13241 07-22-05 Lot 69 A Back PCS 102.7 13.5 93. 1.10.0 1325; 07-22-05 Lot 68 A Front PG 104.6 8.2 93 112.0 '1326 07-22-05 Lot 68 A Center PG 108.9 10.1 97 112.0 1327 07-22-05 Lot 68 A Back PC 107,6 9.5 96 112.0 1328 07-22-05 Lot 67 A Front PC 101.6 12.5 J 91 112.0 1329 07-22-05 Lot 67 A Center PG 102.1 8.4 I 91 11.2.0 1330 07-22-05 Lot 67 A Back PG 1.06.6 7.5 95 112.0 1331, 07-22-05 Lot 66 A Front PC 105.4 10.3 94 112.0 1332 1 07-22-05 Lot 66 A Center PG 106.6 1.1..8 95 112.0 1333 07-22-05 Lot 66 A Back PC 107.2 8.3 96 112.0 1334 07-22-05 Lot 65 A Front PG 1.08.5 10.6 I 97 11.2.0 1335 i 07-22-05 Lot 65 A Center PC 104.1 9.5 93 112.0 1336 1 07-22-05 Lot 65 A Back PC 101.8 I 7.7 91 112.0 13371 07-22-05 Lot 64 A Front PG 105. 13.5 94 112.0 13381,07-22-05 I Lot 64 A Center PC 107.5 11.0 96 112.0 13391 07-22-05 Lot 64 A Back PC, ' 106.4 9.6 95 112.0 1340 ` 07-22-05 Lot 63 A Front PC 107.69.2 96 112.0 13411 07-22-05 I LOT 63 A Center PC 106.3 9.4 95 I 112.0 1342:' 07-22-05 j Lot 63 A Back PG 1.03.2 10.1 92 112.0 13431 07-22-05 I Lot 62 A Front PC '109.1 7.8 i 97 112.0 1344 07-22-05 Lot 62 A Center PC 107.3 8.8 96 1.12.0 1345 07-22=05 Lot 62 A Back PC 108.6 9.2 93 112.0 7346 07-22-052 Lot 61 A Front PG 1.04.5 11.5 93 112.0 1347! 67-22-05 Lot 61 A Center PG 1 109.3 10.4 98 12.0 13481 07-22-05 Lot 61. A Back PG ! 109.2 11.6 98 112.0 1349 07-25-05 Retest 91224 103.3 16.7 92** 112.0 1350 07-25-05 Lot 98 B Front 979 105.1 14.5 94 112.0 1351 07-25=05 Lot 98 B Back 977 101.6 17.0 91 112.0 1352 07-25.05 1 Lot 98 B Back 979 104.4 15.1 93 112.0 1353 07-25-05 Retest # 1225 102.2 16.0 91** 112.0 135.4 07-25-05 Retest # 1226 101.8 13.6 91** 112.0 • 1355 07-25-05 Lot 97 B Back 978.5 - 105.3 13.9 , 94 112.0 ' - DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California • O: PROJECT N 522-4810 REPORT NO: 06-02-120 Test No. Date Tested I Location Elevation Dry Density In Place % Moisture In Place Relative Com action Maximum Density 1356 07-25-05 Lot 97 B Back 980.5 103.4 14.7 92 112.0 1357 07-25-05 Lot 9813 Front 981 106.6 12.9 95 112.0 1358 07-25-05 Lot 98 B Front 983 103.5 12.4 92 112.0 1359 07-25-05 Lot 98 B Back 981 1 1.02.1 1.3.6 91 _ 112.0 1360 07-25-05 Lot 98 B Back 983 102.9 17.0 92 112.0 1361 07-25-05 Lot 97 B Front 980.5 100.9 15.5 90 112.0 1.362 07-25-05 Lot 97 B Front 987.5 105.0 11.6 94 1.1.2.0 1363 07-25-05 Lot 97 B Back 981.5 106.6 13.3 95 112.0 1.364 07-25-05 Lot 97 B Back 983 104.8 11.2 94 112.0 1365 07-26-05 Lot 114 B. Front 977.5 105.1 8.3 94 112.0 1366 07-26-05 Lot 114 B. Front 979.5 103.7 17.5 93 112,0 1367 07-26-05 Lot 11.4 B Back 977.5 102.5 8.9 92 112.0 1368 07-26-05 Lot 114 B Back 979.5 101.1 14.5 90 112.0 1369 07-26-05 Lot 115 B Front 977 106.0 '9.6 95 112.1 1370 07-26-05 Lot 11513 Front 978.5 105.1 12.4 94, 112.0 1371 07-26-05 Lot 115B Back 977 100.8 10.0 90 112.0 1372 07-26-05. Lot 115 B Back 978.5 107;1 17.2 96 112.0 1373 07-26-05 Lot 1.1.6 8 Front 975.5 103.8 10.3 93 112.0 13741 07-26-05 Lot 116 B Front 977 103.6 11.2 93 112.0 1375 07-26-05 Lot 1.1:613 Back 975.5 105.3 151 94 i 1.12.0 13761 07-26-05 Lot 116 B Back 977 I 104.0 16.9 93 112.0 1377 07-26-05 I Lot 114 B Front 98:1. 1.03.1 .1.0.0 92 112.0 1378 07-26-05 Lot 11411 Back 981 I 106.3 11.4 95 1110 13791 07-26-05 Lot 115 B Front 980.5 107.0 16.8 96 ; 112.0 13801 07-26-05 Lot 115 B Back 980 10.6.7 17.1 95 I 1.1.2.0 1 13811 07-27-05 Lot 39 B Front 984.5 101.4 9.3 91 112.0 13,92107-27-05 I Lot 39 B Front 986.5 105.0 10.8 .94 112.0 1383 07-27-05 Lot 38 B Front 984 1.06.8 1.2.5 95 112.0 13841 07-27-05 Lot 38 B Front 986 104.3 11.1 93 112.0 1385 07-27-05 Lot 37 B Front 984.5 103.1 8.8 92 112.0 1386 07-27-05 Lot 37 B Front 986.5 103.9 10.4 93 112.0 1387 07-27-05 Lot 39 B Front 988.5 107.5 11.3 96 i 112.0 ' 1388 07-27-05 Lot 39 B Front 990.5 105.6 13.3 94 112.0 1389 07-27-05 Lot 38 B Front 788 101.8 14.8 91. 112.0 1390 07-27-05 Lot 38 B Front 989.5 100.9 12.2 90 112.0 1391 07-27-05 Lot 37 B Front 988.5 108.1 1.3.5 97 1 112.0 1392 07-27-05 Lot 37 B Front 990 106.3 12.6 95 112.0 1393 07-27-05 Lot 39 B Back 984.5 Lot 39 B Back 986 103.9 103.2 '14.4 12.0 93 112,0 92 112.0 1394 07-27-05 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California • TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum In Place I In Place I. Comnaction I Density 1395 07-27-05 Lot 38 B Back 1396 07-27-05 Lot 38 B Back 1397 07-27-05 Lot 37 B Back 1398 07-27-05 Lot 37 B Back 1399 07-27-05 Lot 39 B Back 14001 07-27-05 Lot 39 B Back 14011 07-27-05 Lot 38 B Back 1402! 07-27-05 Lot 38 B Back 1421 j 07-29-05 ' Lot 39 B Front 14031 07-27-05 Lot 37 B Back 1404 i 07-27-05 Lot 37 B Back 1405 07-28-05 Lot 39 B Back 1406'. 07-28-05 i Lot 39 B Back 1407; 07-28-05 ; Lot 38 B Back 1408. 07-28-05 Lot 38 B Back 14091 07-28-05 Lot 37 B Back 1.41.0 07-28-05 Lot 37 B Back 1411 07-28-05 Lot 39 B Front 14121 07-28-05 I Lot 39 B Front 1.413 i 07-28-05 Lot 38 B Front 14341 07-28-05 Lot 38 B Front 1415; 07-28-05 Lot 37 B Front 986.5 101.0 988 14161 i 07-28-05 Lot 3713 Front 1417! 07-29-05 Lot 37 B Front 14181 07-29-05 I Lot 37 B Back 14191 07-29-05 l Lot 38 B Front 1420; 07-29-05 I Lot 38 B Back 1421 j 07-29-05 ' Lot 39 B Front 14221 07-29-05 1 Lot 39 B Back 992.5 108.6 991.5 1423 07-29-05 i Lot 98 B Front 1424 07-29-05 I Lot 98 B Front 1425 07-29-05 Lot 98 B Back 1426 07-29-05 Lot 98 B Back 1.4.27 07-29-05 Lot 97 B Front 1428 07-29-05 Lot 97 B Front 1.429 07-29-05 Lot 97 B Back 1430 07-29-05 Lot 97 B Back 1.431. 07-29-05 Lot 8813 .Front 1432 Al 29-05 L t 88 B B 'k 984 107.0 986 104.5 984.5 102.9 986.5 101.0 988 108.0 989.5 105.1 988 102.0 989.5 105.7 988.5 101.5 990 I 106.0 991.5 ! 1.08.4 992.5 103.7 -991 109.6 992.5 103.7 991 104.2 992.5 108.6 991.5 102.5 992.5 101.0 991 102.9 992.5 105.8 991 107.3 992.5 i 108.5 993.5 99.9 993.5 105.2 993.5 99.7 993.5 I 1.0:1.5 994 1.03.3 994 100.1 985 93.1 986 92.4 985 102.8 986 104.4 984 106.3 985.5 105.8 984.5 104.0 985.5 101.6 976 107.6 975 5 104 9 9.9 10.7 15.1 11.0 12.2 15.1 9.6 13.2 11.3 8.7 14.1 10.7 12.4 12.6 16.7 12.9 12.4 17.6 12.1 10.7 16.6 15.1 15.6 I 10.8 10.8 11.2 16.3 i 11.2 7.1- 6.6- 10.9 .1•6.6"10.9 1 13.6 14.1 12.9 11.8 •10.7 14.5 123 96 112.0 93 11.2,0 92 112.0 90 112.0 96 ; 112.0 94 I 11.2.0 91 112.0 94• 1.12.0 91 112.0 95 112.0 97 112.0 92, 1.12.0 98 1 112.0 93 j 112.0 93 I 112.0 97 112.0 92 112.0 90 112.0 92 112.0 94 112,0 96 112.0 97 112.0 91 110.0 94 I 112.0 91 110.0 91 112.0 92 112.0 91 110.0 85" ; 11.0.0 84" I 110.0 93 ' 110.0 95 110.0 95 112.0 94 112.0 93 112.0 91 112.0 96 112.0 • - o a� 94 112.0 I DATE: March 2, 2006 Sladden Engineering TEST RESULTS • 'PROJECT NAME: Madison Club'" PROJECT NO: 5224810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Tcst No.I Date Tcstcd Location Elevation Dry Density % Moisture Relative I Maximum In Place In Place Comoaction Demsity 979 1433 08-01-05 978.5 Lot 52 B Front 9.7 1434 08-01-05 I Lot 52 B Back 105.9 1435 08-01-05 106.6 Lot 53 B Front 977 1436 08-01-05 977.5 Lot 53 8 Back i 9.8 1437 08-01-05 13.2 Lot 54 B Front 107.3 1438 08-01-05 104.4 Lot 5411 Back 976.5 1439 08-01-05 977 Lot 55 B Front 12.1 '1440 08-01-05 17.2 Lot 55 5 Back 102.0 1441 08-01-05 99.7 Lot 56 B Front 961..0 1.4.4.2 08-01.-05 963.0 Lot 56 B Back 20.9 1443;1 08-01-05 191 Lot 57 B Front 102.9 14441 i 08-01-05 102.3 Lot 57 B Back 967.0 1A 1 08.01-05 969.0 Club House 17.0 2A i 08 -DI -05 16.4 Club House •3A 18.7 08-01-05 102.7 Club House 973.0 4A 08-01-05 I Club House 16.6 5A 08-01-05 i Club House 104.3 6A 08-01-05 IOU Club Horse • 7A j 08-01-05 I Club House j 8:8 8A i 08-01-05 i Club House 981.5 9A I 08-01-05 ! Club House '108.1 I 10A 08-02-05 I Club House 980 11A 08-02-05 981.5 Club House' 12.5 12A 08-02-05 Club House 13A 08-02-05 Club House 14A 08-02-05 1 Club House 1445 08-02-05 Per Plan 1446! 08-02-05 Per Plan 1447' 08-02-05 Per Plan 14481 08-02-05 Per Plan 1449 j 08-02-05 Per Plan 1.4501 08-02-05 I Per Plan 14511 08-02-05 Per Plan 1452, 08-02-05 Per Plan 14531 08-02-05 Per Plan 1454 08-02-05 Per Plan •1455 1456 08-02-05 08-02-05 I Per Plan " Per Plan DATE: March 2, 2006 979 104.1 11.9 978.5 102.4 9.7 978 101.8 12.5 978:5 105.9 10.6 977.5 106.6 12.3 977 101.0 1.4.9 977.5 103.4 i 9.8 977.5 103.8 13.2 977 107.3 13.9 976.5 104.4 11.0 976.5 I101.3 8.9 977 102.7 12.1 966.0 99.3 17.2 968.0 102.0 18.7 966.0 99.7 19.2 961..0 100.9 i 19.9 963.0 1.03.5 20.9 967.0 100.1 191 969.0 102.9 14.9 965.0 102.3 17.5 967.0 98.6 i" 12.7 969.0 I 104.0 17.0 971.0 1001 16.4 970.0 101.2 18.7 971.0 102.7 19.4 973.0 102.4 20.5 979.5 100.8 16.6 980.5 101.9 10.8 979.5 104.3 11.9 981, IOU 9.4 978.5 102.7 12.5 979.5 '100.9 j 8:8 979.5 104.8 10.2 981.5 104.6 10.9 980 '108.1 13.3 981.5 105.4 11.6 980 1063 11.0 981.5 103.9 12.5 93 112.0 91 112.0 91 i 112.0 95 112.0 95 1.1:2.0 90 112.0 92 112.0 93 112.0 96 112.0 96 112.0 90 112.0 92 11.2.0 90 `` 1.10.0. 94 E '1'10.0 91 110.0 92 110.0 95 110.0 91 110.0 94 11.0.0 93 110.0 90, 110.0 95 110.0 91 110.0 92 I 110.0 94 110.0 93 110.0 I 92 I 110.0 93 110.0 95 -1.10,0 92 I 110.0 92 '112.0 92 110.0 94: i 112.0 93 112.0 97 112.0 94 1 112.0 , 95 I 112.0 93 112.0 Sladden Engineering TEST RESULTS • PROJECT NAME: Madison Club LOCATION: La Quinta, California PROJECT NO: 522-4810 REPORT NO: 06-02-120 'lest No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative Compaction Maximum I Density 1457 08-03-05 Lot 89 B Front 988.5 105.1 13.3 94 1.1.2.0 1458 I 08-03-05 Lot 89 B Front' 990.5 104.2 11.6 93 112.0 1459 • 08-03-05 Lot 89 B Back 988. j 107.9 9.9 96 112.0 1460 i 08-03-05 Lot 89 B Back 99a 1 103.8 12.0 .93 112.0 1.461 1, 08-03-05 i Lot 90 B Front 978.5 106.6 10.5 95 112.0 14621 08-03-05 Lot 90 B Front 989.5 106.1 11.3 95 112.0 14631 08-03-05 I Lot 90 B Back 987 102.5 14.5 92 112.0' 1464 08-03-05 Lot 90 B Back 989 102.8 .13.4 92 112,0 1465 08-03-05 Lot 91 B Front 988 108.1 10.7 97 112.0 1466 08-03-05 Lot 91 B Back 985 105.3 - 13.8 94 112.0 1467 08-03-05 Lot 91 B Back 987 101.6 1.0.0 91 112.0 1468 08-03-05 Lot 92 B Front 986.5 103.7 9.2 93 112.0 1469 08-03-05 Lot 92 B Back 986.5 103.5. 1.2.4 92 112.0 1470 08-03-05 Lot 9313 Front 985.5 107.8 11.0 96 112.0 1471 08-03-05 Lot 9313 Back 985 104.4' 14.1 93 112.0 A 08-03-05 Lot 60 Front 975 102.4 1.6.0 93, 110.0 B I 08-03-05 I Lot 60 Back 975 101.1 10.1. 92 110.0 C 08-03-05 I i Lot 59 Back 975 103.7 19.3 95 110.0 D 08-03-05 Lot 59 Front 975 100.2 10.2 91 110.0 E 08-03-05 Lot 58 Front 976 103.1 I 15.9 94 110.0 F I 08-03-05 ; Lot 58 Back 976 101.8 17.5 93 110.0 1472 I ; 08-04-05 Lot 94 B Front 980 1.01.8 10.9 91 1 112.0 1473. 08-04-05 Lot 94 B Back 979.5 103.3 13.5 ± 92 112.0 1474 i 08-04-05 Lot 95 A Front 979 1.07.5 11.0 i 96 I I 112.0 147.51 08-04-05 I Lot 95 B Back 797 104.4 8.8 I 93 1.1.2.0 14761 08-04-05 I Lot 46 B Front 978 102.9 12.6 92 112.0 1477 08-04-05 Lot 46 B Back 978.5 i 105.1 11.7 94 112.0 1478 08-04-05 Lot 94 B Front .982 I 108.2 '14.1 I 97 112.0 1479 08-04-05 Lot 94 B Front 983,5 106.1 12.5 95 112.0 1480 08-04-05 Lot 95 B Front 981 ' 104.5 10.8 93 112.0 1481 08-04-05 Lot 95 B Front 983 102.4 13.0 91 1.1.2.0 1482 08-04-05 Lot 96 8 Front 980 103.9 11.4 93 112.0 1483 08-04-05 Lot 96 B Front 982 105.5 14.5 94 112.0 1484 08-04-05 Lot 94 B Back 981.5. 101.2 9.6' 90 11.2.0 1485 08-04-05 j Lot 94 B Back 983.5 103.1 10.3 92 112.0 1486 08-04-05.1 Lot 95 B Back 981 107.4 13.2 96 112,0 1487 08-04-05 I Lot 95 8 Back 983 104.6 11.4 93 112.0 1488 08-04-05 Lot 96 B Back 980.5 104.8 10.2 94 112.0 7489 08-O4-05 Lot 96 B Back 982 .101.6 12,7 91 112.0 Retest 9 1423 101.3 8.6 90" 112.0 •1490 08-04-05 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: is Quinta, California Test No. I Date Tested I Location TEST RESULTS PROJECT NO: 5224810 REPORT NO: 06-02-120 ElevationI Dry Density. % Moisture Io Relative i Maximum In Place In Place Comaotion Densitv 1491 08-04-05 Retest # 1424 103.5 9.0 92** 112.0 1.492 08-04-05 Lot 98 B Back 986 104.4 8.5 93 112.0 1493 08-04-05 Lot 97 B Front 987.5 102.0 11.3 94 112.0 . 1494 08-04-05 Lot 97 B Back 987.5 105.1. 10.5 94 112.0 1495 08-04-05 Lot 96 B Front 984 103.3 .13.9 93 112.0 1496 08-04-05 Lot 96 B Back 984 107.6 12.7 96 112.0 1497 08-05-05 'Lot 89 B Front PG 108.3 10.4 97 112.0 1498 08-05-05 Lot 89 B Center PC 1.05.5 1.1..6 94 I .112.0 1499 08-05-05 Lot 89 B Back PG 108.4 10.9 97 112.0 1500 08-05-05 Lot 90 B Front PC 103.8 1.3.8 93 ! 112.0 1501 08-05-05 Lot 90 B Back PG 105.9 12.1 95 112.0 1502 08-05-05 Lot 90 B Center PC 102.6 129 92 i 112.0 1503 08-05-05 Contour Between 981 104.7 14.8 i 93 I 1.12.0 1504 08-05-05 Meriwcther & 981.5 102.0 13.2 I 91 112.0 1505 08-05-05 Humboldt 981 I 108.9 15.3 97 112.0 1506 08-05-05 Per Plan 982 106.1 12.8 95 1.1.2.0 1.507 08-05-05 Per Plan 980.5 103.6 10.7 93 112,0 1508 08-05-05 Per Plan 980.5 105.5 15.5, 94 112.0 1509 08-05-05 Per Plan 981 109.1 13.3 97 112.0 1510 08-05-05 Per Plan 982 1.06.4 11.8 95 112.0 1511 08-05-05 Per Plan 981,5 .104.5 12.5 93 112.0 1B 08-05-05 Club House 975.0 1.01..8 17.8. 93 110.0 2B 08-05-05 Club House 975.0 100.1 8.9 91 110.0 3B 08-05-05 Club House 975.0 1.04.0 15.8 96 110.0. 4B 08-05-05 Club House 975.0 108.8 9.4 99 110.0 5B I 08-05-05 Club House 975.0 99:2 10.1 90 110.0 6B 08-05-05 Club House 972.0 107.6 9.5 98 110.0 7B 08-05-05 Club House 974.0 100.4 9.7 91 110.0 8B 08-05-05 Club House 975.0 102.5 12.4 94 110.0 913 08-05-05 Club House 977.0, 101.3 10.9 92 1.1.0.0 10B 08-05-05 Club House 977.0 105.2 8.9 95 110.0 11B -OS-05-05 Club House .4.79.0 1.00.3 13.1 91 1.1.0.0. 126 08-05-05 Club House 975.0 103.2 10.8 •94 110.0 13B 08-05-05 Club House 977.0 101.4 10.1 92 110.0 14B i 08-05-05 Club House 975.0 108.2 15.9 98 110.0. 15B 08-05-05 Club House 977.0 106.8 18.1 97 110.0 1.613 08-05-05 Club House 977.0 105.6 16.2 96 110.0 17B i 08-05-05 Club House 977.0 101.0 13.9 92 110.0 18B I 08-05-05 Club House 977.0 104.4 19.2 95 I' 110.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Tcst No. I Datc Tcxtcd I Location TEST RESULT'S PROTECT NO: 5224810 REPORT NO: 06-02-120 Elevation DryDensity % MOLsturc Relative Maximum In Placc in Place Comvaction Densitv Va#en Engineering 198 08-05-05 Club House 977.0 105.6 10.2 95 110.0 20B 08-05-05 Club House 977.0 106,3 12.8 96 110.0 15121 08-08-05 Lot 91 B Front PC 108.3 9.0 97 112.0 15131 08-08-05 Lot 91 13 Center PC 105.1 11.4 94 112.0 1,514 08-08-05 Lot 91 B Back PG '106.5 10.7 95 112,0 1515 08-08-05 Lot 92 B Front PC 103.8 12.6 93 112.0 1.516 08-08-05 Lot 92 8 Center PC 102.9 1.1.1 92 112.0 1517 08-08-05 Lot 92 B Back PG 104.7 13.3 93 1.1.2.0 1518 08-08-05 Lot 93 B Front PC 101.3 9.9 90 112.0 1519 08-08-05 Lot 93 B Center PC 107.2 11.7 96 112.0 1520 08-08105 I Lot 93 B Back PC 104,4 13.8 93 112,0 1521 08-08-05 'Lot 9413 Pront PC I 108.5 10.7 97 I 112.0 1522 08-08-05 Lot 94 B.Center PC 1.05.6 8.8 94 112.0 1523; 08-08-05 Lot 94 B Back PG 1.03.0 12.4 92 112,0 15241 08-08-05 Lot 95 13 Front PC 103.9 10.0 93 112.0 • 1525 08-08-05 Lot 95 B Center PG 107.2 8.3 96 112,0 1526 08-08-05 Lot 95 B Back PC 104.6 11..5 93 112.0 1527 08-08-05 Lot 88 8 Front 997.5 102.2 9.6 91 1.12.0 1528 08-08-5 Lot 88 B Back 977,5 1 104.0 8.1 93 112.0 15291 08-08-05 Lot 88 8 Front 979.5 I 101.6 12.7 91 1 112.0 15301 08-08-05 i Lot 88 B Back 979:5 105.0 9.0 94 11.2.0 1531 1.531 08-08-05 i Lot 88 B Front 981 103.6 1.3.2 93 I 112.0 15321 08-08-05 1 Lot 88 B.Back 981 103.8 f 12.1 93 112.0 1C 1 I 08-08-05 Club House 979.0 106.4 1 15.7 96 110.0 2C j 08-08-05 Club House 981.0 106.2 10.2 96 110.0 3C ` 08-08-05 Club House 979.0 104.5 12.4 95 110.0 4C i 08-08-05 Club House 981.0 105.3 11.2 1 95 11.0.0 5C i 08-08-05 Club House 979.0 i 103.8 12.3 95 I 110.0 6C I 08-08-05 1 Club House 981,0 ! 1.02.1 9.8 93 110,0 7C 08-08-05 i Club House 979.0 104.9 12.2 95 i 110.0 8C 08-08-05 Club House 981.0. '107.3 1.3.4 97 �. 110.0 9C 08.08-05 1 Club House 979.0 104.1 13.9 95 11.0,0 10C 08-08-05 I Club House 981.0 105.9 12.6 96 110.0 11C' 08-08-05 I Club House 979.0 108.0 15.8 98 I 110.0 12C 08-08-05 i Club House 981.0 101.2 16.2 92 110.0 1533 08-09-05 Lot 12 B Back 975.5 100.8 22.4* 85* 119.0 • 1534 1535 08-09-05 08-09-05 Lot 12 B Back Lot 63 B Back 976.5 975 101.3 1.01..2 18.5* 12.7 85* 90 119.0 7.1.2.0 DATE:, March 2, 2006 Va#en Engineering TEST RESULTS • PROJECT NAME: Madison Club PROJECT NO: 52248 LOCATION- La Quinta, California REPORT NO: 06-02-120 c: • DATE: March 2, 2006 Tcst No. I Date Tested I Location Elevation Dry Density I % Moisture Relsitivc Maximum In Place 1n Place Compaction Density 1536 08-09-05 Lot 63 B Back 976 1.03.6 17.8- 93 112.0 1537 08-09-05 , Lot 64 B Back 974.5 106.4 19.4* 90 112.0 1538 08-09-05 Lot 64 B Back 975.5 102.3. 20.2* 86* 1.1.9.0 1539 08-09-05 Lot 65 B Back 975 97.1 14.3 87* 112.0 1540 08-09-05 Lot 65 B Back 976 95.6 13.1 85* 112.0 1541 08-09-05 Lot 66 B Back 976 99.5 20.1* 89* 112.0 1542 08-09-05 Lot 66 13 Back 977 103.4 18.2* i 92 112.0 1D 08-09-05 Club House 983.0 103.6 13.8 95 110.0 2D 08-09-05 Club House 985.0 100.1 10.3 91 110.0 3D 08-09-05 Club House 983.0 105.4 14.7 95 110.0 4D 08-09-05 Club House 985.0 101..5 15.3 93 110.0 5D 08-09-05 Club House 983.0 102.5 14.5 94 110.0 6D 08-09-05 Club House 985.0 100.7 12:4 92 1.10.0 7D 08-09-05 Club House 983.0 108.1. 13.6 98 11.0.0 8D 08-09-05 Club House 985.0 103.4 10.5 94 110.0 9D 08-09-05 Club House 983.0 103.8. 1.79 95 110.0 10D ; 08-09-05 Club Flouse 985.0 101.7 18.6 93 110.0 11D i 08-09-05 Club House 983.6 107.2 16.8 97 i 110.0 12D ; 08-09-05 Club House 985.0 105.1 15.2 95 110.0 1543 09-10-05 Lot 62 B Front 975.5 109.4 16.5 92 119.0 1544 i 08-10-05 1 Lot 62 B Front 9763.5 108.3 13.7 91 119.0 1545, 08-10-05 Lot 63 E3 .Front 976.5 104.5 11.0 93 112.0 1546 08-10-05 Lot 64 B Front 978 1.06.6 14.8 95 71.2.0 1547 08-10-05 Lot 65 B.Front 975 103.9 16.2 93 112.0 1548 08-10-05 Lot 66 B Front 977 1.05.5 15.3 94 112.0 1549; 08-10-05 1 Lot 67 B Front 973 104.1 1 13.0 93 112.0 1550i 08-10-05 ! Retest a 1.533 &1534 '104.5 { 14.8 i 93** ! 112 1551 08-10-05 Lot 63 B Back 976 I 101.3 17.1 90 112.0 1552 08-10-05 Lot 64 B Back 974.5 103.4 1.6.0 I 92 ` 112.0 1553 08-10-05 ` Retest a 1538 105.3 15.6 94 112.0 1554 08-10-05 Retest # 1539 & 1.540 975 103.1 14.0 92** 11.2.0 1555 08-10-05 Retest N 1541 976 104.7 16.3 93** 112.0 1556 08-10-05 Lot 67 B Back 972 100.8 11.4 90 112.0 A 08-10-05 Lot 47 983 104.1 13.9 95 110.0 B 08-10-05 Lot 47 985 102.9 12.7 94 110.0 C 08-10-05 Lot 48 983 105.2 14.6 94 110.0 D 08-10-0 Sladden Engineering 5 Lot 48 985 101.4 113.4 92 110.0 • DATE: March 2, 2006 Tcst No. I Date Tested I Location Elevation Dry Density I % Moisture Relsitivc Maximum In Place 1n Place Compaction Density 1536 08-09-05 Lot 63 B Back 976 1.03.6 17.8- 93 112.0 1537 08-09-05 , Lot 64 B Back 974.5 106.4 19.4* 90 112.0 1538 08-09-05 Lot 64 B Back 975.5 102.3. 20.2* 86* 1.1.9.0 1539 08-09-05 Lot 65 B Back 975 97.1 14.3 87* 112.0 1540 08-09-05 Lot 65 B Back 976 95.6 13.1 85* 112.0 1541 08-09-05 Lot 66 B Back 976 99.5 20.1* 89* 112.0 1542 08-09-05 Lot 66 13 Back 977 103.4 18.2* i 92 112.0 1D 08-09-05 Club House 983.0 103.6 13.8 95 110.0 2D 08-09-05 Club House 985.0 100.1 10.3 91 110.0 3D 08-09-05 Club House 983.0 105.4 14.7 95 110.0 4D 08-09-05 Club House 985.0 101..5 15.3 93 110.0 5D 08-09-05 Club House 983.0 102.5 14.5 94 110.0 6D 08-09-05 Club House 985.0 100.7 12:4 92 1.10.0 7D 08-09-05 Club House 983.0 108.1. 13.6 98 11.0.0 8D 08-09-05 Club House 985.0 103.4 10.5 94 110.0 9D 08-09-05 Club House 983.0 103.8. 1.79 95 110.0 10D ; 08-09-05 Club Flouse 985.0 101.7 18.6 93 110.0 11D i 08-09-05 Club House 983.6 107.2 16.8 97 i 110.0 12D ; 08-09-05 Club House 985.0 105.1 15.2 95 110.0 1543 09-10-05 Lot 62 B Front 975.5 109.4 16.5 92 119.0 1544 i 08-10-05 1 Lot 62 B Front 9763.5 108.3 13.7 91 119.0 1545, 08-10-05 Lot 63 E3 .Front 976.5 104.5 11.0 93 112.0 1546 08-10-05 Lot 64 B Front 978 1.06.6 14.8 95 71.2.0 1547 08-10-05 Lot 65 B.Front 975 103.9 16.2 93 112.0 1548 08-10-05 Lot 66 B Front 977 1.05.5 15.3 94 112.0 1549; 08-10-05 1 Lot 67 B Front 973 104.1 1 13.0 93 112.0 1550i 08-10-05 ! Retest a 1.533 &1534 '104.5 { 14.8 i 93** ! 112 1551 08-10-05 Lot 63 B Back 976 I 101.3 17.1 90 112.0 1552 08-10-05 Lot 64 B Back 974.5 103.4 1.6.0 I 92 ` 112.0 1553 08-10-05 ` Retest a 1538 105.3 15.6 94 112.0 1554 08-10-05 Retest # 1539 & 1.540 975 103.1 14.0 92** 11.2.0 1555 08-10-05 Retest N 1541 976 104.7 16.3 93** 112.0 1556 08-10-05 Lot 67 B Back 972 100.8 11.4 90 112.0 A 08-10-05 Lot 47 983 104.1 13.9 95 110.0 B 08-10-05 Lot 47 985 102.9 12.7 94 110.0 C 08-10-05 Lot 48 983 105.2 14.6 94 110.0 D 08-10-0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location 1E 08-10-05 Club House 2E 08-10-05 Club House 3E 08-10-05 I Club House 4E ; 08-10-05 '. Club House 5E 08-10-05 Club House 6E 08-10-05 Club House 7E 08-10-05 Club House 8E 08-10-05 Club House 9F 08-10-05 Club House 10E 08-10-05 Club House 11 E 08-10-05 Club House 12E 08-10-05 Club House 1557 08-11-05 Lot 88 B Front 1558 08-11-05 I Lot 88 B Back •1559 08-11-05 -Lot 8813 Front 15601 08-11-05 Lot 88 B Back 982.5 103.9 i 10.6 93 1561! 08-11-05 i Lot 96 B Front 15621 08-11-05 Lot 96 8 Center 15631 08-11-05 Lot 96 B Back 1564:08-11-05 i Lot 97 B Front. 1565. 08-11-05 Lot 97 B Back 1.5661 08-1.1-05 Lot 97 B Center 15671 08-11-05 Lot 98 B Front 1568 08-11-05 Lot 98 B Center 1569 08-11-05 Lot 98 8 Back. 1570, 08-11-05 Lot 68 B Front 15711 08-11-05 Lot 68 B Back 15721 08-11-05 I..ot 69 B Front 1573 08-11-05 Lot 69 B Back A 08-11-05 Lot 47 B Back B 08-11-05 ' Lot 47 B Back C 08-11-05 j Lot 48 B Back D 08-11-05 Lot 48 B Back IF I 08-11-05 Club house 2F 08-11-05 Club House 3F 08-11-05 Club House 4F 08-11-05 Club House ! 18.5 i 85* 08-11-05 Club House •5F 6F 08-1'1-05 Club House DATE: March 2, 2006 TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density % Moisture RelativeI Maximum In Plaec In Place Comnaetien Densitv 987.0 1.01.9 14.8 93 110.0 989.0 104.8 13.9 95 110.0 987.0 1.00.2 i 18.1. 91 110.0 989.0 100.3 14.4 91 11.0.0 987.0 104.0 16.1 95 110.0 989.0 101.4 13.2- 94. 110.0 987.0 102.9 17.8 94 . 110.0 989.0 1002 1.6.5 91 110.0 987.0 101.8 18.2 93 I 110, 989.0 104.2 11.7 95 110.0 987.0 103.1 15.1 94 110.0 989.0 102.4 15.7 I 93 110.0 982.5 103.9 i 10.6 93 112.0 '983 101.6 11.5 91. 112.0 984 105.8 9.6 94 112.0 984.5 107.7 9.2 96 112.0 . PC 106.0 8.8 95 1.12.0 PC 104.4 12.4 93 i 112.0 PG 1.08.1 9.2 97 112.0 PC 102.3 10.6 91 I 112.0. PC 105.1 13.0 94 112.0 PC I 107.4 11.8 96 1.12.0 PC 108.8 9.0 1 97 112.0 PC 105.3 13.1 94 112.0 PC i 104.7 I 10.4 1 93 112.0 971 93.5 17.1 83" 112.0 970.5 94.3 1.8.9 84" 112.0 972 96.5 j 19.4 86* 112.0 971.5 1 95.1 ! 18.5 i 85* 112.0 987,0 99.6 10.9 i 91 110.0 989.0 100.7 ' 13.1 92 110.0 989.0 102.3 14.7 93 110.0 989.0 105.1 12.8 95 110.0 991.0 105.3 13.7 95 110.0 991.0 1.05.9 18.5 96 110.0 991.0 104.5 13.5 95 110.0 991.0 1.02.1 1.0.9 93 110.0 991.0 103.4 11.7 94 110.0 991.0 100.7 1.3.4 92 1 t0.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: "La Quinta, California Test No. j Date Tested j Location 1G I 08-12-05 Club House 2G 08-12-05 I Club House 3G 08-12-05 Club House 4G 08-12-05 Club House 5G 08-12-05 Club House 1H 08-13-05 Club House 2H 08-13-05 Club House 3T -I 08-13-05 Club House 4H 08-13-05 Club House 5H I 08-13-05 Club House 6H 08-1.3-05 Club House 7H 08-13-05 Club House A 08-15-05 Lot 48 B Back •B 08-15-05 Lot 48 B Back C 08-15-05 I Lot 47 B Back D 08-15-05 Lot 47 B Back E 08-15-05 Lot 72 F 08-15-05 Lot 72 G 08-15-05 I Lot 71 H I 08-15-05 i Lot 71 1 I 08-15-05 ; Lot 70 J 08-15-05 Lot 70 K I 08-1.5-05 Lot 69 L I 08-15-05 i Lot 69 M I 08.15-05 Lot 68 N I 08-15-05 I i Lot 68 AAI 08-16-05 Lot 60 Front 86 08-16-05 Lot 59 Front CC 08-16-05 Lot 58 Front DD 08-16-05 Lot 57 Front EE 08-16-05 Lot 56 Front FF 08-16-05 Lot 55 Front GG 08-16-05 Lot 54 Front HH 08-16-05 Lot 5413ack IT 08-16-05 Lot 54 Back Jl 08-1.6-05 I Lot 56 Back KK 08-16-05 I Lot 57 Back • LL 1 08-16-05 Lot 58 Back - DATE: March 2, 2006 102.3 TEST RESULTS PROJECT NO: 5224810 'REPORT NO: 06-02-120 Elevation Dry Demi % Moisture Relative Maximum In Place ty I In Place I Cowaction I Densitv 993.0 105.3 14.0 95 110.0 995,0 103.2 13.2 94 110.0 993.0 103.9 13.8 95 110.0 995.0 101,7 12,7 93 i 110.0 993.0 107.9 11.3 98 110.0 993.0 103.1 I 10.2 94 110.0 995.0 105.2 12.1 95 110.0 993.0 105.4 73.8 95 110.0 995.0 103.6 12.1 95 110.0 993.0 103.1 15.2` 94 11.0.0 995.0 101.9 13.7 93 110.0 995.0 104.4 17.1 95 11.0.0 991.0 ! '102.5 12.1 93 110.0 993.0 1 104.6 11.9 95 110.0 991.0 106.2- 15.2 96 110.0 993.0 105.9 14.6 95 I 1.10.0 990.0 108.1 17.8 98 11.0.0 972.0 105.2 15.1 95 ( 110.0 970.0 104.5 20.5 I 95 110.0 972.0 105.1 18.2 94 .110.0 970.0 100,4 22.1. i 91 110.0 972.0 105.7 19.8 I 95 1.1.0.0 971.0 100.9 1.6.9 92 110.0 973.0 102.3 17.2 ` 93 11.0.0 971.0 108.2 20.1 98 110.0 973.0 106.4 15.9 i 96 i 110.0 977 99.6. I 15,7 91 110.0 977 1.05.6 1.5.8 96 110.0 977104.3 11.9 95 110.0 979 I 101.8 16.3 93 110.0 974 108.8 14.7 99 110.0 979 152.4 20.1 93 1.10.0 979 102.9 17.2 94 110.0 979 I 103.6 16.1 95 110.0 979 105.2 1.5.5 95 110.0 979 102.1 17.3 93 . 110.0 979 101.2 92 110.0 977 99.3 13.4 90 110.0 Sladden Engineering TEST RESULTS PROJECT NAME: Madison Club PROJECT NO: 522-4810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. I Date Tested I Location Elevation I Dry Density % Moisturc I Rclativc Maximum Tp Place In Place Compaction Density MM 08-16-05 Lot 59 Back NN 08-16-05 I Lot 60 Back 00 08-1.6-05 Lot 47 Back PP 08-16-05 Lot 48 Back QQ 08-17-05 Lot 68 Back RR 08-17-25 Lot 68 Back SS 08-17-05 Lot 70 Back TT 08-17-05 Lot 70 Back UU 08-17-05 Lot 72 Back vv 08-17-05 Lot 72 Back WW 08-17-05 Lot 74 Back XX 08-17-05 Lot 74 Back YY I 08-17-05 Lot 75 Back '/_% 08-17-05 Lot 75 back AAAI 08-17-05 Lot 76 Back BBB 1 08-17-05 I I Lot 76 Back CCC 08-19-05 Lot 83 Back DDD, 08-19-05 Lot 84 Back EEE 08-19-05 Lot 85 Back FFF 08-1.9-05 Lot 86 Back GGG 08-19-05 i Lot 87 Back HH1-V 0&-19-05 I Lot 75 A P 1 08-19-05 ; Lot 75 A JJJ 08-19-05 Lot 75 A KKK; 08-19-05 Lot 75 A LLL I 08-19-05 Lot 80 B mmm 08-19-05 Lot 88 B NNN 1 08-19-05 Lot 81 B 0001 08-19-05 I Lot 816 PPP 08-19-05 Lot 82 B QQQ , 08-19-05 Lot 82 B RRR 08-20-05 Lot 75 A SSS 08-20-05 Lot 75 A 08-20-05 Lot 75 A UUU 08-20-05 Lot 75 A A 08-22-05 Lot 83 B Back B 08-22-05 Lot 84 B Back DATE: March 2, 2006 977 105.1 977 103.2 995 102.1 995 104.3 974 108.3 976 103.2 975 100.8 977 101.7 975 102.1 933 105.9 975 104.2 977 102.0 974 103.5 976.0 100.4 973.0 105.2 975.0 1.02.1 971.0 100.5 972.0 101.6 972.0 103.2 972.0 I 104.0 973.0 102.4 965.0 94.4 967.0 1.01.7 965.0 106.3 967.0 '100.8 971.5 100.7 973.5 102.3 971.5 101.3 973.5 104.6 971.0 102.9 973.0 100.1 969 102.6 969 104.0 PG 105.1 PC, 102,8 973.0 108.2 974.0 1.04.3 11.9 15.2 13.6 12.9 11.2 14.4 13.2 15.7 16.3 15.2 18.1 17.4 15.7 13.2 16.7 14.8 17.5 1.8.5 19.2 20.4 16.9 18.7 17.2 18.4 22.1. 1.9.5 19.2 20.1 17.8 19.2 20.4 7A 7.7 6.9 7.3 13.2 19.3 95 110.0 94 110.0 93 110.0 95 110.0 98 110.0 94 11.0.0 92 110.0 93 '110.0 93 ' 110.0 96 110.0 95 110.0 93 I 110.0 95 110.0 91 110.0 95 11.0.0 93 110.0 92 110.0 93 110.0 94 95 110.0 93 110.0 90 ' . 110.0 93 j 110.0 96 110.0 92 110.0 92 ! '110.0 93 110.0 92 110.0 95 110.0 94 110.0 91 110.0 I 93 110.0 95 110.0 96 110.0 93 I. 110.0 98 I 110.0 95 j 110.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested C 08-22-052 Lot 85 B Back D 08-22-05 Lot 86 B Back E 08-22-05 Lot 87 B Back 1574 1 08-23-05 I Lot 35 B Front 1575 08-23-05 Lot 35 B Front 1576 08-23-05 Lot 36 B Front 1577 08-23-05 Lot 36 B Front 1578 08-23-05 I Lot 35 B Back 1579 08-23-05 Lot 35 B Back 1580 08-23-05 Lot 36 B Back 1581 08-23-05 Lot 36 8 Back 1582 08-23-05 Lot 35 B Front 1583 08-23-05 Lot 35 B Front 1584 08-23-05 Lot 36 B Front •1585 08-23-05 Lot 36 B Front 1586 08-23-05 Lot 35 B Back. 1587 08-23-05 Lot 35 B Back 1588 08-23-05 Lot 36 B Back 1589 08-23-05 'Lot 36 B Back A 08-23-05 Lot 77 B Back B 08-23-05 Lot 77 B Back C 08-23-05 Lot 75 B Back D 08-23-05 Lot 75 B Back E ! 08-23-05 Lot 76 8 Back F 08-23-05 Lot 76 B Back C 08-23.05 Lot 77 B Back H 08-23-05 Lot 77 B Back ' 15901 08-24-05 I Lot 34 B Front 15911: 08-24-05 Lot 34 B Front 1592; 08-24-05 Lot 34 B Back 15931 08-24-05 Lot 34 B Back 1594 08-24-05 Lot 35 B Front 15951 08-24-05 Lot 35 B Front 1596 08-24-05 Lot 36 B Back 1.597 08-24-05 Lot 36 B Back 1598 08-24-05 Lot 34 B Back 1599 08-24-05 I Lot 34 B Back 98.1 08-24-05 I Lot 34 8 Back •1600 1601 08-24-05 1 Lot 34 B Back DATE: March 2, 2006 TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density % Moisture Relative Maximum I In Place I In Place I Comnaction I Densitv 974.0 102.9 17.7 94 974.0 105.2 16.9 95 110.0 975.0 100.9 18.2 92 110,0 989 103.4 8.8 94 i 110.0 991 101.5 9.9 92 110.0 990 101,4 12.5 92 I 110.0 992 105.0 10.7 95 110.0 984 ! 1.04.3 10.2 95 110.0 986 102.2 11.7 93 110,0 984 100.8 9.1 92 110.0 986 i 104.5 8.4 95 110.0 993 106.7 8.9 97 110,0 995 103,3 10.4 94 110.0 994 101.0 7.9 92 110.0 996 105.4 9,2 96 110.0 988 104.6 .11.8 95 110.0 990 100.9 10.6 93 110.0 988 102,3 10,4 93 1,1.0.0 990 101.7 9.0 I 92 110.0 966.0 107.1 .12.6 � 97 110.0 968.0 105.4 16.2 95 1.10.0 967.5 98.1 22.9 j 89* 110.0 967.5 98.1 ; 22.9 I 89* 110.0 967. 107.8 i 18.2 ! 97 110.0 969.0 101.2 j 16.7 92 110.0 966.0 -105.9 17.2 95 110.0 968.0 103.1 15.1 94 I 110.0 992 103.3 8.6 94 110.0 9935 102.1 10.5 93 ` 110.0 985 1.06.0 9A 96 11.0.0 987 103.9 8.8 94 I 110.0 996 105.5 12.1 96 ! 110.0 997 104.4 11.3 95 110.0 992 106.9 10.0 97 110.0 994 102.8 13.5 93 110.0 988.5 1 100.7 11.0 92 110.0 990.5 102.5 9.5 93 11.0.0 992 105.8 8.7 96 110.0 993 104.0 10.4 95 110.0 S&dden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location ElevationI DryDensiry I % Moisture I Relative Maximum In Place in Place Comnaction I Density 1602 08-25-05 Lot 3413 Front 995 100.4. 1603 08-25-05 Lot 34 B Back 994.5 102.3 1604 08-25-052 Lot 35 B front 998 105.7 1605 08-25-05 Lot 35 B Back 992 103.6 1606 08-25-05 Lot 36 B Front 997.5 107.1 1607 08-25-05 Lot 36 b Back 996 104.0 1608 08-25-05 Lot 35 B Back 994 105.5 A 08-25-05 Lot 66 B Back 997.0 104.1 B 08-25-05 Lot 66 B Back 999.0 1.01..2 C 08-25-05 Lot 64-B Back 978.0 106.3 " D 08-25-05 Lot 64 B Back 980.0 102.9 C 08-25-05 Lot 65 B "Back 977.0 103.7 F 08-25-05 Lot 65 13 Back 979.0 104.2 G 08-25-05 Lot 64 B Back 978.0 109.0' H 08-25-05 Lot 64 B Back 980.0 101.4 •1 I 08-25-05 Lot 66 B Back 977.0 '103.9 1 08-25-05 Lot 66 B Back 979.0 106.2 K 08-25-05 ! Lot 65 8 Back 979.0 101.3 L 08-25-05 Lot 65 B Back 979.0. 105.3 M. 08-25-05 Lot 67 B Back 976.0 105.1 N 08-25-05 Lot -67 B Sack 978.0 102.4 O I 08-25-05 1 Lot 67 B Back 976.0 104.7 P i 08-25-05 Lot 67 B Back 9780 101.8 1609 ! 08-26=05 Lot 33 B Center 992 101.1 1610 08-26-05 Lot 34 B Center 99.4. 102.5 1611 08-26-05 i Lot 35 B Center 994 105.3 1612 08-26-05 Lot 36 B Center 995 101.7 1613i 8-26-05 Lot•34 B Back 995.5 '103.6 16141 08-26-05 Lot 35 B Back 995.5 100.1 1615; 08-26-05 Lot 35 B Back 997 101.8 1616! 08-26-05 Lot 36 B Front 998.5 106.1 16171 08-26-05 Lot 36 B Back 997.5 104.0 1618 08-26-05 Lot 75B Front 966 '101.31 16191 08-26-05 Lot 75 B Front 968 94.5 1620 08-26-05 Lot 76 B Front 966 103.3 1.621. 08-26-05 Lot 76 B Front 968 102.0 1622 08-29-05 l.,ot 55 13 Hack 981.0 108.2 •1623 08-29-05 Lot 55 B Back 983 102.5 1624. 08-29-05 Lot 58 B Back 979.5 105.4 DATE: March 2, 2006 9.1 91. I 110.0 13.7 93 110.0 11.0 96 110.0 9.0 94 110.0 8.6 97 110.0 10.4 95 110.0 12.6 96 110.0 13.2 95 11.0.0- 14.9 I 92 110.0 15.6 96 110.0 12.9 94 110.0 13.9 93 110.0 15.2 ' 95 110.0 13.3 99 11.0.0 17.2 92 ! 110.0 19.5 95 110.0 14.7 96 110.0 17.0 92 110.0 1.3.4 95 110.0 13.9 95 1.10.0 13.0 93 110.0 1 13.6 95 .110.0 11.9 93. I 110.0 11.3 92 110.0 14.1 93 110.0 12.4 96 11.0.0 11.3 92 11.0.0 10.0 , 94 110.0 8.3 91 110.0 13.4 93 I 1.1.0.0 13.2. 96 110.0 12.5 95 110.0 16.9 90 I 112.0 20.4 84• ' 112.0 15.5 92 112.0 14.3 91 11.2.0 15.5 91 11.9.0 14.9 92 112.0 19.2 94 112.0 Slacdden Engineering TEST RESULTS • PROJECT NAME: Madison Club PROJECT NO: 5221810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. • Date Tested Location Elevation Dry Density in Place. % Moisture I In Place Relative ompaction Maximum Densi 1625 08-29-05 Lot 58 B Back 981.5 105.6 16.7 94 112.0 1626 08-29-05 Lot 54 B Back 981 103.8 16.0 93 112.0 16271 08-29-05 Lot 54 B Back 983 103.4 15.3 92 112.0 16281 08-29-05 Lot 53 11 Front 980 106.5 14.7 95, 112,0 1629 08-29-05 Lot 53 Front 982.0 102.3 17.3 91 112.0 16301 08-29-05 foot 56 B Front 981 108.9 16.5 92. 1631; 08-29-05 Lot 56 B Front 983 107.6 13.2 96 112 16321 08-29-05 Lot 57 B Front 98.1 104.8 15.1 94 112.0. 1633; 08-29-05 Lot 57 B Front 983 103.4 12.0 i 92 112 1634! 08-29-05 Lot 54 B Front 781 1072 11,6 96 1.12.0 16351 08-29-05 Lot 54 B Front 983 105.6 13.1 1 94 112.0 1636 i 08-29-05 Lot 55 B Front 981. 104.0 13.8 93 1.12.0 1637! 08-29-05 Lot 55 B Front 983 105.3 12.6 94 112.0 16381 08-29-05 Lot 58 B Front 980 1 103.3 10.9 92 112.0 16391 08-29-05 i Lot 58 B Front 982 ( 101.5 1.2.4 91 112.0 1.640; 08-29-05 � Lot 56 B Back 981 i 108.0 11.3 93 112.0 1641 09-29-05- Lot 56 B Back 983 106.1 1.5.0 95 .112.0 1642' 08-29-05 ' Lot 57 B Back 980 105.5 14.4 94 112.0 16431 08-29-05 Lot 57 B Back 982 104.7 11.9 93 112.0 16.44 08-30-05 Lot 53 B Back 984 105.9 16.6 96 ! 110.0 1645 .08-30-05 Lot 54 B Back 985 106.5 12.5 96 110.0 1646 08-30-05 Lot 55 B Flack 985 108.9 9.8 99 1 110.0 1647, 08-30-05 Lot 56 B Back 984.5 102.3 15.2 93 110.0 1648 08-30-05 Lot 57 B Back 984. 104.2 13.9 95 110.0 1649 08-30-05 Lot 58 B Back 983.0 107.3 17.1 97 ; 110.0 1650 08-30-05 Lot 59 B Back 979.0 1.03.1 16.4 94 110.0 1651 08-30-05 Lot 59 B Back 981.0 100.8 11.9 92 110.0 1.652 ! 08-30-05 Lot 60 B Back 979.0 105.2 13.7 95 110.0 1653; 08-30-05 Lot 60 B Back 981.0 103.4 15.5 94 110.0 1654 08-30-05 Lot 35 B Front 999 104.1 14.3 93- 112.0 16551 08-30-05 Lot 36 B Front 999.5 1 106.8 15.2 95 1.12. 16561 08-30-05 Lot 35 B Back 998 I 102.2 13.1 I 91 112.0 1657 08-30-05 Lot 35 B Back 999 i 101.3 1:L8 90 112.0 1658 08-30-05 Lot 36 B Back 998.5 105.1 13.3 I 91 112.0 1659 08-30-05 Lot 36 B Back 1000 103.0 14.7 1 92 112.0 1660 08-31-05 Lot 59 B Front 982,0 103,2 12.8 94 110.0 1661 08-31-05 Lot 59 B Front 984.0 102.3 15.5 93 110.0 � 1662 08-31-05 Lot 60-B Front 982,0 106.8 10.9 95 110.0 1663 08-31-05 Lot 60 B Front 984.0 102.4 11.2 93 110.4 • DATE: March 2, 2006 • Sladden Engineering PROJECT NAME: Madison Club LOCATION: La Quinta, California Test.No. I Date Tested 1 Location 1664 08-31-05 Lot 64 B Center 1665 08-31-05 Lot 61. B Center 1666 08-31-05 Lot 61 B Center 1667 08-31-05 Lot 59 B Back 1668 08-31-05 Lot 59 B Back 1669 08-31-05 Lot 60 B Back 1670 08-31-05 Lot 60 B Back 1671 08-31.-05 Lot 31 B Front 1672 08-31-05 Lot 31 B Back 1673 08-31-05 Lot 32 B Front 1674 08-31-05 Lot 32 B Back 1675 09-01-05 Lot 60 B Front 1676 09-01-05 Lot 61 B Front 983.0 09-01-05 Lot 61 B Front •1677 1678 09-01-05 Lot 62 B Front 1679 09-01-05 Lot 62 B Front 1680 09-01-05 Lot 63 B Front 1681 09-01-05 Lot 63 B Front 1682 09-01-05 Lot 64 B Front 1683 09-01-05 i Lot 64 B Front 1684 09-01-05 I Lot 64 B Back 1685, 09-01-05 Lot 64 B Back 16861 09-01-05 Lot 63 B Back 1687; 09-01-05 Lot 63 B Hack 1688 09-01-05 Lot 62 B Back 1689 09-01-05 Lot 62 B Back 1690 09-01-05 Lot 61 B Back 16911 09-01-05 Lot 61 B Back 16921 09-07-05 Lot 103 B Front 1.693 09-07-05 Lot 103 B Center 1694 09-07-05 Lot 103 B Back 1695 09-07-05 Lot 104 B Front 1696 09-07-05 Lot 1.04 8 Center 1697 09-07-05 Lot 104 B Back 16981 09-07-05 Lot 60 B Front 16991 09-07-05 Lot 60 B Back 1700 09-07-05 Lot 60 B Center •1701 09-07-05 I Lot 61 B Front 1.702 09-07-05 1 Lot 61 B Back DATE: March 2, 2006 TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density% Moisturc Rclativ'e I Maximum In Place I In Place I Compaction I Density 975.0 104.9 13.8 977,0 103.2 15.2 979.0 106.4 14.7 982.0 102.2 15.8 984.0 105.6 11.9 982.0 104.3 14.3 984.0 106.8 113.6 993, 101.3 8.1 995 100.4 7.6 993.5 102.5 9.3 995 101.8 8.4 985.0 102.7 15.4 981.0 99.1 17.7 983.0 107.6 14.6 978.0 100.4 12.8 980.0 103.3 17.4 979.0 1.00.2 1.3.7 981.0 104.2 13.3 981..0 165.4 15.2 983.0 106.9 16.3 980.0 I 103.7 I 14.4 982 103.2 15.2 979 I 101.4 13.9 981.0 1.07.2 1.6.3 979.0 100.2 15.4 981.0 I 105.8 14.6 981.0 ; 103.6 15.9 985.0 ! i 102.9 15.3 PC I 107.1 8.8 PC 105.4 10.2 PC 104.3 .9.7 PC 106.0' 10.5 PC 103.3 8.7 PC 104.5 8.1 986 107.3 9.9 985.5 1.03.5 12.5 986 103.7 13.4 986 104.5 11.2 985.5 101.3 14.1. 95 110.0 94 110.0 96 110.0 93 1.1.0.0 96 110.0 95 .10.0 97 110.0 92 110.0 91 110.0 93 I 110.0 93 110.0 1 94 110.0 90 i 110.0 98 110.0 91 110.0 94 i 110.0 91 1 110.0 95 110.0 95 110.0 97 110.0 95, 110.0 94 110.0 92 110.0 97 110.0 91 1 110.0 96 110.0 95 110.0 94 I 110.0 96 I 11.2.0 94 112.0 93 112.0 95 112.0 92 112.0 93 112.0 96 112.0 92 112.0 93 112.0 93 112.0 90 112,0 Sladden Engineering PROJECT NAME: Madison Club LOCATION: La'Quinta, Califomia Test No. Date Tested Location 1703 09-07-05 Lot 61 B Center 1704 09-07-05 l,ot 62 B Front 1705 09-07-05 Lot 62 B Back 1706 09-08-05 Retest Ir 1104 1707 09-08-05 12etest # 1.1.15 1708 09-08-05 Retest a 1105 1709 09-08-05 Lot 108 8 Front 1710 09-08-05 Lot 108 B Back :1711'• 09-08-05 Lot 112 B Front 981 105.2 9.4 1712!j .09-08-05 Lot 112 B Back 1713; 09-08-05 Lot 113 B Front 1714 09-08-05 Lot 11313 Front 1715 09-08-05 Lot 113 B Back 1716 09-08-05 Lot 113 B Back 1717 09-08-05 Lot 114 8 Front 1.718 09-08-05 Lot 114 B Back 1719 09-08-05 Lot 11613 Front 1720 09-08-05 Lot 116 B Back - 1721 09-08-05 Lot 106 B Front 1722 09-08-05 Lot 10613 Center 1723 09-08-05 Lot 106 B Back PC 102.6 7.9 1724. 09-08-05 Lot 107 B Front 1725! 09-08-05 Lot 107 B Hack 1726; 09-08-05 Lot 108 B Front 1727! 09-08-05 I Lot 108 a Back 1728 09-08-05 I Lot 108 B Center 1729 09-08-05 1 Lot 109 B Front 1730 09-08-05 ! Lot 109 B Back 1731 09-08-05 Lot 110 B Front 1732 09-08-05 Lot 110 8 Back 1733 09-08-05 ! Lot 113 B Front 1734 09-08-05 Lot 113 B Back 1735 I 09-08-05 I.,ot 1.13 8 Center Contour Grading 17361 09-12-05 Per Plan 17371 09-12-05 Per Plan '17381 09-1.2-05 Per Plan 1739 09-12-05 Per Plan 1740 09-12-05 Per Plan DATE: March 2, 2006 TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density i % Moisture RelativeI Maximum In Place I In Place Comnaction DenAry 985.5 1.03.5 12.6 983 105.5 11.2 983.5 101.0 I 10.7 I 103.4 . 9:0 104.6 '10.3 101..9 8.7 980 100.8 8.5 980 102.6 10.6 981 105.5 1.1..3 981 105.2 9.4 979 104.3 12.2 981 103.1 11.0 979.5 1.00.6 13.3 981.5 :1.06.1 8.3 983 104.3 12.7 983 104.1 1.0.9 979 96.3 5.4* 979 95.1 4.63* PG 107.2 8.1 PC i 105.3 11.4 PG 106.5 9.9 PG 104.1 8.8 PC 102.6 7.9 PG 101.4 I 10.7 PC 105.5 13.0 PG 103.7 .1.1..8 PG 103.4 10.9 PC 106.6 9.4 PG 107.7 ! 7.8 PG 106.3 8.4 PC 1.08.5 8.9 PC 105.3 10.5 PC 106.9 9.8 980 980 979.5 980 979.5 100.4 108.1 95.7 96.3 103.5 12:3 9.6 10.3 12.8 11.1 92 94 90 92 93 91 90 92 94 94 93 92 90 95 93 93 86* 85* 96 94 95 93 92 91 94 93 92 95 96 95 97 94 95 90 97 85* 86* 93 112.0 112.0 1.12.0 112,0 112.0 112.0 112.0 11.2.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 I 11.2.0 112.0 112.0 112.0 112.0- 112.0 112.0 112.0 112.0 112.0 112.0 I 112,0 112.0 112.0 112.0 112.0 1.12.0 112.0 112.0 112.0 112.0 Padden Engineering TEST .RESULTS • PROJECT NAME: Madison Club PROJECT NO: 522-4810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No. Date TestedI Location Elevation DryDensityI In % Moisture I.Compartion Rclative I Maximum !nPlace Place Density 1741 09-12-05 Per Plan 1742 09-12-05 Retest # 1719 1743 09-12-05 1 Retest A 1720 1.7441 09-12-05 Lot 116 B Front 1745 i 09-12-05 Lot 116 B Back 1746 09-12-05 Lot 116 B Center 1747 09-12-05 Lot 50 B Front 1748 09-13-05 Lot 50 B Front 1749 I 09-13-05 Lot 49 B Back 1750 09-13-05 Lot 49 8 Back 1751 09-1.3-05 Lot 50 B Back 1752 09-13-05 Lot 50 B Back 1753 09-13-05 Lot 49 B Front 1754 09-1.3-05 Lot 46 8 Front • 17551 09-13-05 Lot 87 B Front 1756 09-13-05 Lot 87 B Back 1757 09-13-05 Lot 86 8 Front 17581 09-13-05 Lot 86 B Back 1759 09-13-05 Lot 85 B Front 17601 09-13-05 i Lot 85 B Back 17611 09-13-05- i Lot 84 B Front 1762 09-13-05 Lot 84 B Back 10.5 95 112.0 PG 17631 09-13-05 1.-ot 83 B Front 1.764 09-1.3-05 i Lot 83 B Back 1765 09-13-05 Lot 82 B Front 1766 09713-05 Lot 81 B Front 1767 09-13-05 1 Lot 80 8 Front 1768 09-14-05 Retest # 1738 1.7691 09-14-05 Retest # 1739 17701 09-14-05 Per Plan 101.,4 I 9.9 91 i 112.0 17711 09-14-05 Per Plan 17721 09-14-05 Per Plan , 1.773; 09-14-05 Per Plan 1774 09-14-05 1 Per Plan 1775 09-14-05 Per Plan 1776 09-14-05 i Per Plan 1777 09-14-05 Per Plan 101.6 09-14-05 Per Plan •1778 1779 09-14-05 Per Plan DATE, March 2, 2006 980.5 104.0 10.2 93 1.12.0 1.03.2 8.4 1 92" 112.0 101.5 8.9 i 91 112.0 PC 106.3 1.1.4 95 112.0 PG 104.7 135 93 112.0 PC 104.1 12.6 93 112.0 985. 104.6 9.8 93 112.0 987 104.8 12.3 94 112.0 986 1.06.3 10.5 95 112.0 988 103.5 13.2 92 112.0 985 '107.1 11..3 96 112,0 987 102.9 14.0 92 112.0 982.5 105.7 13.4 94 112.0 987.5 103.5 11.1 92 112.0 PG '102.8 9.3 92 112.0 PC 104.0 8.8 93 112,0 PG 106.4 10.5 95 112.0 PG 105.5 9.1 94 112.0 PC 103.3 12.1 92 112.0 PG 107.1 8.7. 1 96 112.0 PG 101.8. 8.5 1 91 112,30 PG 104.6 10.4 I93 i 112.0 PG 100.8 9.3 90 112.0 PC 101.,4 I 9.9 91 i 112.0 PC 96.5 ! 12.2 i 83- ! 112.0 PC 97.1 i VIA 89* ; 112.0 PC 1 95A 1.0.2 85"- 112.0 f 104.1 14.4 93 112.0 101.5 11.5 91 112.0 981.5 101.6 12.4 91 112.0 982 105,5 12.9 94 ' 112.0 982 103.7 10.7 j 93 i 112.0 983 100.9 I 15.1 90 i 112.0 983.5 105,4. 14.2 94 112.0 983.5 102.7 10.7 92 112.0 984. 107.1 12.0 96- 112.0 983.5 105.3 1.4.1 94, 112.0 984 104.0 16.7 93 1.1.2.0 9835 102.3 12.5 91 1 112.0 Sladden Engineering TEST RESULTS PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. Date Tested Lora tion Elevation Dry Density % Moisture Relative Maximum I In Place In Place Compaction Density 1780 09-15-05 Lot 77 B Front 969 103.4 11.5 92 112.0 1781 09-15-05 Lot 77 8 Back 969 105.1 9.6 94 112.0 1782 09-15-05 Lot 76 B Front 970 101.8 . " 13.5 91 112.0 • 1783 09-15-05 Lot 76 B Back 969.5 102,1 10.7 91 1.12.0 , 1784 09-15-05 Retest ✓t i 104.3 15.1 93 112.0 I 17851 09-15-05 Lot 75 B Front 970. 100,9 14.0 90 112.0 1786; 09-15-05 Retest li D 8/23/05 103.3 1 12.8 92 112.0 17871 09-15-05 Retest•# D 8/23/05 105.5 I 16.5 94 112.0 17881 09-15-05 Lot 75 B Back 969.5 107.2 11.8 96 112:0 17891 09-15-05 Lot 74 B Front 970.5 1.03.4 14,9 92 112.0 1.7901 09-15-05 Lot 74.B Back 970.5 101.1 12.8 90 112.0 1791 i 09-15-05 Lot 73 B Front 971.5 106.6 1.3,3 95 112.0 1792; 09-15-05 Lot 73 B Back 971.5 104.0 10.6 93 112,0 17931 09-15-05 Lot 72 B Front 973.5 108.1 11.3 97 112.0 17941 09-15-05 Lot 72 B Back 973.5 106.2 9.7 95 112.0" 1795 09-15-05 Lot 77 R Front PG 10.8 125.0 93 112.0 1796 09-15-05 Lot 77 B Back ['C 1.06,9 10,7 95 1.12.0 1797; 09-15-05 Lot 77 B Center PG 102.6 11.1 92 112,0 '17981 09-16-05 Lot 70 B Back 1'C 1.1.3.0 11,5 95 119.0 1799 09-16-05 Lot 70 B Center PG - 113.4 9.9 95 119.0 18001 09-16-05 Lot 71 B Back PG 116.3 9.4 98 119.0 1801 09-16-05 Lot 71 Center PG 112.8 12,3 95 119.0 " 18021 09-16-05 Lot 71 B Front PG 116.1 10.2 I 98 119.0 180311 09-16-05 Lot 72 B Front 11C 111.8 8.7 1 94 119.0 1804! 09-16-05 Lot 72 B Center PG 107.1 10.6 � 90 112.0 18051 09-16-05 Lot 72 B Back PC 114.0 8.8 ; 96 I 119.0 18061 09-16-05 Lot 73 B Back PC 106.3 1.3.4 95 112.0 .1.807' 09-16-05 ( Lot 73 B Center PG 115.9 11.0 97 19.0 1808 09-16-05 Lot 73 B Front PG 11.7,3 12,7 99 119.0 1809 09-16-05 Lot 74 B PC '112.6 9.8 95 11910 1810' 09-16-05 Lot 74 B PC 11.2.2 14,0 94 11910 ! 1811 09-16-05 Lot 74 B PC 108.'1 71.7 97 I 112.0 1812 09-16-05 Lot 7513 PG'*107.2 8.4 96 1 112.0. 1813 09-16-05 Lot 75 B PG 116.6 10.7 98 1 119.0 1.814 09-16-05 Lot 75 B PC 116.1. 12.4 98 ! 119,0 1815 09-16-05 Lot 76 B PG 108.3 9.6 97 112.0 1816 09-16-05 Lot 76 B PG 117.7 8.3 99 119.0 1817 09-16-05 Lot 76 B PC 114.4 10.5 96 119.0 1818 Lot 21 B Front 990 100.8 11.0 90 112.0 09-16-05 I • 1819 09-16-0 DATE: March 2, 2006 5 i Lot 67 B Front PG 109.1: 9.4 92; 119. Test No. Date Tested Lora tion Elevation Dry Density % Moisture Relative Maximum I In Place In Place Compaction Density 1780 09-15-05 Lot 77 B Front 969 103.4 11.5 92 112.0 1781 09-15-05 Lot 77 8 Back 969 105.1 9.6 94 112.0 1782 09-15-05 Lot 76 B Front 970 101.8 . " 13.5 91 112.0 • 1783 09-15-05 Lot 76 B Back 969.5 102,1 10.7 91 1.12.0 , 1784 09-15-05 Retest ✓t i 104.3 15.1 93 112.0 I 17851 09-15-05 Lot 75 B Front 970. 100,9 14.0 90 112.0 1786; 09-15-05 Retest li D 8/23/05 103.3 1 12.8 92 112.0 17871 09-15-05 Retest•# D 8/23/05 105.5 I 16.5 94 112.0 17881 09-15-05 Lot 75 B Back 969.5 107.2 11.8 96 112:0 17891 09-15-05 Lot 74 B Front 970.5 1.03.4 14,9 92 112.0 1.7901 09-15-05 Lot 74.B Back 970.5 101.1 12.8 90 112.0 1791 i 09-15-05 Lot 73 B Front 971.5 106.6 1.3,3 95 112.0 1792; 09-15-05 Lot 73 B Back 971.5 104.0 10.6 93 112,0 17931 09-15-05 Lot 72 B Front 973.5 108.1 11.3 97 112.0 17941 09-15-05 Lot 72 B Back 973.5 106.2 9.7 95 112.0" 1795 09-15-05 Lot 77 R Front PG 10.8 125.0 93 112.0 1796 09-15-05 Lot 77 B Back ['C 1.06,9 10,7 95 1.12.0 1797; 09-15-05 Lot 77 B Center PG 102.6 11.1 92 112,0 '17981 09-16-05 Lot 70 B Back 1'C 1.1.3.0 11,5 95 119.0 1799 09-16-05 Lot 70 B Center PG - 113.4 9.9 95 119.0 18001 09-16-05 Lot 71 B Back PG 116.3 9.4 98 119.0 1801 09-16-05 Lot 71 Center PG 112.8 12,3 95 119.0 " 18021 09-16-05 Lot 71 B Front PG 116.1 10.2 I 98 119.0 180311 09-16-05 Lot 72 B Front 11C 111.8 8.7 1 94 119.0 1804! 09-16-05 Lot 72 B Center PG 107.1 10.6 � 90 112.0 18051 09-16-05 Lot 72 B Back PC 114.0 8.8 ; 96 I 119.0 18061 09-16-05 Lot 73 B Back PC 106.3 1.3.4 95 112.0 .1.807' 09-16-05 ( Lot 73 B Center PG 115.9 11.0 97 19.0 1808 09-16-05 Lot 73 B Front PG 11.7,3 12,7 99 119.0 1809 09-16-05 Lot 74 B PC '112.6 9.8 95 11910 1810' 09-16-05 Lot 74 B PC 11.2.2 14,0 94 11910 ! 1811 09-16-05 Lot 74 B PC 108.'1 71.7 97 I 112.0 1812 09-16-05 Lot 7513 PG'*107.2 8.4 96 1 112.0. 1813 09-16-05 Lot 75 B PG 116.6 10.7 98 1 119.0 1.814 09-16-05 Lot 75 B PC 116.1. 12.4 98 ! 119,0 1815 09-16-05 Lot 76 B PG 108.3 9.6 97 112.0 1816 09-16-05 Lot 76 B PG 117.7 8.3 99 119.0 1817 09-16-05 Lot 76 B PC 114.4 10.5 96 119.0 1818 Lot 21 B Front 990 100.8 11.0 90 112.0 09-16-05 I • 1819 09-16-0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California c: TEST RESULTS. PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. I Date Tested Location . Elevation Dry Density In Plaee % Moisture In Place Relative Compaction Maximum DCnBity 1820 09-16-05 Lot 67 B Back PG 108.4 10.1 97 112,0 1.821. 09-16-05 Lot 67 B Center. PC 107.0 9.2 96 112.0 1822 09-16-05 Lot 68 B Front PG 111.5 .10.9 94 :1.1.9.0 .1823 09-16-05 Lot 68 B Center PC 113.4 8.8 95 119.0 1824 09-16-05 Lot 68 B Back PG 110,9 8.5 93 119.0 1825 09-16-05 Lot 69 B Back PC 115.1 13.1 97 119,0 1826 09-16-05 Lot 69 B Center PC= 116.3 11.5 98 119.0 1827 09-16-05 Lot 69 B Front PG 113.8 12.6 96 119.0 1828 09-16-05 Lot 70 B Front PG 114,3 10.0 96 119.0 18291 09-16-05 Lot 21 B Back 898.5 102.1 13.4 91 I :112.0 1830 09-16-05 Lot 20 B Front 989 7.05.3 10.6 94 112.0 18311 09-16-05 Lot 20 B Back 989 I 101.5 11.3 91 1.1.2.0 1.832 09-16-05 Lot 19 BN Front 988.5 1.00.9 9.3 90 112.0 1833 09-16-05 Lot 19 B Back 988.5 101.4 10.7 91 1.'12.0 1834 09-16-05 Lot 18 B Front 989 103.3 11.8 II� 1 92 112.0 1835 09-16-05 Lot 18 B Back 988.5 102,2 14..1 91 112.0 1836 09-19-05 Lot 21 B Front 991 103.1 10.0. 92 112;0 1837 09-19-05 Lot 21 B Back 991 101.6 9.6 91 112.0 1838 09-19-05 Lot 20 B Front 990.5 105.3 11.4 94 1.12.0 1839 09-19-05 Lot 20 B Back 991 104,4 9.3 93 112.0 1840 09-19-05 Lot 19 B Front 990.5 101.3 12.4 90 112.0 1.8.41 09-19-05 Lot 19 B Back 990 102.7 11.8 92 i 112.0 1842 09-19-05 Lot 21 B Front 992,5 106,1 I.M. 95 112.0 1843 09-19-05 Lot 21 B Back 992 1 103.3 10.9 92 112.0 .1844 09-19-05 Lot 20 8 Front 992 I 1.04:4 8.8. .93 1 112.0 1845 09-19-05 I Lot 20 B Back 992.5 1 100.8 11.3 90 I 112.0 1846 09-19-05 Lot 19 B Front 992.5 102.0 12.9 91 I 112,0 1847, 09-1905 i Lot 19 8 Back 992 104.1 12.5 93 112.0 1848 09-20-05 Lot 21 B Front 993.5 100.5 8.1 90 I 112,0 18491 09-20-05 Lot 21 B Back 993 I�` 94.3 4.2* 84" i 112,0 1850 09-20-05 Lot 20 B Front 993 ! 93.6 3.3* 84* 112.0 1851 09-20-05 Lot 20 B Back 993.5 99.1 2,9* 88* 112.0 1852 09-20-05 Lot 19 B Front 99.4. 95.3 4.0" 85* 112.0 1853 09-20-05 Lot 19 B Back 993.5 I 97.1 3.6* 87* 112.0 1854 09-20-05 Lot 22 B Front 990 101.4 9.1 92 1.1.0.0 1855 09-20-05 Lot 22 B Back 990. 101.1 8.3 92 110.0 1856 09-20-05 Lot 23 B Front 986 103.3 10.0 94 1 11010 1857 09.20-05 Lot 23 B Back 988 102.7 9.6 93 110.0 1.858 09-20-05 Lot 22 t3 Front .991.5 104.1 8.0 95 110.0 • - DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location TEST RESULTS PROJECT NO: 522-4810 " REPORT NO: 06-02-120 Elevation Dry Density % MoistureRelative Maximum I In Place In Place CompactionDensity 1859 09-20-05 Lot 22 B Back. 991 101.6 11.3 92 110.0 1860 I 09-20-05 Lot 23 B Front 987.5 94.0 4.5* 85* 110.0 1861 09-20-05 Lot 23 B Back 989 94.1 3.3 .86* 110.0 1862 09-21-05 Retest # 102.6 12.5. 92 112.0 1863 09-21-05, Retest# 105.3 14.8 94 112.0 1864 09-21-05 Retest k 104.7 15.7 93 112.0 1865 09-21-05 Retest # 100.8 11.3 90 112.0 1866 09-21-05 Retest 11 103.0 9.9 92 112.0 1867 09-21-05 Lot 21 B Front 994.5 95.1 13.3 93 102.0 1868 09-21-05 I 1,ot 23 8 Hack 995 96.5 15.1 95 102.0 1869 09-21-05 Lot 20 B Front 995 94.1 12.4 92 102.0 I 1870 09-21-05 I Lot 20 B Back 994.5 97.2 11.8 95 102.0 18711 09-21-05 Lot 19 B Front 995 93.1 14.7 91 102.0 1872 09-21-05 Lot 19 B Back 995 97.3 10.9 95 102.0 •1873 09-21-05 l,ot 1.7 B Front 989 103.1 8.7 94 110.0 18741 09-21-05. Lot 17 B Back 989.5 100.6 12.1 91 110.0 " 1875, 09-21-05 Lot 16 B Front 989.5 101.5 9.6 92 110.0 1876; 09-21-05 Lot 16 B Back 990 102.0 13.4 93 110.0 18771 09-22-05 Lot 30 B Front 993 101.4 10.3 91 112.0 1878 09-22-05 I Lot 30 B Front 995 103.0 I 3.4.1. 92 112.0 ! 879. 09-22-05 Lot 30 B Back 990 104.5 ; 13.6 93 112.0 1880 09-22-05 Lot 30 B Back 992 104.1 12.2 93 1 -112,0 18811 09-22-05 Lot 31 B Front 995 100.4 8.8 I 90 112.0 1882 09-22-05 I Lot 31 B Front 996.5 106.3 11.4 95 112.0 1883, 09-22-05 Lot 31 B Back 997. 102.7 15.6 92 112.0 1884 I 09-22-05 Lot 31 B Back '998 102.5 14.3 1 92' 112.0 1885 ; 09-22-05 I I..ot 30 6 Hack 994 105,25 1.2.1. 94 112.0 1.886 09-22.05 Lot 30 8 Back 996 106.8 16.3 95 112.0 18871 09-22-05 Lot 18 B Front 990.5 100.3 9.2 91 110.0 1888 1 09-22-05 Lot 18 B Back 990 I 101.3 10.4 92 110.0 1889 09-22-05 Lot 17 B Front 990 I 102.5 8.7 93 110.0 1890 09-22-05 Lot 17 8 Back 990.5 99.1 9,5 90 110.0 1891 09-22-03 Lot 16 B Front 990.5 99.4. 8.1 90 110.0 1892 09-22-05 'Lot 16 B Back 991 101.0 10.7 92 1.1.0.0 1893 09-23-05 Lot 17 Front 989.6 99.9. 13.6 91 110.0 1894 09-23-05 Lot 17 Front 990.0 99.2 14.74 90 110.0 09-23-05 Lot 18 Front 991.5 101.2 12.9 92 110.0 •1895 1896 09-23-05 Lot 18 Back 995.4 99.5 13.1 90 110.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Tcst No. I Date Tested Location • 18� W 18S 19( 19( 19( 19( 19( 19( 19( 19( 191 191 19: 19: 19', 19: 19' 19: 19: 19' 19: 19' 19: 19: 19: 19: 19: 19: 19: 19: 19: 19: 19: 19: 19; 19: 09-23-05 09-23-05 09-23-05 09-23-05 09-23-05 09-26-05 09-26-05 ,09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-26-05 09-27-05 Lot 9 B Front 09-27-05 I Lot 9 B Front 09-27-05 Lot 9 B Back 09-27-05 ' Lot 9 B Back 09-27-05 I Lot 1.0 13 front 09-27-05 Lot 10 B Front 09-27-05 Lot 10 B Back 09-27-05 Lot 1.0 B Flack 09-27-05 Lot 11 B Front 09-27-05 Lot 11 B Front 09-27-05 Lot 11 B Back 09-27-05 Lot 11 B Back 09-27-05 Lot 12 B Front 09-27-05 Lot 12 B Front 09-27-05 Lot 12 B Back • 1.9341 09-27-05 Lot 12 B Back DATE: March 2, 2006 Lot 23 Front Lot 23 Back Lot 24 Front Lot 24 Back Lot 23 Front Lot 2913 Front Lot 29 B Front Lot 28 5 Front Lot 28 B Front Lot 29 B Back Lot 29 B Back Lot 28 B Back Lot 28 B Back Lot 25 B Front Lot 25 B }front Lot 25 B Back Lot 2513 Hack Lot 26 B Front Lot 26 B Front Lot 26 B Back Lot 27 B Front Lot 27 B Back TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation I DryDensiry In Place j % Moisture i In Place Relative I Compaction I Maximum Density 996.5 99 18.1 90 110.0 989.5 101.7 13.2 I 92 110.0 989.5 99,6 12,1 ! 91 I 11.0.0 986.5 49.9 15.6 C 91 110.0 989.5 100.4 15.9 I 91 ' 110.0 990.5 1.01,6 9.9 92 110.0 992 103.8 11.1 94 I 110.0 991 104:0 8.6 95 110.0 992.5 100.8 10.7 92 11010 990,5 1.00.4. 1 12.5 91 110.0 992.5 102.0 i 10.3 93 110.0 990 i 104.3 9.5 95 110.0 992 101.2 13.41 .92 110.0 989 101.8 j 16.6 93 110.0 991 1.03.4. 17.1 92 112.0 990 105.5 13.6 96 11010 992 102.7 14.8 93 110.0 989.5 10110 12,6 92 .110.0 991.5 106.3 10.8 97 110.0 991 100.4 16.0 91 110.0 991.5 103.3 12,9 94 110.0 991 102.5 11.1 93 110.0 995 101.3 8.4 92 110,0 997 100.9 9.1 92 110.0 995 102.04 11.8 93 110.0 997 102.6 10.7 93 110.0 994.5 103,5 8.1 94 110.0 996.5 100.3 12.6 91 110.0 994.5 99.4 11.0 90 110.0 996 104.1 8.9 95, 110,0 994.5 101.8 10.5 93 110.0 996 100.6 13.1 91 110.0 994 103.9. 11,4 94 110.0 996 103.5 14.3 94 110.0 994.5 1.00.4 10.7 91 1'10.0 996.5 99.3 101.1 90 110.0 994.5 " 104.4 9.2 95 110.0 996 102.7 12,1 93 Sladden Engineering TEST RESULTS PROJECT NAME: Madison Club PROJECT NO: 522-4810 LOCATION: La Quinta, California 1t1N:P0lt1' NO: 06-02-120 Teat No. Date "Tested Location Elevation Dry Density % Moisture RelativeMaximum In Place In Place I Comvaction I Densitv 1935 09-28-05 Lot 8 Front . 1936 09-28-05 I Lot 9 B Back 1.937 09-28-05 i Lot 10 B Front 1938 09-28-05 Lot 10 B Back 1939 09-28-05 Lot 11 B Front 1940 09-28-05 Lot 11 B Back 1941. 09=28-05 Lot 12 B Front 1942 1 09-28-05 Lot 12 B Back 1.943: 09-28-05 Lot 25 B Front 1944: 09-28-05 Lot 25 B Back 1945! 09-28-05 Lot 26 B Front 1946' 09-28-05 Lot 26 B Back 1947! 09-28-05 Lot 27 B Front 1948 09-28-05 Lot 27 B Back 19491 09-28-05 Lot 23 B Front •1950 09-28-05 Lot 23 B Back 1951 09-28-05 ! Lot 24 B Front 1952 09-28-05 Lot 24 B Back 1953 09-28-05 Lot 23 B 'Front 1954. 09-28-05 Lot 23 B Back 1955 j 09-28-05 Lot 24 11 Front 1956, 09-28-05 Lot 24 B Back 1957 09-28-05 Lot 24 B Front 1958; 09-28-05 i Lot 24 B Back 1.959 09-29-05 Lot 9 B Front 19601 09-29-05 Lot 9 B Back . 1961 09-29-05 Lot 10 B Front. 1962 09-29-05 Lot 10 8 Back 19631. 09-29-05 1 Lot 11 B Front 1964; 09-29-05 I Lot 11 B Back 1965 09-29-05 Lot 12 B Front 1966 09-29-05 Lot 12 B Back 1967 09-29-05 Lot '13 B Front 1968 09-29-05 Lot 13 B Back 1969 10-03-05 Lot 9 B Front 1970 10-03-05 i Lot 9 B Back 1971 10-03-05 Lot 10 B Front 1972 10-03-05 j Lot 10 B Back • 1973 10-03-05 j Lot 116 Front DATE: March 2, 2006 999 100.2 8.1 91 110.0 999 100.6 11.6 I 91 110.0. 998 104.1 10.5 95 110.0 998.5 10210 1.4.1. 93 110.0 998 102.8 12.7 93 110.0 997.5 105.1 1.1.0 96 110.0 998 103.3 9.7 94 1.10.0 998.5 101,4 1.2.5 92 110.0 993 104.3 " 10.6 95 . 110.0 994 103.0 14.4 94 110.0 993.5 ! 100.6 12.7 91 1.10.0 993 ! 1.01.-.1 11.1 92 110.0 993.5 105.6 13.6 96 ' 110.0 993 102.5 15.1 93 ` i 110.0 990.5 1.02.8 13.8 93 110.0 991.5 100.5 10.9 91 1.10.0 989,5 1.0.4..4. 13.6 95 110.0 988.5 101.5 11.3 92 110.0 , 992.5 106.1 14.5 96 110.0 993.5 105.6 12.7 96 ; 110.0 991.5 I 102.9 11.8 '94 ; 110.0 990.5 104.1 .. 12.8 95 110.0 993.5 100.5 10,0 I I 91 110.0 992.5 102.6 11.9 93 I 110.0 1000.5 105.3 13.1 96 110.0 1000.5 1.02.6 15.7 93 110.0 .1.000 1.00.3 15.4 91 110.0 1000 1.03.1. I 12.8 94 1101.0 999.5 101.5 ! 16.3 92 110.0 999 101.8 14.0 93 110.0 1000 1005 1 16.8 91 110.0 999.5 106.6 I 13.0 97 I 110.0 995 103.9 11.7. 94 110.0 994.5 99A 15.9 i 90 110,0 1002.5 106.1 11.0 95, 112,0 1002.5 1081 9.8 97 112.0 1002 I 104.7 10.6 93 112.0 1001.5 104.3 10.4 93 112,0 1001 I 107.5 9-S 96 1'12.0 Sladden Engineering • PROJECT NAME: Madison Club .LOCATION: La Quinta, California Test No. ! Date Tested Location TEST RESULTS PROJECT NO: 522-4810, REPORT NO: 06-02-120 Elevation Dry Density % Moisture Relative In Place In Place I Comeactic 1974 10-03-05 Lot 11 B Back 11001.5 1 103.4 .13.1 1975 10-03-05 Lot 13 8 Front 996 1 101.8 12.3 1.976 10-03-05 Lot 13 B Back 996 I 103.9 11.2 1977 10-03-05 Lot 23 B Front 994.5 100.3 8.8 1978 10-03-05 Lot 23 B Back 995.5 j 102.7 11.5 1979 10-03-05 Lot 24 B Front I 995.5 103.8 13.7 1980 10-03-05 Lot 24 B Back 994.5 100.4 12.6 1981 10-03-05 Lot 25 B Front 995 j 99.5 14.1 1982 10-03-65 Lot 25 B Back 996 104.4 10.2 1983 10-04-05 Lot 3 A Back 993 104.3 17.1 1984, 10-04-05 Lot 3 A Back 994.5 100.4 110.0 19851 1,0-04-05 Lot 4 A Back 993 96.1 21.3* 1986 i 10-04-05 Lot 4 A Back 995 98.4 15.1 1987; 10-04-05 Lot 5 A Back 995 98.1 20.6' 19881 • 10-04-05 Lot 5 A Back 996 101.3 14.4 19891 10-04-05 Lot 6 A Back 993.5 101.6 9.1 1.9901 10-04-05 Lot 6 A Back 995.5 102.9 13.4 1991 I 10-04-05 Lot 17 B Front 991.5 103.6 1.0.5 ' 1992 10-04-05 'Lot 17 B Back 992 103.8 12.7 1993 10-04-05 Lot 16 B Front 992.5 19.5* 87* 19941 10-04-05 I Lot 16 B Back 993 101.3 13.3 1995 10-04-05 Lot 15 13 Front 990 100.4 11.2 1996 10-04-05 ! Lot 15 B Back 990 104.1 L . 12.3 1997 10-05-05 Lot 3 A Back 996 96.1 I 23.4 1998 10-05-05 Lot 3 A Back 997 97.4 I 13.8 1999 10-05-05 IRetest # 1985 100.2 I 20.1 2000 10-05-05 Retest # 1986 102.3 ! 12.9 2001 10-05-0.5 Retest # 1987 95.2 20.7" 2002 i 10-05-05 Lot 5 A Back 996 i 96.9 I 13.5 2003 10-05-05 I Lot 6 A Back 996.5. 102..4 15.2 2004 10-05-05 ; Lot 6 A Sack 997.5 103.5 14.3 2005 10-05-05 Lot 6 A Front 994 ;. 101.1 10.6 2006 10-05-05 Lot 6 A Front 996 104.5 9.3 2007 10-05-05 Lot 7 A Front 994 j 100.8 11.4 2008 10-05-05 1 Lot 7 A Front 996 1 96.2 9.3 2009, 10-05-05 Lot 3 A Front 994 104.4 14.4 20101 10-05-05 Lot 3 A Front 996 1.03.8 13.0 10-05-05 Lot 4 A Front 993.5 102.7• 15.3 •2011I 2012 '10-05-05 Lot 4 A Front 995.5 98.1 11.6 DATE: March 2, 2006 Maximum 92 1.10.0 91 112.0 93 112.0 91 110.0 93 110.0 94 110.0 91 110.0 90 110.0 95 110.0 95 110.0 91 i 110.0 87* I 110.0 89* 110.0 W.. I 110.0 92 , 110.0 92 i 110.0 94 i 110.0 94 j 1.10.0 94 ! 110.0 110.0 92 i 110.0 91 j 110.0 95 ! 110.0 87* 110.0 84* ! 110.0 91 110.0 93 110.0 87" 110.0 88* 110.0 93 110.0 94 110.0 92 110.0 95 110.0 92 110.0 87' 110.0 95 110.0 94 i 110.0 93 i 110.0 89* 110.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested Location 10-05-05I Lot 5 A Front 10-05-05 Lot 5 A Front 10-06-05 1 Rctest # 1997 10-06-05 Retest # 1998 10-06-05 Lot 4 A Back 10-06-05 Lot 4 A Back 10-06-05 Retest # 2001 10-06-05Retest # 2002 10-06-05 Lot 6 A Back 10-06-05 Lot6 A Back 10-06-05 Lot 7 A Back 10-06-05 Lot 7 A Back 10-06-05 Retest # 2012 10-06-05 Lot 4 A Front 10-06-05 Lot 5 A Front 10-06-05 Lot A Front 10-06-05 1 Lot'6 A Front 10-06-05 Lot 6 A Front 10-06-05 i Retest # 2008 1.0-06-05 Lot 7 A 'Front 10-07-05 Lot 3 A Back 10-07-05 Lot 3 A Back, 10-07-05 ` Lot 4 A Back 10-07-05 Lot 4 A Back 10-07-05 i Lot 5 A Back 10-07-05 Lot 5 A Back 10-07-05 i Lot 6 A Back 10-07-05 Lot 6 A Back 10-07-05' Lot 7 A Back 10-07-05 Lot 7 A Back 10-07-05 Lot 4 A Front 10-07-05 Lot 4 A Front 10-07-05 Lot 5 A Front. 10-07-05 Lot 5 A Front 1.0-07-05 Lot 6 A Front 10-07-05 Lot 6 A Front 2049 1.0-07-05 Lot 7 A Front • 2050 10-07-05 Lot 7 A Front DATE: March 2, 2006 REPORT NO: 06-02-120 Elevation I .Dry DensityP�I�nPliace sture i Relative maximum i In Place I Comuaction I Densitv 994.5 104.4 996.5 101.0 92 101.8 10.3 108.3 996.5 101.4 998.5 102,8 15.1 99.5 110.0 100.3 998.5 103.1 1000 102,0 996 104.4 998 101,7 10.4 106.9 997.5 103.7 997.5. 103.5 998 100.1 997,5 105.2 999. 101.6 8.8 99.6 998. 100.8 999 101.3 1001 102.4 1000 99.3 1001.5 991 998 103.6 1000 102.8 1001.5 102.5 1003 104;1 1.000 100.6 1002 "103.4 999.5 106.5 1001 104.0 1000 104.8 1001.5 I I 101.5 1000.5 102.6 ' 1002 100,2 1000 102.4 1001.5 I 99.6 I 14.8 95 110.0 12.3 92 110.0 10.3 93*" 110.0 14.6 98** 110.0' 15.1 92 110.0 14,0 ' 93 110.0 16.1 I 90** 110..0 14.3 91 "* 110.0 10.4 94 110.0 11.6 93 110.0 13.1 95 110,0 9,6 92 110.0 8.8 97** 110.0 12.6 94 110.0 11.3 94 11.0.0 15.4 91 110.0 10.7 ! 96 10.0 14.4 1 92 110, 13.3 91** 110.0 1.6.0 i 92 110.0 8.6 ! 92 I 110.0 11.5 93 110.0 10.0 90 110.0 9.1 90 1.10.0 8.9 I 94 110.0 10.7 r 93 110.0 , 12.8 f 93 110.0 11.0 ' 95 1.10.0 9.9 91 110.0 13.0 94 110.0 8.4 97 110.0 12.5 95 110.0 11.3 95 110.0 13.4 92 110.0 '9.7 93 110.0 9,5 91 110.0 11.1 93 110,0 10.3 91 11.0.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta,.California. Test No.' I Date Tested I Location r. 2051 10-10-05 ' Lot A Back 2052 . 10-10-05 I Lot 4 A Back 2053 10-10-05 Lot5 A Back 2054 10-10-05 Lot 117 B Front . 20551 10-10-05 Lot 117 B Back 2056 10-10-05 Lot 11.8 8 Front 2057 10-10-05 Lot 118 B Back 2058 10-11-05 Lot 3 A Back 2059 10-11-05 1.ot 4 A Back 20601 10-11-05 Lot 5 A Back 20611 10-11-05 Lot A Front 20621 10-11-05 Lot 3 A Front 2063' 10-11-05 Lot A Back 2064! 10-11-05 Lot A Back 2065; 10-11-05 Lot 5 A Front 20661 10-11-05 Lot A Front 13.5 94 .110.0 2067: 10-11-05 Lot? A Front 2068' 10-11-05 Lot 3 A Front 2069' 10-11-05 Lot A Front 2070' 10-11-05 I Lot5 A Front 207111 10-11-05 Lot 6 A Front 2072 10-11-05 Lot? A Front 2073, 10-11-05 Lot A Back 2074 10-11-05 Lot.4 A Back 2075 10-11-05 Lot5 A Back 13.3 93 I 110.0 2076 10-11-05 Lot A Back 2077! 10-11-05 Lot 7 A Back ! 2078i 1.0-12-05 Parking L(it 2079: 1.0-12-05 Parking Lot 2080 1042-05 Parking Lot 2081! 10-12-05 Parking Lot 2082! 10-12-05 Parking Lot 2083': 10-12-05 Parking Lot 2084 ! 10-12-05 Parking Lot 2085:.10-12-05 Parking Lot TEST RESULTS PROJECT NO: 5224810 REPORT NO: 06-02-120 Elevation Dry Density % MoistureRelative Maximum I In Place In Place I Compaction I Dcnsitv 1002 1002. 1001.E 974 974 973.5 973 1004 1004. 1005 1004.E 1004 1005.2 1004.° 1005 1005.E 1004.! 1002.! 1003 1003 1004 1003 1002.! 1003.E 1002 1004 1003 988 988 989 988.5 990 990 991 990.5 104.5 101..6 101.8 92.3 93.4 91.8 95.0 115.9 103.8 101.4 100.1 106.0 109.7 104.1 105.3 103.4 103.8 105.4 102.6 106.3 100.2 99.4 103.5 101.4 104.0 101.8 102.5 1.01..3 103.6 99.3 105.4 102.0 101.3 104.1 102.8 11.9 95 110.0 14.8 92 110.0 15.3 93 110.0 17.1* 84* 110.0 18.9* 85"' 110.0 20.4* 83* 110.0 21.3* 86* 110.0 12.0 97 119.0 13.1 94 110.0 14.6 92 110.0 11.8 91 11.0.0 11.4 96 I 110.0 8.8 92 I 1.19.0 12.9 95 1.1.0.0 10.6 96 110.0 14.1 94 110.0 13.5 94 .110.0 13.5. I 96 110.0 11.8 93 110.0 14.1 97 110.0 12.0 91 110.0 10.7 90 110.0 12.8 94 I 4-10.0 15.6 92 110.0 11.1 95 I 110.0 9.9 93' i 110.0 13.3 93 I 110.0 9.1 92 110.0 8.2 94 I 100.0 10.3 90 110.0 13.1 96 110.0 11.8 93 110.0 12.9 92 1.10.0 10.7 95 110.0 13.5 93 110.0 2086 i • 1013-052 Lot A 982.5 I 102.1 11.4 93 1.10.0 20871 10-13-05 Lot B 983 105.4 10.0 96 110.0 2088 1043-05 Lot C 985 , 100-3 13.5 91 110.0 - DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California PROJECT NO: 522-4810 REPORT NO: 06-02-120 Test No. Date Tested Location Elevation Dry Dcnsity % Moisture Relative Maximum In Place I In Placc Compaction Density 2089 1.0-13-05 Lot D 985.5 106.1 9.6 96 1.10.0 2090 10-13-05 Lot E 985 103.5 8.9 94 110.0 2091 1.0-13-05 Lot F 987 101.6 12.4 92 110.0 2092 10-13-05 Lot G 987.5 101,2 12.9 92 110.0 2093 1.0-13-05 Lot i -i 987 104.3 14.1 95 110.0 2094 10-13-05 Lot I 988 107.1 8.9 97 110.0 2095 10-13-05 Lot.] 988.5 103.1 10.2 94 110.0 2096 10-14-05 Lot A 987 101.1 9.3 92 110.0 2097 10-14-05 Lot B 987.5 101.6 '1'1..8 92 110:0 20981 10-14-05 Lot C 989.5 103.9 12.4 94 110.0 2099 10-14-05 Lot D 990 102.8 1.0.2 93 110.0 2100 10-14-05 Lot E 989.5 99.3 9.6 90 110.0 2101 10-14-05 Lot F. 991.5 104..5 11.2 95 110.0 21.02 10-14-05 Lot G 991 '100.8 1.3.8 92 1.'10.0 2103 10-14-05 Lot H 989.5 104.1 11.0 95 110.0 2104 10-14-05 Lot I 991 103.9 10.7 94 110.0 2105 10-14-05 Lot J 992 102.5 12.4 93 110.0 2106 1.0-24-05 Lot 8 A Front 1000.5 102.9 13.2 '94 110.0 2107 10-24-05 Lot 8 A Front 1002.5 105.8 11.0 96 110.0 2108 10-24-05 Lot 9 A Front 1.003 103.5 14.5 94 110.0 2109 10-24-05 Lot 9 A Front 1005 1.01.4 12.6 92 11.0.0 2110; 10-24-05 Lot 10 A Front 1002.5 100.8 , , 10.7 92 110.0 2111 10-24-05 ' Lot 10 A Front 1004.5 -1.0.4.7 10.4 95 110.0 2112, 10-24-05 Lot 1.1. A Front 1005 99.5 14.1 90 110.0 21131 10-24-05 Lot 11 A Front 1006 '103.0 12.7 94 .11010 2114 10-24-05 Lot 8 A Back. 1002.5 106.1 11.0 96 110.0 2115 10-24-05 Lot 8 A Back 1004.5 105.3 15.1 96 i 110.0 2116 10-24-05 Lot 9 A Back 1.004 101.9 13.4 93 ! 110.0 2117 10-24-05 Lot 9 A Back 1005.5 103.4 10.5 ! 94 I 110.0 21'18 10-24-05 Lot 10 A Back 1006 103.9 10.7 94 i 110.0 2119 10-24-05 Lot 11 A Back .1006.5 101.3 1.2.1: 92 110.0 2120 10-26-05 Lot 17 B Front 993.5 104.5 9.9 95 110.0 2121 10-26-05 Lot 1.7 B Front 995.5 i 102.6 11.4 93 110.0 2122 10-26-05 Lot 18 B Front 993.5 100.3 8.6 91 110.0 2123 10-26-05 Lot 1811 Front 995.5 101.6 10.0 92 110.0 2124 10-26-05 I Lot 19 B Front 997 105.4 102.8 96 110.0 .Lot 20 B Front 997 101.8 11.1 93 110.0 2126 10 26.05 Lot 20 B Front 999 101.3 8.7 92 110.0 DATE: March 2, 2006 Sladden Engineering 2125 10-26-05 DATE: March 2, 2006 Sladden Engineering Sladden Engineering TEST RESULTS • PROJECT NAME: Madison ClubPROJECT NO: 522-4810 LOCATION: La Quinta, California REPORT NO: 06-02-120 Test No_ Datc TestedI Location Elevation Dry Density % Moisture Relative Maximwn In Place In Place I Comvaction I Densitv 2127 10-26-05 Lot 21 B Front 998.5 106.6 13..4 97 110.0 2128 10-26-05 Lot 21 B Front 1000 103.9 13.0 94 110.0 2129 10-26-05 Lot 22 B Front 993.5 100.6 10.1 91. 110.0 2130 10-26-05 Lot 22 B Front 995.5 102.2- 14.3 93 110.0 2131 10-26-05 Lot 23 B Front 996.5 102.9 12.6 96 110.0 2132 10-26-05 Lot 23 B Front 998.5 1 105.3 11.8 96 110.0 2133 10-26-05 Lot 22 B Front 997.5 103.0 13.2 94 110.0 2134 10-26-05 Lot 22 B Front 999 106.1 1.0.7 96 1.10.0 2135 10-26-205 Sales Center 989.5 103.9 12.5 94 110.0 2136 10-26-05 Sales Center 989.5 101.1 10.6 92 11.0.0 2137 10-27-05 Lot 17 B Back 994 102.2 8.8 . 93 110.0 2138 10-27-05 Lot 17 B Back 996 I 1.00.4 10.9 91. 110.0 2139 10-27-05 Lot 18 B Back 997.5 104;1 I 11.6 95 110.0 2140 10-27-05 Lot 19 B Back 997 I 103.0 i 9.3 94 110.0 2141 10-27-05 Lot 20 B Back 996.5 106.1 13.2 96 110.0 2142 10-27-05 Lot 20 B Back 998 I 104.5 12.1 95 110.0 2143 10-27-05 Lot 2113 Back 997 .101.1 14.0 92110.0 2144 10-27-05 Lot 21 B Back 999 100.3 I 11.4 91 110.0 2145 10-27-05 Lot 22 B Back 993 105.1 I 13.2 96 110.0 2146 10-27-05 Lot 22 B Back 995 102.8 13.2 93 110.0 2147!, 10-27-05 Lot 22 8 Back 997 101.5 10.3 I0 92 110. 2148 ': 10-27-05 Lot 22 B Back 999 101.9 14.1 93 110.0 21491 10-27-05 Catc Housc 992. , 99.1 I 7.1 90 110.0 2150 10-27-05 I Gate House 994 100.6 I 8.3 91 110:0 2151 ` 10-28-05 Lot 1 A Front 996 101.6 I 13.1 92 110.0 2152' 10-28-05 ; Lot 1 A Front 998 101.9 11.5 93 110.0 2153 i 10-28-05 Lot 2 A Front 998 1.04.7 14.3 95 11.0.0 2154 10-28-05 Lot 2 A Front 1000 102.8 1 12.6 93 110.0 2155; 10-28-05 Lot'I A Front 1000: 103.4 12.1 94 110.0 2156 10-28-05 Lot 1 A Front 1002 100.2 15.1 91 110.0 21571 10-28-05 I Lot 2 A Front 1002 105.3 13.0 96 110.0 2158, 1.0-28-05 Lot 2 A Front 1003.5 101.2 11.6 92 110.0 2159' 10-28-05 Lott A Back 1003.5 103.1 10.7 94 110.0 . 21601 10-28-05 Lot 11 A Front PG 107.2, I 9.6 97 110.0 2161 1.0-28.05 ! Lot 11 A Back PG 103.8 11.1 94 110.0 2162 10-28-05 1 Lot 11 A Center PG 104.3 10.8 I 95 I 110.0 2163 10-28-05 Lot 10 A Front PG 101.5 12.6 92 I 110.0 2164 10-28-05 Lot'10 A Back PG 100.1 8.7 I 91 11.0.0 2165 10-28-05 Lot 10 A Center PG 102.6 11.0 93 110.0 • 2166, 10-28-05 Lot 9 A Front PG 105.4 9.3 96 .110.0 DATE: March 2, 2006 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Datc Tcstcd I Location • 2167 10-28-05 I Lot 9 A Back 21.68 1.0-28-05 j Lot 9 A Center 2169 10-28-05 I Lot 8 A Front I 2170 j 10-28-05 Lot 8 A Back 21711 10-28-05 I Lot 7 A Front 21721 10-28-05 ! Lot.7 A Back 2173' 10-28-05 ; Lot 6 A Front 21741 10-28-05 ! Lot A Back 2175 10-28-05 Lot 6 A Center 2176 10.28-05 I Lot A Front 2177 10-2&05 ' Lot 5 A Back 2178 10-28-05 I..ot 4 A Front 2179 10-28-05 Lot 4 A Back 2180 10-28-05 llot 4 A Center 2181 10-28-05 Lot A Front 2182 10-29-05 Lot 3 A Back 2183 10-28-05 Lot A Front 2184 10-28-05 Lot 2 A Back 2185 10-28-05 Lotl A Front 2186 10-28-05 Lot 1 A Back 2187 11-01-05 2188 11-01-05 2189 11-01-05 2190 11-01-05 21911 11-01-05 21921 11-01-05 2193 11-01-05 2194 11-01-05 2195 11-01-05 21961 11-01-05 2197 11-01-05 2198 11-01-05 2199'' 11-01-05 2200! 11-01-05 2201; 11-01-05 22021 11-02-05 2203 11-02-05 22041 11-02-05 • 2205 11-02-05 DATE: March 2, 2006 Lot 10 B Back I: of 10 B Front Lot 13 B Front Lot 13 B Back Lot 14 B Front Lot 14 13 Back I,ot 15 B Front Lot 15 B Front Lot 15 B Back Lot 15 B Back Retest I Lot 16 B Front Lot 16 B Back Lot 15 B Front Lot 15 B Back Lot 23 B Back Lot 23 B Back Lot 24 B Front Lot 24 B Front TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation Dry Density Densi % Moisture I Relative Maximum In Place I In Place I COmDactlon Densitv PG 103.7 11.0 94 110.0 PG 106.6 9.2 97 110.0 PC 102.4 12.5 93 II' 110.0 PG 102.7 13.0 93 1 110.0 PG 104,7 13'.1 95 110.0 PG 108.1 11.0 98 ! 110.0 PC 1 106.3 11.4 97 j 110.0 PC 103.4 14.1 94 I 110.0 PC 105.3 10.9 ' 96 110.0 PG I 100.9 145 92 1 110.0 PC 102.6 12.0 93 110.0 PG I 104.4 9.8 95 I 110.0 PC 107.1 11.:0 .97 1 110.0 PG 105.4 12.6 96 ; 110.0 PG 1 103.2 8.8 94 110.0 PC{ 1.03.5 10.4 94 i 1.1.0.0 PG 1 106.6 11.8 97 i 110.0 PG ' 1.02.4 12.4 93 I 110:0 PC I 99.39.1 . 90 11.0.0 PC i 100.7 9.6 92 110.0. 1003 1.0.4.0 9.395 1.10.0 1002 i 102.0 10.7 93 110.0 998 100.4 11.6 91 ! 110.0 998 103.3 13.1 94. 110.0 . 997 105.1 9.8 96 110.0 997 101.4 11.0 92 ! 110.0 . 992 100.1 10.7 91 j 110.0-, 994 100.6 10.2 91 110.0 992 103.7 '12,6 94 ! 110.0 994 104.8 10.1 95 110.0 99.3 8.7 90 110.0 99.4..5 102.5 12.3 95 110.0 995 105.6 13.4 96 110.0 996 103.4 10.8 94 110.0 996 106.8. 9.5 97 110.0 997.5 104.9 7.7..8 95 110.0 999.5 102.6 10.1 93 ! 110.0 997.5 106.7 13.4 97 + 11.0.0 999.5 103.5 9.6 94 1 110.0 Sladden Engineering. - • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Tate Tested Location TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 !Elevation DryDensiry I % Moisture I Relative I Maximum In Place In Place Compaction Dcnsitv SIadden Engineering 2206 11-02-05 Lot 24 B Back 996.5 100.3 11.1, 91 110.0 2207 11-02-05 Lot 24 B Back 998.5 104.1 10.0 95 110.0 2208 11-02-05 Lot 25 8 Front 997 101.1 12.4 92 110.0 2209 11-02-05 Lot 25 B Front 999 101.4 14.1 92 110.0 2210 11-02-05 Lot 25 8 Sack 998 1.0.4.4 9.7 95 110.0 " 2211 11-02-05 Lot 25 B Back 1000 103.6 8.8 94 110.0 2212 11-02-05 I Lot 26 B Front 995.5 ! 106.0 11.4 96 110.0 221.3 11-02-05 Lot 26 8 Front 997.5 102.5 I 9.9 93 110.0 2214 11-02-05 Lot 26 B Back 995 101.8 12.9 93 110.0 2215, 1.1-02-05 Lot 26 B Back 997 1031 I i 13.4 94 110.0 . 2216 11-03-05 I Lot 9 B Front PG 105.1 4.5 96 110.0 2217 11-03-05 Lot 9 B Sack PG 102.8 11..0 93 I 110.0 22181 11-03-05 + Lot 10 B Front PG 102.5 i 10.4 93 110.0 " 2219 i 11-03-05 Lot 10 B Back PG 104.0 j 12.3 95 I 110.0 11-03-05 Lot 11 B Front PG 1.00.5 I 11.1 91 I110.0 •2220 2.221 11-03-05 Lot 11 B Back PG 100.8 9.3 92 110.0 2222 11-03-05 Lot 12 B Front PG 103.1 12.8 94 110.0 2223 11-03-05 l,ot 12 B Back PG 105.7 12.1 96 110.0 2224 11-03-05 Lot 13 B Front -PG 106.9 9.7 97 110.0 2225 i 11-03-05 . ` Lot 13 B Back PC 104.4 9.2 95 110.0 22261 11-03-05i Lot 1413 Front PG 101,7 1.0.0 93 110.0 22271 11-03-05 Lot 14 B Back PC i 102.1 .10.5 _ 93 110.0 22281 11-03-05 1 Lot 1.5 S Front PC 105.5 '12.6 96 11.0.0 2229 11-03-05 I Lot 15 B Back PC 103.3 13.1 94q 110.0 2230; 11-03-05 Lot 1.6 8 Front PG107.1 8.8 97 " 110.0 22-31! i 11-03-05 I Lot 16 B Back PG 104.2 10.7 95 110.0 22321 11-04-05 Lot 17 B Front 997.5 1016 10.1 94 I 11.0.0 . 22331 11-04-05 Lot 17 B Back 998 105.4 11.5 96 i 110.0 2234 1 11-04-05 Lot 18 B Front 997.5 101.0 I 12.5 92 110.0 2235 11-04-05 Lot 18 B Back 998 100.6 9.8 91 110.0 22.361 11-04-05 Lot 19 B Front 999 104.3 14.6 95 I " 110.0 22371 11.-04-05 Lot 19 B Back 999 i 104.1 12.9 95 110.0 2238 11-04-05 Lot 20 B Back 1000 1.02.8 13.6 93 I 1.10.0 2239 11-04-05 Lot 21 B Front 1001.5 107.3 11.4 98 110.0 2240 11-04-05 Lot 21 B Back 1001 1.05.0 1.1.9 95 1.10.0 2241 11-04-05 Lot 22 B Front 1001 103.3 I 15.1 94 110.0 2242 11-04-05 Lot 22 B Back 700'i '104.6 I 13.0 95 110.0 • 2243 11-07-05 Lot 17 B Front PC i 103.3 I 9.0 94 110.0 r DATE: March 2, 2006 SIadden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. ! Date Tested l Location 2244 2245 2246 2247 2248 2249 2250 2251 2252 2253 2254 2255 2256 2257 •2258 2259 2260 2261 2262 2263 2264 2265 2266 2267 2268 2269 2270 2271 2272 2273 2274 2275 2276 2277 2278 2279 2280 • 2281 DATE: 11-07-05 11-07-05 11-07-05 11.-07-05 11-07-05 11-07-05 11-07-05 11-07-05 11-07-05 11-07-05 11-07-05 11-08-05 11-08-05 11-08-05 11-08-05 11-08-05 11-09-05 I1-09-05 11-09-05 11-09-05 1.1-09-05 11-09-05 11-09-05 11-09-05 11-09-05 11-09-05 11-09-05 1.1-09-05 11-09-05 11-09-05 11-09-05 11-09-05 11-09-05 1.1-09-05 11-09-05 11-09-05 I1-09-05 11-10-05 March 2, 20( Lot 1.7 B Back Lot 17 B Center Lot 18 B Front Lot 18 B Back Lot 18 B Center Lot 19 8 Front Lot 19 B Back Lot 1,9 B Center Lot 20 B Front Lot 20 B Back Lot 20 B Center Lot 118 B Lot 119 B Lot 120 B Lot 121 B Lot 122 B Lot 25 B Lot 25 B Lot 25 B Lot 26 B I-ot 26 B Lot 26 B Lot 27 3 Lot 27 B Lot 27 B Lot 2113 Lot 21 B Lot 21 B Lot 22 B Lot 22 B Lot 22 B Lot 23 B Lot 23 B Lot 23 B Lot 24 3 Lot 24 B Lot 24 B Lot 117 B TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06=02-120 ElevationDry Density in P1aec I % Moisture I In Place Relative Compaction Maximum Density PG 101.4 8.1 92' 110.0 PG 104.6 11.5. 95 110.0 PC 1005 7.9 91. 110.0 PG 102.8 10.7 93 110.0 PG 104.9 9.3 95 110.0 PG 106.1 11.4 96 1.1.0.0 PC 103.5 I 8.8 94 110.0 PG 105.3 12.4 96 110.0 PG 101.8 i II 11.0 93 110.0 PG 101.4 I 9.9 92 110.0 PG 104.0 10.7 95 110.0 3.0 BPG 110.2 8.4 98 112.0 3.0 BPC .1.10.2 125 98 112.0 3.0 BPC 10.4.3 14.7 93 ! 112.0 3.0 BPG 104.9 14.7 94 I 112.0 3.0 BPC 1.01..8 11.8 97 I' 112.0 PG 106.5 13.2 1 97 110.0 PG 99:9 7.1 91 110.0' PG 104.4 6.8 ! 95 ; 110.0 PC i 106.8 12.2 1 97 110.0 PG 101.2 5.0 92 110.0 PG 1 102.7 7.0 93 110.0 PC 101.8 7.9 ! 92 '11.0.0 PG 103.2 9.2 94 I 110.0 PG 104.1 11.6 I 95 '17.0.0 PC _ 99.6 11.1 91 1.10.0 PC 99.9 I 1.1.6 "91 I 110.0 PG 108.5 9.5 99 i 110.0 PG ' 99.0 5.9 90 110.0 PG 107.5 8.4 98 110.0 PG 103.8 15.1 94 110.0 PG 101.0 9.6 .92 1.1.0.0 PG 104.6 5.7 95 110.0 Ft 104.6 10.4 95 110.0 PG 101.0 9.9 92 110.0 PC 103.7. 12.8 94 110.0 PG 100.5 10.4 91 110.0 PG 1 1.03.4 1 9.2 1 94 1 110.0 Sladden Engineering PROJECT NAME: Madison Club LOCATION: La Quinta, California Test No. I Date Tested I Location TEST RESULTS PROJECT NO. 522-4810 REPORT NO: 06-02-120 ElevationI Dry Density % Moisture Relative Maximum In Place In Place Compaction I Dcnsity PG 2282 11-10-05 96 Lot 117 B 108.8 2283 11-10-05 PG Lot 118 B 9.6 2284 1.1.-10-05 I' Lot 118 B 96 2285 I 11-10-05 11.7 Lot 11.9 B PC 2286 1110-05 98 Lot 119 B 109,1 2287 11-10-05 1.0 BPC Lot 40 0 12.2 2288 11-10-05 100.6 Lot 40 B 92 2289 11-10-05 12,6 Lot 11813 1.0 BPG 2290 11-10-05 91 Lot 119 B 102.0 2291 11-10-05 PG, Lot 120 8 I 9.5 2292 11-10-05' 107.9 Lot 121 B 98 2293 I1-10-05 13.:1 Lot 1.22 B PG 2294:! 11-10-05 99 Lot 29 B I 108.9 2295; 11-10-05 PG Lot 29 B 11.4 2296 11-10-05 i 105.0 Lot 29 B ! 95 2297 11-10-05 1 Lot 28 B PG 2298 11-10-05 i Lot 28 B 108.5 2299 11-10-05 'PG Lot 28 B 1 6.2 2300 11-10-05 108.8 Lot 30 B 99 2301 11-10-05 7.4 Lot 30 B PG 23021 11-10-05 98 Lot 30 B 100.4 2303 11-14-05 PG I,ot 31 B j 11.2 2304: 11-14-05 103.3 Lot 31 B 94 23051 11-14-05 8.1 Lot 3213 PC 2306; 1.1-14-05' ; Lot 32 B 103.1 2307; 11-14-05 Lot 36 B 108.6 23081 11-14-05 ! Lot 36 B 108.4 23091 11-14-05 Lot 35 B 104.7 23101 11.-1.4.-05 j I Lot 35 B 108.2 2311. I 11-15-05 Lot 39 B. 101.7 2312 11-15-05 Lot 39 B 1.03.1 2313 11-15-05 Lot 38 B 100.1' 2314, 11-15-05 Lot 38 B 23151 11-15-05 Lot 37 B 2316, 11-15-05 Lot 37 B 231.7 11-15-05 Lot 33 B 2318 11-15-05 I Lot 33 B 11-15-05 Lot 34 B •2319 2320 11-15-05 Lot 34 B DATE: March 2, 2006 TEST RESULTS PROJECT NO. 522-4810 REPORT NO: 06-02-120 ElevationI Dry Density % Moisture Relative Maximum In Place In Place Compaction I Dcnsity PG 105.3 11.8 96 PG 108.8 9.8 99 PG 103.4 9.6 93 PC 105.3 10.2 96 PG 109.1 11.7 99 PC 108.3 9.8 98 PG 109,1 11.5 99 1.0 BPC 99.9 12.2 91 1.0 BPG 100.6 11.9 92 1.0 BPC 100.0 12,6 91 1.0 BPG 99.8 14.4 91 1.0 BPC 102.0 1.1..4 93 PG, 109.2 I 9.5 99 PC 107.9 1 7.7 98 PG 108.2 13.:1 99 PG 108.9 14.6 99 PC I 108.9 8.3 99 PG I 109.1 11.4 99 PG i 105.0 15.1 ! 95 PC 104.0 15.2, J� 95 PG 105.9 14.2 1 96 PC 108.5 7.5 99 'PG 108.0 1 6.2 98 PG 108.8 I 7.1 99 P.G 104.5 7.4 95 PG 107.5 11..7 98 PC 100.4 6.4 91 PG 102.5 j 11.2 I - 93 PG 103.3 15.1 94 PG 109.0 " 8.1 99 PC 108.7 6.0 99 PG 103.1 15.1. 94 PC 108.6 9.5 99 PG 108.4 11.9 98 PG 104.7 7.3 I 95 PC 108.2 7.5 98 PG 101.7 10.8 93 PG 1.03.1 8.3 94 PG 100.1' 6.1 92 110.0 110.0 1.1.0.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1'10.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1.10.0 1.1 0.0 110.0 110.0 110.0 110.0 110.0 110.0 1.1.0.0 110.0 110.0 Sladden Engineering • PROJECT NAME: Madison Club LOCATION: La Quinta, California Tcst No.: Date Tested Location El 2321 11-17-05 2322 11-17-05 2323 11-17-05 2324 11-17-05 23251 11-17-05 2326 11-17-05 2327, 11-17-05 2328 11-17-05 2329 11-17-05 2330 I1-17-05 2331 11-17-05 23321 11-17-05 23331 11-21-05 2334 11-21-05 2335 11-21.-05 2336 11-21-05 2337 11-21.-05 2338 11-21-05 2339 11-21-05 2340; 11.-21-05 2341 11-21-05 2342: 11-21-05 23431 11-21-05 2344: 11-21-05 2345 11-21.-05 2346 11-21-05 2347 11-21-05 2348 11-21-05 PC 106.8 23491 11-28-05 2350 1.1-28-05 I 2351 i 01.-04-06 2352 01-04-06 2353 01-04-06 235.4 01-04-06 2355 01-04-06 DATE: March 2, 2006 Lot 120 B Lot 120 B Lot 121 B Lot 121 B Lot 122 B Lot 122 B Lot 82 B Lot 82 B Lot 8'1 3 Lot 81 B 'Lot 8013 Lot 80 B Lot 43 B Lot 43 B Lot 42 B Lot 42 B Lot 41 B Lot 41 B Lot 48 B Lot 48 B Lot 47 B Lot 47 B Lot 46 B Lot 46 B Lot 45 B Lot 45 B Lot 44 B Lot 44. B Lot 63 B Lot 63 B Sales Office Sales Office Sales Office Sales Office Sales Office TEST RESULTS PROJECT NO: 522-4810 REPORT NO: 06-02-120 Elevation I Dt'Y Y Densit % Moisture Relative I Maximum In Place I . In Place I Comnaction I Densitv PC 109.1 PG 103.5 PC 105.2 PC 109.0 PC 105.1 PG 106.7 PC 103.1 PC 108.1 PC 104.4 PG 105.9 PC 103.1 PC 99.9 PC 1.09.1 11G 1.08.1 PC 109.1 PC 1.08.9 PC 106.8 PC 109.1 PC 1.07.3 PC 108.7 PC 106.7 PG 105.9 PC 108.8 PC j 109.1 PC 108.7 PC 107.7 PC 107.8 ' PC 106.7 PC 1.07.9 PC 106.2 5.0 BSC 101.9 4.0 BSG 99.9 2.013SG 99.8 . 5.0 BSC 98.1 3.0 BSG i 99.9 9.9 99 110.0 16.5 94 110.0 11.1 96 110.0 1.3.7 99 110.0 11.4 96 110.0 13.3 97 110.0 819 94. 110.0 8.9 94 110.0 13.6 95 110.0 12.8 '96 110.0 11.9 94 110.0 10.6 91 110.0 11.4 99 110.0 13.1 98 110.0 12.4 99 110.0- 10.0.11.9 11.9 99 110.0 13.1 97 110.0' 11.6 99 11.0.0 7.4 97 110,0 7,0' 99 1 110.0 6.1 97 1 110.0; 7.1 96 110.0 6.5 99 110.0 6.1 99 ( 110.0 7.1 99 110.0 6.5 98 1.1.0.0 10.2 98 110.0 9.4 97 110.0. 10.2 98 110.0 10.4. 97. 110.0 9.7 93 109.0 8.3 92 109.0 9.6 92 109.0 10.6 90 109.0 15.4 92 109.0 Sladden Engineering Date Paid: Monday, April 20, 201S Paid By: COLIN & ADELE HODGSON Cashier: MRA Pay Method: CHECK 104213 Printed: Monday, April 20, 2015 12:03 PM 1 of 1 llcfw� City of La Quinta VENDOR: 07559 HODGSON, COLIN AND ADELE DATE ID PO # DESCRIPTION 6/18/2014 12663 REFUND OVERPAYMENT City Of I8 Qulrita WELLSFARGO 11 Q✓12-10{8'i 78.495 Calle Tanap,�a ' La 4uinta, CA 92253 (760)777-7150 PAY ---One Hundred Thirty One Dollars and 72/100 Cents --- TO THE HODGSON, COLIN AND ADELE ORDER 9353 RODEY MESA PLACE OF CONOGA PARK, CA 91304- GL ACCT # 101-0000-42600 CHECK TOTAL CHECK NO: 104213 08/22/2014 AMOUNT 131.72 131.72 CHECK NO: 104213 DATE PAY •THIS AMOUN7 /' 1 C-) AU IORI- ] Slil nATUU u rlioaaro slGwnrulie III LID L,2L3111 1:L2L0002L,8i: Ili 4L59282482110 �Sr.y .s Y. �. .�w� r/ R��. nJ�•.. f F, h '..N4if - 1�1�,+� :r. .f s T7- •.F.- I�L•%�. w �, �,.r. a, ra�.�.yr . _..l �4 DEMAND / CHECK REQUEST y �FM OF Qti Xvx, Return check to requestor Mail check Name / Title of person requesting check MONIKA RADEVA, EXECUTIVE ASSISTANT U G Department individual is associated with: COMMUNITY DEVELOPMENT DEPARTMENT a Check payable to: DGSO 7`] %;-) / Amount: $ 131.72 ( ame �(Venddr-NO.)� 9353 RODEY MESA PLACE Account Number: 101-0000-42600 (Address) CONDGA PARK, CA 91304 Project Number: BP 2014-859 Check description and invoice number: REFUND OF OVERPAYMENT OF PLAN CHECK FEES FOR BUILDING PERMIT 14-859 ADDRESS: 52-451 MERIWETHER WAY, LO. ate APPROVED FOR PAYMENT (Finance Department Use Only) BY: ACCOUNT NO. DESCRIPTION �4 DEMAND / CHECK REQUEST w CAM oF'�+wa XXX Return check to requestor Mail check Name / Title of person requesting check MONIKA RADEVA, EXECUTIVE ASSISTANT Department individual is associated with: COMMUNITY DEVELOPMENT DEPARTMENT Check payable to: COLIN AND ADELE HODGSON Amount: $ 131.72 (Name) (Vendor No.) 9353 RODEY MESA PLACE 101-0000-42600 Account Number: _ (AA 6&r —es s CONOGA PARK, CA 91304 BP 2014-859 _ Project Number: Check description and invoice number: REFUND OF OVERPAYMENT OF PLAN CHECK FEES FOR BUILDING PERMIT 14-859 ADDRESS: 52-451 MERIWETHER WAY, LQ ( ate APPROVED FOR PAYMENT (Finance Department Use Only) BY: BY: ACCOUNT NO. DESCRIPTION File Edit Commands Help UNGARD'PUBUC SECTOR NaviLine r Application 14-00000859 Bonds Contractor escrow Fees 0 Glotal -'alance due Inspection history h;liscellaneous informati Names Permits Plan tracking Receipts. ® Square footage calculati 0 structures 'Valuation calculations 4 Print Cancel 'Y Exit IV Refresh Land inquiry Documents Property Information Address: 52451 MERI'NETHER 'NY LA QUINTA, CA 92253 Location ID: 54186 Owner name: EAST OF MADISON LLC APN: 767-200-998-30-330762- Alternate ID: Zoning: RL LO'N DENSITY RESIDENTIAL Contractor Information Contractor Name: * [INNER Contractor Number: Type: Status: Contractor Requirements Doc Number { ✓P Application Information Application desc: NEN SINGLE FAMILY DAIELLING Application status: IN PLAN CHECK Status Date: 6/13/2014 Application type: DWELLING - SINGLE FAMILY D Application date: 6/13/2014 Valuation: 897203 Outstanding Inspections Insp Schedule Confirmatio Type ID Date Number Q DRYPACK Q FOOTINGS q GRADE BEAM rah 20(��J. qQ 2066.00 CITY OF LA QUINTA *** CUSTOMER RECEIPT *** Date: 6/18/14 01 Receipt no: 12663 Year Number Amount 2014 859 52451 MERIWETHER WY LA QUINTA, CA 92253 BP BUILDING PERMITS $2000.80 Trans number: 213326 HODGSON, COLIN & ADELE Tender detail CK CHECK 2446 $2000.00 Total tendered $2000.00 Total payment $2000.00 Trans date: 6/18/14 Time: 14:57:18 *** THANK YOU FOR YOUR PAYMENT *** ....,.............. ..;........ *-....r_. FOR QUESTIONS PLEASE CALL 769-777-7150 4 4 aabtm P.O. BOX 1504 --luilding c 78-495 CALLE TAMPICO 1dress 1 LA QUINTA, CALIFORNIA 92253 Mailing Address ?, City ; Zip Tel. -q�:,J Contractor Address City Zip Tel.: -� li.:�� i i l rlr I ! J ') i - .State Ltc. City & Classif. _ LIC. # Arch., Engr., Designer Address Tet. City Zip State Lic. # r-1 Si 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 DATZ OWNER -BUILDER DECLARATION I hereby effIm1 that I am exempt from Itic Contractor's Licen:w Law for the following reason: {Sac. 7081.5, I3uslness and Prolesslor�s Godr3: My clly ar saunfy wllfch raqulres a perrnit fo carlalrucr, alter, Improve, domallsh, orropair any stnrotura, prlar In its issuance also —•equlms fho appNcanf for such permM !v file a sl+led s!a[em+3rlt lira! Ile IS licensed purs0arlf to Prevrsfens of the Corl[racror's License Law, haptor s (cornmanc7ngg w1[h Secllor+ 7000J a! rsfon 3 of the Business aria Prafesalons Cpdr., orlhal he is exempt thoretmm, Qnd tiro basis i [ha alleged exemption- Airy viol&lion ar SacYlon f637.5 byany appllcarlr Iwo parittlr subjects Iho applicant to a dull perrafly of nol more than ri hu+ldred dollars {$500). ❑ I, as owner of the properly, er my employees wit wages as Shetr solo compensation, will do the wurle, end the slfuctura Ls riot Intended or offered for sale. (Sac. 7044, t3aainasa aria Pmles- alans Cade: TI1e Contrecfar's Llcenab [mow does +ror apply t0 an owner of properly who builds prlmprovas rharean and who [fops such work himself or tip uplr his pwrl errsployyaaes, panrlded +hat such Improvomonls are +tot intended or offo ad for Salo. If, however fho bulldinp nr 1m- provament i5 sold INllhfrl one year nl completion, the ownaflbulkfar will have fhe harder of proving than he did riot build w Improve far fho purpose of saleJ. rJ 1, as owner of the property, am exclusively conlracting with Ilceneed contraclor5 to construct the project. ($ac- 7044, Business and Professions Coda: The Contractor'a License Law does r1o! apply to an owner of property who bands or Improves Maroon, and when contracts for Stich projecI. whh a cpnfraclor{sj ❑cpr sad pursuant to the Cmiractar's License Law.) O 1 am exempt under Sec. B, & P.C. for this reason 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. it, after making thls Cadificala of Exemption you should become subject Ia the Workers' Compensation provisfons of fire Labor Code, you must forthwith comply with such provisions or this permit shag 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 �iration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. 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 APPLICATION ONLY BUILDING: TYPE CONS? \/L,; OCC. GRP. ? /2 A.P. Number =t I' 2 L A) - J-2- 2- Legal Description Project Description.-rlrcl�-��-�)r�f.f-rfr— Sq. Ft. No. , , Stories No. Dw. Units _Size New',q Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. I�— Electrical Plumbing S.M.I. {i4 Grading Driveway Enc, Infrastructure Fjl P .Y TOTAL - REMARKS 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 Lin FINAL DATE INSPECTOR Issued by: Date Permit Validated by, Validation: YELLOW = APPLICANT PINK = FINANCE