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13-0133 (SFD)TihfP.O. BOX 1504^� VOICE (760) 777-7012 78-495 CALLE TAMPICO ✓ le - FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 5/17/13 Application.Nur6er: 13-00000133 ;+ Owner: Property Address: 53732 VIA PISA COASTAL REAL ESTATE INVEST APN: 777-190-015- - - P.O. BOX 1144 Application description: DWELLING - SINGLE FAMILY DETACHED LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL (760) 771-4722 Application valuation: 462407 k!f Contractor: Applicant: Architect or Engine SUN VISTA DEVELOPMENT CORP P.O. BOX 1144 c)v AOUINTA LA QUINTA, CA 92247 FINANCE DEPT. (760) 771-4722 Lic. No.: 744091 -------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Cod , and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License CI ss: B Licen No.: 744091 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is y ,, issued. ✓atr 0Z Contractor: _ 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 OWNER -BUILDER DECLA ION 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).: 1 _) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT insurance carrier and policy number are: Carrier STATE FUND Policy Number 903738513 I Certify that, in the performance of the work for whish this permit is issuad, I shall hot ympiny 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 ^37000 of the Labor Cod , I sWall ADrThwith comp with those provisions. 44 Date:OVI Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAG IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety 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 ofthis county to enter poo the above-mentioned property f msp ,ion urposas. Date�� Signature (Applicant or Agent): Application Number . . . 13-00000133 ------ Structure Information NEW SFD ----- Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/LONG <=10 Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 4.00 FIRE SPRINKLERS YES GARAGE SQ FTG 1091.00 PATIO SQ FTG 917.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 5177.00 Permit BUILDING PERMIT. Additional desc . Permit Fee . . . . 1910.00 Plan Check Fee 1241.50 Issue Date . . . . Valuation . . . . 462407 Expiration Date . . 11/13/13 Qty Unit Charge Per Extension BASE FEE 639.50 363.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 1270.50 Permit ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 233.02 Plan Check Fee 58.26 Issue Date . . . . Valuation . . . . 0 Expiration Date 11/13/13 Qty Unit Charge Per Extension BASE FEE 15.00 5177.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 181.20 1091.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 21.82 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Issue Date' Expiration Date 11/13/13 Plan Check Fee . . .00 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL LQPERD1IT 0 Application Number Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 187.00 Issue Date . . . . Expiration Date . . 11/13/13 13-00000133 Plan Check Fee . . 46.75 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 3.00 11.0000 EA MECH FURNACE >100K 33.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 16.5000 EA TECH B/C >3-15HP/>100K-500nTU 49.50 10.00 6.5000 EA MECH VENT FAN 65.00 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Permit . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . PLUMBING 225.00 11/13/13 Plan Check Fee . . 56.25 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 6.0000 EA PLB FIXTURE 144.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 5177 sf SFD. TYPE V -B W/ SPRINKLERS. 2010 CODES. 2013 DIF. TUMF. ARCHITECT: DAVID W. HELTON C-32640. **PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ'S and DRIVEWAY APPROACH** ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 656.02 BLDG STDS ADMIN (SB1473) 19.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 ENERGY.REVIEW FEE 124.15 DIF FIRE PROTECTION -RES 433.00 HOURLY PLAN CHECK 770.00 DIF LIBRARIES - RES 344.00 LQPERMIT w Application Number . . . . 13-00000133 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . MULTI -SPECIES (MSHCP) FEE 1254.00 DIF PARK MAINT FAC - RES 40.00 DIF PARKS/REC - RES 2048.00 STRONG MOTION (SMI) - RES 46.24 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary Charged Permit Fee Total 2570.02 Plan Check Total 1402.76 Other Fee Total 11600.85 Grand Total 15573.63 LQPEFNIIT Paid Credited Due .00 .00 2570.02 750.00 .00 652.76 .00 .00 11600.85 750.00 .00 14823.63 _- � uulctcv P.O. BOX 1504 Building � � 78-495 CALLE TAMPICO Address S3 73 Z V / A / S LA QUINTA, CALIFORNIA 92253 Owner �as -% / RIC4 f.S �e �.n^v4 rr►e� Mailing Address 'Po QOX 7/41/1/ a Q�� hist "92253 b a -77/-'l ntractCor J�I1 V! S � / J � ✓sem_ �e,OI�'1c/9T' K // 14'1�r vin �f Zip p 9azs3- -9R) 7 7/-q 7 2 & Classif. 7 y y o 9 I Lic. # Arch., Engr., Designer 1- 1-f.6.4 �y � Address Tel. /7y/ �s'V//L �vG�• Cit zi Limi3 Z t#&( YO 27 8a LICENSED CONTRACTOR'S DECLARATION I hereby affirm that 1 m licensed under rovisions of Chapter 9 (commencing with action 7000) of Divisi 3 he fines C de, and my license is in II fo a and effect. ea %3 SIGNATURE DATE OWNER-BUILDERLARATION I hereby affirm that I am exempt from th Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to became subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.' If, alter making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT fir '///d%i APPLICATION ONLY BUILDING: TYPE CONST•5f'01 OCC. GRP. A.P. Number 7 7:7 — / 9 01, Legal Description - Project Description Minimum Setback Distances: 1 1t5ef sack frorn Ifinter Lin FINAL Issued by:— Validated by: Validation: YELLOW = APPLICANT Street Setback Setback�om P PINK = FINANCE Sq. Ft. p0 Size No. Stories No. Dw. Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: 1 1t5ef sack frorn Ifinter Lin FINAL Issued by:— Validated by: Validation: YELLOW = APPLICANT Street Setback Setback�om P PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: Ar4OUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT:. COMM/IND. AMOUNT: DATE: RECEIPT: CHECK#: 7rnALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: LoastaLRea11ER tZInv, I ! Owner's Name: Coastal Real Estate Inv, Inc. Project Address: 53-732 Via Pisa, La Quinta, CA Project Description: New Single Family Dwelling APN: 777-190-015 Tract #: Type of Development: Residential XX1 Commercial Total Square Feet of Building Area: 5,132 Sq. Ft. Date: May 20, 2013 Phone No. Lot #'s: Industrial Certification of Apptiicant/Owners: The person signing certifies that the above information is correca 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: �� /]� Signature: ************************************************,�r********************** 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 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 5,132 $3.20 $16,422.40 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Leticia Torres, Facilities Analyst Note: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FM AND STATEML?T%T 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 pa riod 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 arplicable 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 det4rmined by the School District, and up to three (3) such extensions may be granted. MV:c/mydocs'dcvlecsiccrtiiicatc ofcompliance Ibrm updated 3-2007 11/2010 05/20/2013 15:06 7607714922 SUNUISTA FA�L -�160 �'6// May 13, 2013 Mr. Rob Capetz Coastal .Real Estate Investments, Inc. PO Box 144 Iia Quinta, CA 92253 RE: Coastal #2/Lot 290 at 53732 Via Pisa Final Design Review #3 PAGE 01/01 Dear Mr. Capetz: The Hideaway Design Review Committee (DRC) reviewed and approved "the revised Final Design submittal received for Lot. 290 on Via Pisa subject to the following comment being addressed prior to the request -for Setback. Observation, 1. The request for encroachment at the Mechanical Room. could not be approved. Please revise the mechanical room to fit within the allowable setbacks. Please contact Brook Marshall at (760) 219-8057 or by email at Brook@dc.rr.com with any questions or to schedule your Fre-Construction Meeting at the lot once a Building Permit has been obtained. Sincerely, Hideaway Design Review Committee cc; dim(�Flcltondcford.com (;iugtnvo Magona DRC File PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF. BANNING BEAUMONT CALIMESA CANYON LAKE- COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 . JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax(760)863-7072 www.rvcfire.org September 18, 2013 Holland Fire 1600 Meadowlark Way Roseville, CA 95661 Re: Residential Fire Sprinkler Plan Review LAQ-13-RS-066 53-732 Via Pisa La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personne and are approved with the following conditions: A minimum of one spare fire sprinkler head of each type and temperature rating along with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum '/ inch letters, shall be affixed adjacert to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections: specialist. DO NOT rsmove this sign. The following inspections/tests are required to be witnessed by the F re Department Planning Division staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (b) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. . All questions regarding the meaning of these conditions should be re -erred to the Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schu e inspection. J' t t� Sincerely, r Jas DhStubble Fire Safety Specialist $lectronically Filed by Tim Scott and Authenticated at CalCERTS.com - 1/25/2013 Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2)13 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name New Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Add itior/Alteration Date 1/25/2013 Project Address 53-732 Via Pisa, The Hideaway La Quint California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,132 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures --If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 9: of 5 Status Roof Wood Framed Attic R-38 5,132 Radiant Ba a 4 1New Wall Wood Framed New Slab Unheated Slab -on- ra2 Perim = 482' New Door Opaque Door BUILDING & 24 New -133 M 2 2 X013 COM1 I�Jnv OA41,2,;�nv FENESTRATION Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Left (N) 195.0 0.390 0.32 none none Bug Screen New Rear (E) , 176.0 0.3907, - D.32nonew none )---,,-Bug Screen a _. New Rear (SE) 36.0 0.390 0.32 none' 6 none 'Bug Screen -. New Right (S) _,,1254.8 IJ 10.390 0.32 none ,'n`one Bug Screen `, New Right is) 17 16.0 /r k 0.550 0!39 none `I none -Bug Screen -, -t . ? ` eNew Front (W),.,' ' 430.0f ` '0.390_�e 6.32 `•-none' none.,, ._ Bug Screen' - +*�'J�%1(°New Rear (E) 160.0 0.390 0.32 2.0 none Bug Screen New Rear (E) 205.0 0.390 0.32 15.0 none Bug Screen New Right (S) 230.0 0.550 0.39 15.0 none Bug Screen New Right (S) 110.0 0.390 0.32 10.0 none Bug Screen New Front (w) 18.0 0.390 0.32 15.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status • 1 Central Furnace 80% AFUE - Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New 2 - Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling • Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8..0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented so New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 80 New WATER HEATING Ot . Type Gallons Min. Eff Distribution, Status 2 Small Gas 75 0.65 All Pipes Ins New EnergyPro 5.1 by Ener Soft User Number. 6712 RunCode: 2013-01-25710:36:16 ID: Pae 1 of 9 aeg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Prodder: Ca10ERTS, Inc Nil Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 1/25/2013 .Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2013 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name New Residence Building Type m Single Family 0 Addition Alone 0 Multi Family O Existing+ Addition/Alteration Date 1/25/2013 Project Address 53-732 Via Pisa, The Hideaway La Quint California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,132 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Front (w) 80.0 0.950 0.49 2.0 none Bug Screen New Front (VIO 120.0 0...3r90:�:-0.32.--..10:0-1 none ,per--_•-- Bug Screen New `fes HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status WATER HEATING Ot . Type Gallons Min. Eff Distribution Status Ener Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2013-01-25710:36:16 ID.' Page 2 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 1/25/2013 Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2M13 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name New Residence Building Type ®Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Add itio.-i/Alteratio n Date 1/25/2013 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 erforcement 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 HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 4C sf and each zone must have a se arate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential A endix RA3.3 must be met. H GH MASS Design - Verify Thermal Mass: 788.0 ft2 Covered Slab Floor, 3.500" thick at Zone 1 Master Suite HIGH MASS Design - Verify Thermal Mass: 422.0 ft2 Exposed Slab Floor, 3.500" thick at Zone 1 Master Suite HIGH MASS Design - Verify Thermal Mass: 332.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 4-01fice HIGH MASS Design - Verify Thermal Mass: 63.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 4 -Office The HVAC System HVAC 2 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 inResidential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 371.0 ft2 Covered Slab Floor, 3.500" thick at Guest Suite HIGH MASS Design - Verify Thermal Mass: 72.0 112 Exposed Slab Floor, 3.500" thick at Guest Suite The HVAC System HVAC 3 & 4 must serve only Living Areas. The non -closable area between zones cannot exceed 4G 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: 182.0 ft2 Covered Slab Floor, 3.500" thick at Living Zone HIGH MASS Design - Verify Thermal Mass: 2,526.0 ft2 Exposed Slab Floor, 3.500" thick at Living Zone HIGH MASS Design= Verify Thermal Mass: 316.0 112 Covered Slab Floor,' 3.500" thick at Bedroom 3 HIGH MASS Design - Verify Thermal Mass: 60.0 R2 Exposed Slab Floor, 3.500" thick at Bedroom 3 HERS REQUIRED VERIFICATION //j jjJ J .n� ( .. , -.-r. Items in thisk*sectionT require fi.eld testig-and/o.wr verification by a certified HERS Rater:"The rnsp:4'3ctor must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ANB660/58CVX110 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is ;equired to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ANS624158CVX070 includes credit for a 13.0 EER Condenser. A certified HERS rater r ust field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is : equired to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ANS660/58CVX110 includes credit for a 12.5 EER Condenser A certified HERS rater rust field verify the installation of the correct Condenser. The HVAC System HVAC 3 & 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 & 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ener,gyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-01-25710:36:16 ID: Page 3 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 1/25/2013 Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2013 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name New Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/25/2013 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 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 _ 0r, 7,. Items intfiis section require field testing andlor 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. Ener.QvPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-01-25710:36:16 ID: Page 4 of 9 Peg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 1/25/2013 Electronically Signed at CalCERTS-com by David W Helton (Helton, Deford & Associates) 1/25/2013 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date New Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 1/25/2013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 4.80 5.02 -0.22 Space Cooling 55.56 50.06 5.49 Fans 11.07 15.00 -3.93 Domestic Hot Water 7.11 7.65 -0.54 Pumps 0.00 0.00 0.00 Totals 78.53 77.74 0.79 Percent Better Than Standard: 1.0% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (w) 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (w) 1,338 248 Fuel Available at Site: Natural Gas (N) 1,895 195 Raised Floor Area: 0 (E) 1,338 577 Slab on Grade Area: 5,132 (S) 1,664 601 Average Ceiling Height: 12.1 Roof 5,132 0 Fenestration Average U -Factor: 0.44 TOTAL: 1.621 Average SHGC: 0.34 Fenestration/CFA Ratio: 31.6% REMARKS- S 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, 1/25/2013 Address 77-085 Michigan Drive Name Tim Scott Ci /State/Zi 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 Helton, DeFord & Associates Address 1261 N. Big Spring Street Name Jim Deford City/State/Zip Anaheim, Ca 92807 Phone (909) 957-4550 Signed License # Date EnerqvPro 5.1 by Ene Soft User Number: 6712 RunCode: 2013-01-25710:36:16 ID: Page 5 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 1/25/2013 Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2013 r1 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name New Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/25/2013 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 1,210 0.026 R-38 270 0 New 4.2.1-A9 Zone 1 Master Suite Wall '283 0.069 R-21 0 90 New 4.3.1-A6 Zone 1 Master Suite Wall 238 0.069 R-21 90 90 New 4.3.1-A6 Zone 1 Master Suite Wall 14 0.069 R-21 135 90 New 4.3.1-A6 Zone 1 Master Suite Wall 276 0.069 R-21 180 90 New 4.3.1-A6 Zone 1 Master Suite Wall 45 0.069 R-21 270 90 New 4.3.1-A6 Zone 1 Master Suite Slab 788 0.730 None 0 180 New 4.4.7-A 1 Zone 1 Master Suite Slab 422 0.730 None 0 180 New 4.4.7-A 1 Zone 1 Master Suite Roof 395 0.026 R-38 270 0 New 4.2.1-A9 Bdrm 4 -Office Wall 108 0.069 R-21 0 90 New 4.3.1-A6 Bdrm 4 -Office Wall 241 0.069 R-21 180 90 New 4.3.1-A6 Bdrm 4 -Office Wall 25 0.069 R-21 270 90 New 4.3.1-A6 Bdrm 4 -Office Slab 332 0.730 None 0 180 New 4.4.7-A1 Bdrm 4 -Office Slab 63 0.730 None 0 180 New 4.4.7-A1 Bdrm 4 -Office Roof 443 0.026 R-38 270 0 New 4.2.1-A9 Guest Suite Wall 271 0.069 R-21 0 90 New 4.3.1-A6 Guest Suite FENESTRATION SURFACE DETAILS ID Type Area LI -Factor SH C2 Azm Status Glazing Type Location/Comments 1 Window 24.0 0.390 NFRC 0.32 NFRC 0 New Double Non -Metal Tinted Zone 1 Master Suite 2 Window 120.0 0.390 NFRC 0.32 NFRC 90 New Double Non -Metal Tinted Zone 1 Master Suite 3 Window - '56.0 0.390 NFRC 0.32 NFRC 90 New Double Non -Metal Tinted Zone 1 Master Suite 4 Window 36.0 0.390 NFRC 0.32 NFRC 135 New Double Non -Metal Tinted Zone 1 Master Suite 5 Window__. ,_... 56.0 0.390 NFRC _ -0.32 NFRC___ _._-_..180 New_- Double Non -Metal_ Tinted..,-,-. Zone 1 Master Suite 6 Window N 32.0 0.390 NFRC 0.32 NFRC 180 New NJ Double Non -Metal Tinted' 1 Zone 1 Master Suite 7 Window '20.0 0.390 NFRC ! 0.32 NFRC 180 New Double Non -Metal Tinted ' Zone 1 Master Suite 8 Window 6.Q =x;0.550 NFRC 0.39 NFRC „-4 180 New -'F Pocket Doors r Zone 1 Master Suite 9 Window 6.0 0.390 NFRC 0.32 NFRC k 0 New Double Non -Metal Tinted + Bonn 4 -Office it% 10 Window )36.0 r 0.390 NFRC 0.32 NFRC 40 New . s Double Non -Metal Tinted 1 Bdrm 4-Office'i 11 IwindowX r L-13.8 _0.390 NFRC X0.32 NFRC "180 New Double Non-Metal.Tintede' BdrM 4 -Office -1-00 12 Window 13.8 0.390 NFRC 0.32 NFRC 180 New Double Non -Metal Tinted Bdrm 4 -Office 13 Window 76.0 0.390 NFRC 0.32 NFRC 180 New Double Non -Metal Tinted Bdrm 4 -Office 14 Window 9.0 0.390 NFRC 0.32 NFRC 0 New Double Non -Metal Tinted Guest Suite 15 Window 24.0 0.390 NFRC 0.32 NFRC 0 New Double Non -Metal Tinted Guest Suite 16 Window 6.0 0.390 1 NFRC 0.32 NFRC 0 New Double Non -Metal Tinted Guest Suite (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 Window Exterior Shade Type SHGC HqA Wd Ove hanq Left Fin Len H t LExt RExt Dist Len Ri ht in H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug 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 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 JBug Screen 0.76 16 JBug Screen 0.76 EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-01-25710:36:16 ID: Pa e 6 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 1/25/2013 Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name New Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512013 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Wall 95 0.069 R-21 90 90 New 4.3.1-A6 Guest Suite Wall 276 0.069 R-21 180 90 New 4.3.1-A6 Guest Suite Wall 190 0.069 R-21 270 90 New 4.3.1-A6 Guest Suite Slab 371 0.730 None 0 180 New 4.4.7-A1 Guest Suite Slab 72 0.730 None 0 180 New 4.4.7-A1 Guest Suite Roof 2, 708 0.026 R-38 270 0 New 4.2.1-A9 Zone 3 Great/Game/Kitch will 874 0.069 R-21 0 90 New 4.3.1-A6 Zone 3 Great/Geme/Kitch Door 24 0.500 None 0 90 New 4.5.1-A4 Zone 3 Great/Game/Kitch Wall 279 0.069 R-21 90 90 New 4.3.1-A8 Zone 3 Great/Game/Kitch Wall 89 0.068 R-21 180 90 New 4.3.1-A6 Zone 3 Great/Game/Kitch Wall 700 0.069 R-21 270 90 New 4.3.1-A6 Zone 3 Great/Game/Kitch Slab 182 0.730 None 0 180 New 4.4.7-A1 Zone 3 Great/Game/Kitch Slab 2,526 0.730 None 0 180 New 4.4.7-A1 Zone 3 Great/Game/Kitch Roof 376 0.026 R-38 270 0 New 4.2.1-A9 Bdrm 3 Wall 140 0.069 R-21 D 90 New 4.3.1-A6 Bdrm 3 Wall 1 1351 0.069 R-21 90 90 New 14.3.1-A6 JBdrm 3 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 17 Window 6.0 0.390 NFRC 0.32 NFRC 180 New Double Non -Metal Tinted Guest Suite 18 Window 13.8 0.390 NFRC 0.32 NFRC 180 New Double Non -Metal Tinted Guest Suite 19 Window 13.8 0.390 NFRC 0.32 NFRC 180 New Double Non -Metal Tinted Guest Suite 20 Window 30.0 0.390 NFRC 0.32 NFRC 270 New Double Non -Metal Tinted Guest Suite 21 Window. _.,,, 32.0 0.390 NFRC _ „0.32 NFRC_.. _ --,0 New _.._ ., Double.. Non -Metal Tinted. ,._.. , Zone 3 Great/Game/Kitchen/N 22 Window' \32.0 0.390 NFRC 0.32 NFRC 1,0 New '_ Double Non -Metal Tinted i Zone 3 Great/Game/Kitchen/A/ 23 Window 7.0 0.390 NFRC t 0.32 'NFRC 0 New Double Non -Metal Tinted ' Zone 3 Great/Game/Kitchen%N 24 Window 7.0,---0.390 NFRC 0.32 NFRC sT 0 New 4e- Double Non -Metal Tinted Zone 3 Great/Game/Kitchen/N 25 Window 420 10.390 NFRC 0.32 NFRC N 0 New Double Non -Metal Tinted 4 - Zone 3 Great/Game/Kitchen/N 26 Window �f ,r 4.0 i 0.390 NFRC 0.32 NFRC 0 0 New A Double Non -Metal Tinted i Zone 3 GreaUGame/Kitchen/N 27 WindowA r ',,_4.01-0.390 NFRC -0.32 NFRC 0 New N, Double Non -Metal -Tinted _ Zone 3 Great/Game/Kitchen/N 28 window 160.01 0.390 NFRC 0.32 NFRC 90 New Double Non -Metal Tinted Zone 3 Great/Game/Kitchen/N 29 Window 205.0 0.390 NFRC 0.32 NFRC 90 New Double Non -Metal Tinted Zone 3 Great/Game/Kitchen/N 30 Window 230.0 0.550 NFRC 0.39 NFRC 180 New Patio Doors Zone 3 Great/GamilKitchen/N 31 Window 110.0 0.390 NFRC 0.32 NFRC 180 New Double Non -Metal Tinted Zone 3 Great/Game/Kitchen/N 32 Window 18.0 0.390 NFRC 0.32 NFRC 270 New Double Non -Metal Tinted Zone 3 Great/Game/Kitchen/N (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Len H t LExt RExt Dist Len Right Fin Hot Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 10.0 16.0 2.0 0.1 2.0 2.0 29 Bug Screen 0.76 10.0 20.4 15.0 0.1 15.0 15.0 30 -Bug Screen 0.76 10.0 23.0 15.0 0.1 15.01 15.0 31 JBug Screen 0.76 10.0 11.0 10.0 0.1 10.0 10.0 32 IBug Screen 1 0.761 10.01 18.5 15.0 0.1 15.0 15.0 EnergyPro 5.1 by EnerqySoft User Number: 6712 RunCode: 2013-01-25710:36:16 ID: Page 7 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 1/25/2013 Electronically Signed at CalCERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name New Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments wall 186 0.069 R-21 180 90 New 4.3.1-A6 Bdrm 3 wall 130 0.069 R-21 270 90 New 4.3.1-A6 Bdrm 3 Slab 316 0.730 None 0 180 New 4.4.7-A1 Bdrm 3 Slab 60 0.730 None 0 180 New 4.4.7-A1 Bdrm 3 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazin Type Location/Comments 33 window 20.0 0.950 1 NFRC 0.49 1 NFRC 270 New Entry Door Zone 3 GreaUGame/Kitchen/N 34 Window 40.0 0.950 NFRC 0.49 NFRC 270 New Entry Door Zone 3 Great/GameXitchen/N 35 Window '20.0 0.950 NFRC 0.49 NFRC 270 New Entry Door Zone 3 Great/GameXitchen/N 36 Window 120.0 0.390 NFRC 0.32 NFRC 270 New Double Non -Metal Tinted Zone 3 Great/Game/Kitchen/N 37 Window- ,„ 48.0 0.390 NFRC 0.32 .NFRC_._:.._.._ 180 New.-.,-,,. Doub/e_Non,Metal:Tinted_., Bdrm 3 38 Window 124.0 0.390 NFRC w' - 0.32 NFRC 180 New Double Non -Metal Tinted 1 Bdrm 3 39 Window 3.8 0.390 NFRC f 0.32 'NFRC 180 New Double Non -Metal Tinted Bdrm 3 40 Window 3.6 :.:0.390, NFRC 0.32 NFRC -4180 New - Double Non -Metal Tinted Bdrm 3 l- it I ( 1 .t' !' A I F1 (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 Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Right Fin Len I H t LExt RExt Dist Len Hat Dist Len Hat 33 Bug Screen 0.76 10.0 2.0 2.0 0.1 2.0 2.0 34 Bug Screen 0.76 10.0 4.0 2.0 0.1 2.0 2.0 35 Bug Screen 0.76 10.0 2.0 2.0 0.1 2.0 2.0 36 Bug Screen 0.76 10.0 12.0 10.0 0.1 10.0 10.0 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number.- 6712 RunCode: 2013-01-25T10:36:16 ID: Page 8 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 1/25/2013 Electronically Signed at Ca10ERTS.com by David W Helton (Helton, Deford & Associates) 1/25/2-313 1 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5) CF -1 R Project Name New Residence Building Type ❑ Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1112512013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HVAC 1 Zone 1 Master Suite 1,210 14,278 Bedroom 4 -Office 395 3,832 HVAC 2 Guest Suite 443 4,430 HVAC 3 & 4 Living Zone 2,708 35,746 Bedroom 3 376 1 3,760 Totals 1 5,1321 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setbacr New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setbacr New HVAC 3 & 4---'� 2 . _ Central,Furnace 80Y AFUE Split Air Conditioner:= '15.0 SEER Setbacr New -.4 HVAC DISTRIBUTION ## l ., 1 f 1 1 -. ✓ �- �� -- ,; System Name Heating _� ... - ,'~ "Duct=;' 't! Ducts7L Cooling Duct Location R -Value Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 IzI New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 El New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE StEndby Loss or Filot Ext. Tank Insul. R- Value Status Bradford -White 75 Gal 2 Small Gas All Pipes Ins 65,000 75 0.65 ;2/a n/a . New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length N c 0 i� a — System Name Pipe Lencith Pipe Diameter Insul. Thick. aty. HP Plenum Outside Buried Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-01-25T10:36:16 ID: Page 9 of 9 Reg: 213-N0005469A-000000000-0000 Registration Date/Time: 2013/01/25 13:39:14 HERS Provider: CalCERTS, Inc 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 (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 1, 2013 0 Sun Vista Development Corporation P.O. Box 1144 La Quinta, California 92247 Project: Proposed Custom Residence 53-732 Via Pisa The Hideaway La Quinta, California Subject: Geotechnical Update Project No. 544-13028 13-02-042 VED APR 22 2013 CI Co N OFLA MMUN��UrNTA E Opmevr Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No: 03-10-647 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 53-732 Via Pisa within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. f - The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of eiopo O� e foundations. L/'1 Q PINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA 11 1t February 1, 2013 -2- Project No. 544-13028 13-02-042 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area 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 is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. 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 non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10 -mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. 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 soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). Sladden Engineering February 1, 2013 -3- Project No. 54413028 13-02-042 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.2): D Ss (Figure 1613.5.1):1.50g Sl (Figure 1613.5.1): 0.608 Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 {Fa X Ss)): 1.508 Sm1 (Equation 16-37 {Fv X Si)): 0.90g SDS (Equation 16-38 {2/3 X Sms)): 1.00g SDl (Equation 16-39 12/3 X Sm1)): 0.60g Seismic Design Category: D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble sulfate content of 100 ppm (0.010 percent) that corresponds with the "negligible" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes is not required. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIN Brett L. Anderson��\// I 1 AN RETT L. ' y /v► N Principal Engineer No. C45389 Exp. 9130/14 CIVIL SER/gvm ENGINEERING r�FOFC Copies: 4/Sun Vista Development Corp. Sladden Engineering LA QUINTA 12-1462 DEC. 28, 2012 5 y`1- ) 3 oz8 1.3-02,- oqz- Please verify that soils reports contain all of the above information. In addition, to assure continuity between the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, -or; (b) the criterion is considered insignificant and explicitly so stated. Yes No Criterion ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of expansive soils. ❑ Foundation criteria based upon bearing capacity. of natural or compacted soil. ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria- to mitigate the effgcts of seismically induced differential settlement. ❑ Foundation criteria to mitigate the effects of long-term differential settlement. ❑ Foundation criteria to mitigate the eff. ects 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. Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: February 4, 2013 Account No.: 544-13028 Customer: Sun Vista Development Location: The Hideaway, 53-732 Via Visa, Lot 290, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 PPM 100 Soluble Chloride per CA 422 PPM Sulfate 544-13028 020413 TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE CO.NDMONS TABLE 19-A-3—REQUIREMENTS,FOR CONCRETE EXPOSED TO SULFATE -CONTAINING Sni,i mnm(z MINIMUM:rc, . MAXIMUM NORMAL' -WEIGHT AND . Maxlmum'Water- Cementltlous Matertals:tRatio,-by'. We'lght,..;: Nor ml- elght° Aggregate Concretes WATMCE?AENtmouS LIGHTWEIGHT.: WATER- SOLUBLE SULFATE (SOi),INSOIL, PERCENTAGE BY WEIGHT MATERIALS` RATIO;'BY.: AGGREGATECONCRETE, EXPOSURE CONDITION WEIGHT,'NORMAL=WEIGHT AGGREGATE CONCRETE PsI'..•. x 0.00689 for MPs Concrete intended to have low permeability when • exposed to water 0-50 0.10-0.20 Concrete exposed to freezing and thawing in a moist II, IP(MS), IS (MS) 4,000 condition or to deicing chemicals Scvcrc 0.20-2.00 1,50040,000 0.45 4,500 For corrosion protection for reinforced concrete 4,500 Very severe exposed to chlorides from deicing chemicals, salts or Over 10,000 V plus pozzolan3 brackish water, or -spray -from thesc'sources 0.40 5,000 TABLE 19-A-3—REQUIREMENTS,FOR CONCRETE EXPOSED TO SULFATE -CONTAINING Sni,i mnm(z — - -- - - • _ -u ur nrgner strength may be required for low permeability or forprotection against corrosion of embedded items or freezing and thawing (Table 19-A-2)- ZScawater. 3Pozzolan that has been determined by test or service record tairiing Type V cement. to improve sulfate resistance when used in concrete con - 2_264 NORMAL -WEIGHT AGGREGATE LIGHTWEIGHT AGGREGATE CONCRETE Maxlmum'Water- Cementltlous Matertals:tRatio,-by'. We'lght,..;: Nor ml- elght° Aggregate Concretes V "'Normal- W.Ight and Lightwilght' -Aggregate.. Concrete,., psis SULFATE EXPOSURE WATER- SOLUBLE SULFATE (SOi),INSOIL, PERCENTAGE BY WEIGHT SULFATE (SO4) IN WATER, ppm •. CEMENT TYPE x 0.00689'for MPe. Negligible 0.00-0.10 0-150 Modcrate2. 0.10-0.20 I50-1,500 II, IP(MS), IS (MS) '0.50• 4,000 Scvcrc 0.20-2.00 1,50040,000 V 0.45 4,500 Very severe Over 2.00 Over 10,000 V plus pozzolan3 0.45 4,500 — - -- - - • _ -u ur nrgner strength may be required for low permeability or forprotection against corrosion of embedded items or freezing and thawing (Table 19-A-2)- ZScawater. 3Pozzolan that has been determined by test or service record tairiing Type V cement. to improve sulfate resistance when used in concrete con - 2_264 Summit Structural Engineering April 18, 2013 BMC/Boulders West Components/Indio Truss 45-491 Golf Center Parkway Indio, CA 92201 Attn: Ignacio Vargas Subject: Roof Truss Shop Drawings and Calculations Hideaway, Lot 290 53-732 Via Piza La Quinta, CA Dear Truss Designer, PO BOX 2618 902 Baycolt Way McCall, ID 83638 (208) 634-8148 Fax (208) 634-6395 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION (3" vi--� The roof truss drawings by BMC for the subject project were received by our office on April 17, 2013, and is approved. The submittal has been reviewed for general conformance to the design concept of the project structural plans. The fabrication processes, techniques of construction, dimensions, and quantities are not a part of this review. Since the shop drawings were reviewed only for general conformance with the structural plans, unless variations from the structural plans have been clearly indicated, we may not have listed them. Our review of these drawings does not relieve the truss engineer and the framing contractor from complying with the structural plans. Yours truly, SUMMIT STRUCTURAL ENGINEERING Benjamin Herbst, P.E. BH cA2012jobfi1es\SV-424\424_truss l .doc 0ROFESSI t\ N � s� No. C054193 Exp. 1231 1 sl CIVI\. \CF CA\ Residential, Commercial, Industrial, Land Development