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05-747 (SFD)4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 6/07/05 Application Number: t1 5-00000_74.7 Owner: Property Address: 80765 VISTA BONITA TR A&M HOME BUILDERS APN: 772-280-013- - - C/O JOHN J CLAPINSKI Application description: DWELLING - SINGLE FAMILY DETACHED P O BOX 366 Property Zoning: VERY LOW DENSITY RES LA QUINTA, CA 92253 Application valuation: 387260 qV Contractor:Applicant: Architect or EngineA & M CONSTRUCTION P.O. BOX 366 LA QUINTA, CA 92247 RY OF(760)564-4832 LiC . No.: 746198 UCENSCONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am icensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business ancjkAessionals Code, and my License is in full force and effect. License Class: B C10 Licamp No.: B i Date: lZ Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).: 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.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 70A•1; Du,.; -,u. uaJ 0,.&,. Tha OaaLeaotara- Ctat Go6eao La:: daaa hat aisply to an awnar 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.). 1 1 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: LQPERAIIT WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is'issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND P olicy Number 0460009232 I certify that, in the perfe work for which this permit is issued, I shall not employ any person in any mannerme subject to the workers' compensation laws of California, and agree that, if I shubject o the workers' c pensation provisions of Section 3700o the Labor Cohwitho provisions. Date Applicant: ' WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (5100,000). 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 aendiliene end reelrielieno eol forth on thio appliootion. 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 abov information is correct. I agree to comply with all city and county ordinances and state laws relating to building nstruction, and hereby authorize representatives of this to enter the above-mentioned property f spection purpo�` Date, L/Z✓ Signature (Applicant or Agent): Application Number . . . . . 05-00000747 ------ Structure Information SINGLE FAMILY DWELLING ----- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Flood Zone . . . . . NON -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 CBC # BEDROOMS 5.00 FIRE SPRINKLERS NO GARAGE SQ FTG 1632.00 PATIO SQ FTG 1183.00 NUMBER OF UNITS 1.00 -------------------=-------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 5936.00 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee 1647.50 Plan Check Fee 1412.88 Issue Date . . . . Valuation . . . . 387260 Expiration Date 9/17/05 Qty Unit Charge Per Extension BASE FEE 639.50 288.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 1008.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 163.50 Plan Check Fee 40.88 Issue Date, Valuation . . . . 0 Expiration Date 9/17/05 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 9.0000 EA MECH B/C <=3HP/100K BTU 45.00 8.00 6.5000 EA MECH VENT FAN 52.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit ELEC-NEW RESIDENTIAL . Additional desc . Permit Fee 270.40 Plan Check Fee 67..60 issue ware . . . . valuaeioll . . . . 0 Expiration Date 9/17/05 Qty Unit Charge Per Extension BASE FEE' 15.00 5936.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 207.76 LQPEINIIT Application Number . . . . . 05-00000747 Permit . . . . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 1632.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 32.64 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 280.50 Plan Check Fee 70.13 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/17/05 Qty Unit Charge Per Extension BASE FEE 15.00 26.00 6.0000 EA PLB FIXTURE 156.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 7.00 6.0000 EA PLB ROOF DRAIN 42.00 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 14.00 .7500 EA PLB GAS PIPE >=5 10.50 1.00 15.0000 --------------------------------------------------7------------------------- EA PLB GAS METER 15.00 Permit GRADING PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/17/05 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 5936 SF. SFD PERMIT DOES NOT INCLUDE BLOCK WALL / POOL/SPA. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 468.15 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 141.29 ulr rixh rxuihCTTCiv-KES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 38.72 LQPERMIT Application Number . . . . . 05-000.00747 ----------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Charged ---------- Paid Credited Due Permit Fee Total 2376.90 ---------- .00 -------------------- .00 2376.90 Plan Check Total 1591.49 250.00 .00 1341.49 Other Fee Total 3053.16 .00 .00 3053.16 Grand Total 7021.55 250.00 .00 6771.55 LQPEPAIIT rq V Vf<sTD u �-t a. T112,a.� L P.O. BOX 1504 Building Lo l13 ( 78-495 CALLE TAMPICO Address I,-, tom. ,. ys Plrrc,-, gt: d LA QUINTA, CALIFORNIA 92253 d5= 7t 7 APP_ICATION ONLY 94c* tS V LCo r BUILDING: TYPE CONST. OCC. GRP. ailing ddress 9-0. � a A.P. Number,1 2-• 7_15 "' �--�r3 ity ,-% lZip ITel. Legal Description (-e7)i I -S 'i> -O. V�-OxC 3°to City Zip Tel. (_A_ ui..3111h. A•C1 Z2S SIoV-3'L State Lic. City Y,0% & Classif. '� q b Lic. #p VJ VZ, Arch.,Engr., p„DS� �ODZ-N Designer 2 A C it Cs . ,Address 4z-5.1 Tel. Sc� r TE nt 0 �- tPSPCT CA_I (at il l ILic. # LICENSED CONTRACTOR'S DECLARATION I hereby -affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the 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 (S500). ❑ 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 emploees, 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). ❑ 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 0 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate or 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 Project Description Sq. Ft. No. No. Dw. Size 5c 41i0j Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMO NT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback frDm Center Line Rear Setback from Rear Prop. Line Side Street Settack from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by:_ Validation: YELLOW =APPLICANT INSPECTOR Date PINK = FINANCE L i Fw- A April 6, 2005 T4hf 4 4a" P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 Ms. Esther Sanchez Riverside County Assessor's Office 3255 E. Tahquitz Canyon Way Suite 114 Palm Springs, CA 92262-6962 Dear Ms. Sanchez: BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 Please be advised of an address change for the following property. The parcel formerly addressed as 51-880 Vista Bonita Trail, APN: 772-280-013, Lot 13, Tract 21176, is now addressed as: 80-765 Vista Bonita Trail. This change affects building permits awaiting issue as follows: 05-0747 Single Family Dwelling Please make a note this change. If I may be of further assistance, you rr_ay contact me directly at (760) 777-7074. Sincerely, Therese Vella-Finorio Senior Secretary 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: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE, RECEIPT- CHECK N• INITIAER- CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Owner's Name: A & M Home Builders Project Address: 80-765 Vista Bonita Trail La Quinta, CA Project Description: 1 SFD APN: 772-280-013 Tract #: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 5936 sq. ft. Certification of Applicant/Owners: The person signing penalty of perjury and further represents that he/she is aut. Dated: July 12, 2005 Signature: July 12, 2005 Phone No. Lot #'s: Industrial lat the above information is correct and makes this statement under sign on behalf of the owner/dev,-loper. w * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 4 * * * * * * * * * * * * * * * * * * * * * 4 * * * * * * * * * * * * * * * * * 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 Note: Number of Sq.Ft. 5,936 Amount per Sq.Ft. $ 2.88 Amount Collected $ 17,095.68 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Elvira Mattson, Office Technician 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 (l) 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 start 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. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. ydocs;dealic&'certilicat uCctanl?li<Incc t?rm tdilezJO If'F.dvc 1/16/03 T Q f C Ir .�� ti',On/ CITY OF LA ...QUINTA :eC:,l ,i f �c r • � (Cr BUILDING & SAFETY ARTMEN c � 777-70'12 ' 0 Z f INSPECTION REQU ST 13N 777-7 . A & M HOME I3UIL`1j Owner Contractor A & M CONSTRUCTION Permit Number POST ONN J��NSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS SFD -- _5936 SF. PERMIT DOLS NOT Il4CLlJDE POOL, SPA, 73 LL?('K WALLS OR DRIVEWAY APPROACH .r4 TYPE OF INSPECTION DATE INSP. TEMPORARY POWER 9 8 • 05 X.S. L7 SETBACKS 10-5.65 6 S. �7 iU/G PLUMBING /WASTE O 05 iU/G ELECTRICAL / GROUNDING FOOTINGS / STEEL z CONCRETE SLAB DO NOT POUR CONCRETE UNTIL ABOVE SIGNED ROOF NAIL / PRE -ROOF 2. 17-o6 a.S . 3: OKAY TO WRAP q +a - v (L .D - FRAMING (COMBINATION) ROUGH ELECTRIC (P ROUGH PLUMBING ROUGH MECHANICAL J INSULATION COVER NO WORK UNTIL ABOVE SIGNED _;:-INTERIOR GYP. BD. DRYWALL - J EXTERIOR LATH - 6 L - GAS TEST SEPTIC ABANDONMENT SEWER CONNECTION SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL BOND BEAM i POOL / SPA /WATER FEATURE INSPECTIONS PRE-GUNITE / SETBACKS U/G PLUMBING U/G •GAS U/G ELECTRICAL PRE -PLASTER (ALARMS/ BARRIERS FINAL INSPECTIONS TEMP. USE OF PERMANENT POWER /o ` ELECTRICAL PLUMBING MECHANICAL PUBLIC WORKS DEPARTMENT COMMUNITY DEVELOPMENT DEPT. FINAL / JOB COMPLETED j•1- J& - C;. ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING Certificate4 gab& of Occupancy0 G�OFT1�9�� Building &Safety Department This Cert ificate is issued pursuant to the. requirements of Section 109 of the California Building Code, certifying that, at the time of issuance; this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 80-765 VISTA BONITA TRAIL Use classification: SINGLE FAMILY DWELLING Building Permit No.: 05-747 Occupancy Group: R3 Type of Construction: V -N Land Use Zone: RL Owner of Building: A & M HOME BUILDERS Address: P.O. BOX 366 City, ST, ZIP: LA QUINTA, CA 92263 By: DAVID GATICA Date: DECEMBER 20, 2006 Budding Official POST IN A CONSPICUOUS PLACE Certificate4 gab& of Occupancy0 G�OFT1�9�� Building &Safety Department This Cert TITLE 24 REPORT Title 24 Report for: Lot 13 80-7(o5 Vista Bonita Trail La Quinta, CA Project Designer: RC'A-C-- cry- 7211V Report Prepared By: R,4.2 D(AG� lei U)'41 J Joan D. Hacker (� Insu-form, Inc. 68-255 Corta Road Cathedral City, CA 92234 (760) 324-2046 i CITY OF LA QUINTA BUILDING & SAFETY DEPT. Job Number: APPROVED FOR CONSTRUCTION WEI:�o5 av Date: 7/3/2003 U I *0 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This xogram has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energ- Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number. User Number: 2655 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Checklist Form C -2R Computer Method Summary HVAC System Heating and Cooling Loads Summary Room Load Summary 1 2 3 8 10 18 23 EnergyPro 3.1 By EnergySoft Job Number. User Number. 2655 Certificate of Compliance: Residential (Part 1 Of 2) CF -1 R Lot 13 713/2003 Project Title Date Vista Bonita Trail La Quinta Project Address Building Permit # Insu-form, Inc. (760) 324-2046 Plan Check / Date Documentation Author Telephone Computer Performance 15 Field Chec'c / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 5,936 ft2 Average Ceiling Height: 9.6 ft Total Conditioned Slab Area: 5.936 fe Building Type: (check one or more) X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor FENESTRATION Shading Devices Type Orientation Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) Slab On Grade n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation R-19 Wall (W.19.2x6.16) Wood 0.065 Exterior Wall R-38 Roof (R.38.2x14.16) Wood 0.028 Exterior Roof Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Cverhang Side Fins SF U -Factor SHGC Shading "es / No Yes / No Front (North) 81.1 0.60 0.65 Bug Screen X❑ 1:1 El RFront (North) 57.0 0.57 0.67 Bug Screen X❑ ❑ ❑ x❑ Front (North) 120.0 0.55 0.65 Bug Screen X❑ ❑ ❑ x❑ Left (East) 149.5 0.60 0.65 Bug Screen X❑ ❑ ❑ x❑ Rear (South) 144.0 0.55 0.65 Bug Screen X❑ ❑ El X❑ Rear (South) 33.0 0.57 0.67 Bug Screen R1 1:1 11 x❑ Rear (South) 137.3 0.60 0.65 Bug Screen X❑ 11 1:1x❑ Right (West) 216.0 0.55 0.65 Bug Screen Q ❑ ❑ x❑ Right (West) 119.5 0.60 0.65 Bug ScreenX❑ ❑ ❑ x❑ Left (East) 72.0 0.55 0.65 Bug ScreenX❑ ❑ ❑ x❑ Rear (South) 13.8 0.71 0.63 Bug ScreenX❑ ❑ ❑ x❑ Right (West) 58.0 0.57 0.67 Bug Screen x❑ ❑ ❑ Q Run Initiation Time: 07/03/03 10:13:59 Run Code: 1057252439 Ener Pro 3.1 By Ener Soft User Number: 2655 Job Number: Pa e:3 of 27 FE Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Lot 13 7x.3/2003 Project Title Date Vista Bonita Trail La Quinta Project Address Building Permit # Insu-form, Inc (760) 324-2046 Plan Che6 / Date Documentation Author Telephone Computer Performance 15 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 5,936 ft2 Average Ceiling Height: 9.6 ft Total Conditioned Slab Area: 5.936 ft2 Building Type: (check one or more) X] Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments . Type Type U -Value (attic, garage, typical, etc.) FENESTRATION Shadinq Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front (Northeast) 8.0 0.57 0.67 Bug Screen X❑ ❑ ❑ El Left (East) 4.0 0.57 0.67 Bug Screen x❑ ❑ ❑ x❑ Right (Northwest) 8.0 0.57 0.67 Bug Screen a ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El El D El El ❑❑ El ❑❑ El El ❑❑ El 1:1 F-1 F-1 El F1 F-1 EJ F-1 ❑❑ Run Initiation Time: 07103103 10.13:59 Run Code: 1057252439 Ener Pro 3.1 By Ener Soft User Number: 2655 Job Number: Pa e:4 of 27 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Lot 13 7/3/2003 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Central Furnace 80% AFUE Ducts in Attic 4.2 Setback Kitchen/Family Central Furnace 80% AFUE Ducts in Attir. 42 Sethack Guest Casita Central Furnace 80% AFUE Ducts in Attic 4.2 Setback Master Bedroom Central Furnace 80% AFUE Ducts in Attic 4.2 Setback Gallery/Laing Central Furnace 80% AFUE Ducts in Attic 4.2 Setback Bedrooms Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 42 Sethack Kitchen/Family Split Air Conditioner Split Air Conditioner 12 0 SFFR 12.0 SEER Ducts in Attic Ducts in Attic 4.2 4.2 Sethack Guest Casita Setback Master Bedroom Split Air Conditioner Split Air Conditioner 12.0 SEER 12.0 SEER Ducts in Attic Ducts in Attic 4.2 4.2 Setback Galle Liuing Setback Bedrooms WATER HEATING SYSTEMS Rated 1 Tank Energy Fact*1 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value A O SMITH PGM -50-226 Small Gas Pipe Insulation Z 40000 50 0.62 n/a n/a For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or OwQer(A aper Business &, Professions Code) Name: �P�"� f® U � V "\ Title/Firm: IN91 V LC�fJ Address:-ysZsVh OWIAC (, �� IN` ire✓ 22 Telephone: S ( !S7-- Lic. #: P ILA -G. (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Joan D. Hacker Title/Firm: Insu-form, Inc. Address: 68-255 Corta Road Cathedral City, CA 92234 Telephone: (760) 324-2046 (signatu 1 oi� -7(0 (signature/stamp) (date) Run Initiation Time: 07/03/03 10:13:59 Run Code: 1057252439 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. Page:5 of 27 Certificate of Compliance: Residential (Addendum) CF -1 R Lot 13 7/3/2003 Project Title Date Special Features and Modeling Assumptions The local 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'.ocal 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. I Plan ! Field The HVAC System "Kitchen/Family" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "Kitchen/Family" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Mamual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1453 sgft Exposed Slab Floor, 3.50" thick at Kitchen/Family The HVAC System "Guest Casita" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping AreE.s. The HVAC System "Guest Casita" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. I HIGH MASS Design(see C -2R) - Verify Thermal Mass: 461 sqft Covered Slab Floor, 3.50" thick at Guest Casita The HVAC System "Master Bedroom" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "Master Bedroom" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1232 sqft Covered Slab Floor, 3.50" thick at Master Bedroom The HVAC System "Gallery/Living" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas r e HVAC System "Gallery/Living" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. GH MASS Design(see C -2R) - Verify Thermal Mass: 1494 sqft Exposed Slab Floor, 3.50" thick at Gallery/Living e HVAC System 'Bedrooms" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas - HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -61R. Plan Field The HVAC System "Kitchen/Family" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Guest Casita" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater mast provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. I The HVAC System "Master Bedroom" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Gallery/Living" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater mu:Et provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Bedrooms" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. Run Initiation Time: 07/03/03 10:13:59 Run Code: 105725243a EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number: Page:6 of 27 Certificate of Compliance: Residential (Addendum) CF -1 R Lot 13 7/3/2003 Project Title Date Special Features and Modeling Assumptions The local 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 local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies )ased on the adequacy of the special justification and documentation submitted. I Plan Field The HVAC System 'Bedrooms" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. j HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1296 sgft Covered Slab Floor, 3.50" thick at Bedrooms HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. Plan Field I EnergvPro 3.1 By EnergvSoft User Number. 2655 Job Number. Page:7 of 27 1 Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lowdse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures '§ 150(.): Minimum R-19 ceiling insulation. ❑ §150(b): Loose fill insulation manufacturer's labeled R -Value. *§150(c): Minimum R-13 wail insulation in wood framed walls or equivalent U -value in metal frame walls (does ❑X not apply to exterior mass walls). ❑ ' § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pemVinch. ❑X §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 150(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures FIV -1 § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ❑X §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. a§150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑X §1506): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R-16 combined intemal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number: Page:8 of 27 Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist's incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the ma idatory measures whether they are shown elsewhere in the documents or on this checklist only. 'DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. Space Conditioning, Water Heating and Plumbing System Measures: (continued) DESIGNER ENFORCEMENT, X - '§ 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, ' 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in I conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system j that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not I be used for conveying conditioned air. 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 drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other I 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. I 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually I operated dampers. I ' 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam i j 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. I � 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or I I I spas. a. At least 36" of pipe between filter and heater for future solar heating. ' b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. JA § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) §118 (f): Cool Roof material meet specified criteria Lighting Measures i I § 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for generallighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. JA I §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. F 3.1 By EnergySoft User Number: 2655 Job Number: Page:9 of 27 j Comauter Method Summary (Part 1 of 3) C -2R Lot_ 13- --- ---- - - -- - - - --X1312003------. - - Project Title Date Vista._Bo.n.ita_T-rail-La_Quin-ta-_-_ Project Address Building Fermit # Ins_U-form,lnc______ _ (760) 324-2046': ------- ; Documentation Author Telephone Plan ChecWDate .Co.mpute.Lee.rfo.rmaace 15 -- Field Check/Date - --- Compliance Method (Package or Computer) Climate Zone -- -- -- - --- ' Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 2.19 2.28 -0.09 Space Cooling 32.47 32.18 0.28 Domestic Hot Water 4.80 4.81 -0.01 Tntalc 39.46 39.28 0.18 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: BUILDING ZONE INFORMATION Zone Name .Kitchen/Family G.uesLCasd;; MasterBedro-am .GallmLl-Ning 5,936 Single Fam Detached (North) 0 deg 1.00 1 OPAQUE SURFACES Act. Type Area U -Fac. Azm. Tilt Floor Area Volume __1453 461 1,?32 1.494 Solar Gains Y/N Wall 84 -0-00- - 0 90 WaIl 314 _9_QE5_ 9D_ ._90 /all___ 223. _40.60 iB.Q 90 Wall_.__. 29.6_ -Q Q6.5 -2Z0- 90 LRooL_ ---J-453 X028 -27-0- Q Wall- 222 n-065 _0. 9.0_ \N.alL__ 504 9 Q60 9Q 90 Wall- 178 9 460 180 90 Wall- X76 -9 960 97n _90 .Roof 461 _0_028 970 _0_ Wall 236 9060 _Q ----RQ WaIL- 226 9 46.5 _90 2Q Wall- 256. 0.06.5_ -180 90 Wall- 172 9-M5- 9ZQ 9.0 Roof._ 1..232 9_028 270 -0- -Wall- -Wall- - 208 -0065_ Q 90 Wall_- 32 906.5 _45. 90 Wall- 232 -0_06.5 9.Q -9.0 Nall- 232 90.65 180 ---90 WML - 162 0.065 -2ZQ 99_ VW/all- 32 9.9.60 -315 _950 Roof 1.4.94 9.928 -2ZQ 0_ Wall- 231 _0_060 _9_ -9.0_ Wall- 432 9_065. 90 90 Wall 244 -0_(160 1.80 9.0 WaIL 20 -0-00 970 90 Roof_ - 1.2-% 9._02$_ 270 _0 14,5+40 4-610 _9.856 14-94 X Slab Floor Floor Construction Type: ❑ Raised Floor Total Fenestration Area: 20.6% Total Conditioned Volume: 56,896 Slab Floor Area: 5,936 # of Thermostat Vent Units Zone Type Type Hgt. Area 094 Living I M gStat- 2 n/a 0 08 Sleeving _Sleeping.Stat _2 n!a _0.21 Sleeping _Sleer-ingStat 1 --ii/a 0.25 Living-LivingStat _2 __n/a Form 3 Reference R-19 Wall (W.19.2x6.16) R-19 all (W 1�6) R 1 Wall (W�=19 2x62x616.) B19�1a1L(W.1 s- 2x616) -13- Roof (13 38 2x14 IS) R-19 Wall (W 19 2x6 16) R� 9�[fLaIL(W.19.2xfi161 R-19 Wall (W.19.2x6.16) R-19 Wall (W.19.21c6 16) R58 Roof (R.38 -2x14 1.6) R-19 Wall (W.19.2x6 ]6) BS9 yy:; 19.2x616) R-19 Wall (W, 19,24.16) R-19 Wall (W.19 2x6 16) R38Roof ( 38 -14J(3) R-191L\(I (W 19 x6.16) R-19 Wall (W 19 2x6.16) R-19 Wall (W 19-26-16) R-19 Wall (W-19.24.16) R-19 Wall(W.19 2x6.16) R-19 Wall (W.19.2x6.16) JR -3 oOL(P 38 2x14 16) R_l9,(j(a11 (VV 14 x6.16.) R-1�Vllall (W 192x6-161 R-19 Wall (W 19.2x6.16) R1q Wall (W 19.2x6.16) R-38 Roof (R.38.2x14.16) Locaton / Comments 1Kitchen/Family _ Kitchen/FaMily Kitchen/Family _KitChen/Fami Kitchen/Family Guest C.asita Guest-casita _Guest cn-On Guest C'asita - Guest Casita -- A4asterBedionrn Mactpr Bedroom Mast erBedroom MasterBedrnom Master Bedroom Gallery/l iving Gallery/Living - S,allP. N/gig Gallery/Living Gallery/Living Galle4LLiving GallecyLLCviag _-- $edrnnmc Rpdrnoms I EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number. Page: 10 of 27 1 Computer Method Summary (Part 1 of 3) C -2R -Lat_'L3 7-/_312003 Project Title Date _ _V-ista_B.o.nitasrail—La_Quinta_ Project Address Building Permit # 1.ns_u_farm.Jim (760) 324-2046 1 – -- Documentation Author _ Telephone ( Plan Check/Date C-omp-utezeetformance— 15Field Check/Date Compliance Method (Package or Computer) Climate Zone -- — ----- Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 2.19 2.28 -0.09 Space Cooling 32.47 32.18 0.28 Domestic Hot Water 4.80 4.81 -0.01 Totals 39.46 39.28 0.18 GENERAL INFORMATION Slab Floor Conditioned Floor Area: 5,936 Floor Construction Type: Raised Floor Building Type: Single Fam Detached Building Front Orientation: (North) 0 deg Total Fenestration Area: 20.6% Number of Dwelling Units: 1.00 Total Conditioned Volume: 56,896 Number of Stories: 1 Slab Floor Area: 5,936 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area fledtnomc 1 Z 17 4Bn —0 22 sleeping_ _SleeppiStat— _2 —nLa OPAQUE SURFACES Act. Type Area U -Fac. Azm. Tilt Solar Gains Y/N Form 3 Reference Location / Comments Run Initiation Time: 0710310310:13:59 Run Code: 1057252439 1 I__ EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 11 of 27 Computer Method Summary (Part 2) of 3) C-21% Lot 13 7/3/2003 Project Title Date FENESTRATION SURFACES # Type Area U- Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments 1_ Window_Erant-(Rortb.) 1-8_Q -0-.6.0.0_ 0-.5. 0_ _9.0. DaubteAonM1LCte.ar Default__ Aitchen1Eamily ____ . 2 _ Window Front (North) 4.5 0.570 0.67 _ 0 90 Double NonMtl Clear Default Kitchen/Family 3_ Window Front (North 24.0 0.550 0.65 0 90 Double NonMtl Clear Default Kitchen/Family 4_ Window Left (East) 13.5 0.600 0.65 90 90 Double NonMtl Clear Default Kitchen/Family 5 Window Rear South _ 48.0 0.550 0.65 180 90 Double NonMtl Clear Default_ Kitchen/Family 6__ Window Rear (South) 33.0 0.570 0.67 180 90 Double NonMtl Clear Default Kitchen/Family__��-_ 7 Win ow Resor (S9�Lh) 18_0- O 500 0.65 1B_0_ 90- D up�le_Nonl C1es�r Defaus_ I<itChen/Family _ 8 _ Window Rear South 30.0 0.600 0.65 180 90 Double NonMtl Clear Default Kitchen/Family _ 9_ Window Re�_t LS-2uthL) 48.0 0,550 --0-55 _1$4_ --9-Q D2O-LeAan-Al C nl ��avjt_ JSitsh�n/Fam�ly 10- Window Richt (West) 48.0 2532 QSz5 270_ 20- Dou�le�I2nMtLC�ar��ault_ }Sit�hen/Far ilk___ 11 Window Right (West) 2.5 0.600 0.65 270 90 Double NonMtl Clear Default Kitchen/Family 12 Window Right (West) 24.0 0.550 0.65 _ 270 90 Double NonMtl Clear Default Kitchen/Family 13 Window Right (West). 99si _0_600 -O-E5 X7_0_ 94 Double NonMtl Clear Default XitcbentEamily 14 Window Front (North) 13.8 0.600 0.65 0 90 Double NonMtl Clear Default Guest Casita 15 Window Front ( (North) 4.5 0.570 0.67 0 90 Double NonMtl Clear Default Guest Casita 16 Window Left East 24.0 0.550 0.65 90 90 Double NonMtl Clear Default Guest Casita 17 Window Rear (South) 48.0 0.550 0.65 180 90 Double NonMtl Clear Default Guest Casita _ 18. Window Rear South 13.8 0.710 0.63 180 90 Mtl Thermal Brk Unctd Default Guest Casita 19 Window Right (Vest) 30.0 2572 0.67 270 90- Double NonMtlClear Qetault_ �ue��C 20 Window Right (Nest) 13.5 0.600 0.65 270 90 Double NonMtl Clear Default Guest Casita 21 Window Front North 48.0 0.550 0.65 0 90 Double NonMtl Clear Default Master Bedroom 22 Window Front (North) 20.0 0.600 0.65 0 90 Double NonMtl Clear Default Master Bedroom 23 Window Left (East) 20.0 0.600 0.65 90 90 Double NonMtl Clear Default Master Bedroom _ 24 Window Left (East) 4.5 0.600 0.65 90 90 Double NonMtl Clear Default Master Bedroom 25 Window Rear (South) 13.5 0.600 0.65 180 90 Double NonMtl Clear Default Master Bedroom 26 Window Rear (South) 30.0 0.600 0.65 180 90 Double NonMtl Clear Default Master Bedroom 27 Window Right (West) 24.0 0.600 0.65 270 90 Double NonMtl Clear Default Master Bedroom 28 Window Right (West) 24.0 0.570 0.67 270 90 Double NonMtl Clear Default _ Master Bedroom 29 Window Front (North) 44.0 0.570 0.67 0 90 Double NonMtl Clear Default Gallery/Living DIN INTERIOR AND EXTERIOR SHA G Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hl3t. Dist. Len. Hgt, 1 Bug Screen 0.76 4.5 4.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 8.0 3.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 4.5 3.0 2.0 0.1 2.0 2.0 5 Bug Screen 0.76 8.0 6.0 40.0 0.1 40.0 40.0 6 _ Bug Screen 0.76 --5,5 2.0 2.0 01 --U 2.0 7 Bug Screen 0.76 6.0 3.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 6.0 5.0 12.0 0.1 12.0 12.0 9 Bug Screen 0.76 8.0 6.0 12.0 0.1 12.0 12.0 _ 10 Bug Screen 0.76 8.0 3.0 4.0 0.1 4.0 4.0 _ 11 Bug Screen 0.76 5.0 4.5 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 8.0 3.0 20.0 0.1 20.0 _ 20.0 13 Bug Screen 0.76 6.0 5.0 40.0 0.1 40.0 40.0 14 Bug Screen 0.76 5.5 2.5 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 16 Bug Screen 0.76 8.0 3.0 20.0 0.1 20.0 20.0 17 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 18 Bug Screen 0.76 5.5 2.5 2.0 0.1 2.0 2.0 19 Bug Screen 0.76 6.0 5.0 2.0 0.1 2.0 _ 2.0 20 Bug Screen 0.76 3.0 1.5 12.0 0.1 12.0 12.0 21 Bug Screen 0.76 8.0 6.0 40.0 0.1 40.0 40.0 22 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 23 Bug Screen 0.76 5.0 4.0 2.0 0.1 2.0 2.0 24 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 25 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 26 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 27 Bug Screen 0.76 6.0 2.0 12.0 0.1 12.0 12.0 _ 28 Bug Screen 0.76 6.0 4.0 12.0 0.1 12.0 12.0 29 Bug Screen 0.76 5.5 4.0 2.0 0.1 2.0 2.0 i EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number: Page:12 of 27 1 Computer Method Summary (Part 2 Of 3) C-21% Lot 13 7/3/2003 _ Project Title Date FENESTRATION SURFACES # Type Area U- Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments 30. Wind.ow_-Eront-(L4otth) 4.0_ _OUZO_ -_0.67- _ 0_ __90. DoubleMonMtl_C.lear_D.efault__ GalleWLiving- 31_ Window . Front.___ North 48_0 0.550 0.65 _ _0 90 Double NonMtl Clear Default _ Gallery/Living____._ 32 Window Front (Northeast) _ 8.0 _ 0.570 0.67 _ 45 _ 90 Double NonMtl Clear Default _ Gallery/Living.._ 33 Window_ Left East _ 4.0 0.570 _ 0.67 90 __ 90 Double NonMtl Clear Default Gallery/Livin ____ 34 Window Left (East) _ 22.0 0.600 0.65 90 90 Double NonMtl Clear Default _ Gallery/Living__ _ _.__ _ _ _. 35 Window Left East 48.0 0.550 0.65 90 90 Double NonMtl Clear Default Gallery/Living___.. 36 WindowLeff 0.1 (Ea-stI --2-2-0 -0-6-Oa 0_65 90 9-0 Double N ro M Clesnr Dgult__ SzelleW/ iving 37 Window Right (West) 4.0 0.570 0.67 270 90 Double NonMtl Clear Default Gallery/Living- 38 Window Right (West] 144.0 0.550 --0-K 270 9-0 Double NonMtl Clear Default_ SzaJeryLl iving 39 Window Right (Northwest) $.0 00_67 Bug Screen 315 U D�ble NonMtl C- aLD_e1u1t__ Szai1�ry/-Li_viM ___ 40 Window Front North 24.8 0.600 0.65 0 90 Double NonMtl Clear Default Bedrooms 41 Window Front (North) 4.5 0.600 0.65 0 90 Double NonMtl Clear Default Bedrooms 42 Window Left (East)_ 4.5_ 0.600 0.6.5_ _90 90. Double NonMtl Clear Default_ Bedrooms 43 Window Left (East) 8.0 0.600 0.65 90 90 Double NonMtl Clear Default Bedrooms 44 Window Left (East) 27.5 0.600 0.65 90 90 Double NonMtl Clear Default Bedrooms 45 Window Left (East) 27.5 0.600 0.65 90 90 Double NonMtl Clear Default_ Bedrooms 46 Window Rear (South) 27.5 0.600 0.65 180 90 Double NonMtl Clear Default Bedrooms 47 Window Rear (South) 4.5 0.600 0.65 180 90 Double NonMtl Clear Default Bedrooms _4$ WiO.dow Rear (South) 13.8 600 0_00 X80 94 Double NonMtLC-ear D�f�ult_ BeSlrooms 49 Window Right (West) 49.5 0.600 0.65 270 90 Double NonMtl Clear Default Bedrooms INTERIOR AND EXTERIOR SHADING Overhang_ Left Fin Right Fin Window # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hl3t. Dist. Len. Hgt. 30 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 31 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 32 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 33 Bug Screen 0.76 2.0 2.0 2.0 0.1 2_0 2.0 34 Bug Screen 0.76 5.5 4.0 2.0 0.1 2.0 2.0 35 Bug Screen 0.76 8.0 6.0 ---2-0 01 2.0 2.0 36 Bug Screen 0.76 5.5 4.0 2.0 0.1 2.0 2.0 37 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 38 Bug Screen 0.76 8.0 6.0 13.0 0.1 13.0 _ 13.0 39 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 40 Bug Screen 0.76 5.5 4.5 2.0 0.1 2.0 2.0 41 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 42 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 43 Bug Screen 0.76 2.0 4.0 2.0 0.1 2.0 _ 2.0 44 Bug Screen 0.76 5.5 2.5 2.0 0.1 2.0 _ 2.0 45 Bug Screen 0.76 5.5 2.5 2.0 0.1 2.0 2.0 46 Bug Screen 0.76 5.5 5.0 2.0 0.1 2.0 2.0 47 Bug Screen 0.76 3.0 1.5 2.0 0.1 2.0 2.0 48 Bug Screen 0.76 5.5 2.5 2.0 0.1 2.0 2.0 49 Bug,Screen 0.76 5.5 2.5 2.0 0.1 2.0 2.0 EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number. Paae:13 of 27 Computer Method Summary (Part 3 of 3) C -2R Lot 13 7/3/2003 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN ^0. Area Thick. Heat Type _ (sf) (in.) Cap. Conorete, He va�wekj-g-ht_ 1.45.3 _3_5.0 _28. Concrete. Heavyweight 461 3_50 28 Concrete Heayvweiah_t� 1,232 -3-5-0 ?8 Concrete, Heavyweight 1,494 3_50 28 ConcreteJieavmeig.it _1.396 390 28 PERIMETER LOSSES Inside Location Cond. Form 3 Reference R -Val. Commen.s Q_98 n/a F2 ^0. Kitchen[Ea_nily_/_Slab_ort-Gtade_ ____ 0.98 n/a 2 Guest Casita /Slab on Grade _ -0-9-6 n/a 2. gaster aedroom / Ia�or�Grade___ 0_98 n/a 0 Galle /Living / Slab on Grade 0-9-8 n/a 2 r de Bedrooms %ah Qn Grade- Type Length F2 Factor Insulation R -Val. Depth Location / Comments SlatPeri er 27 0.7M_ --0,9 Q _ Kitchen/Family S.I.ab-Eedmeier --18. 026 —0-0. Q -Guest-Casita- .uesLCasita_1ab3erimeter 11 ri 35 0.76 0 Q Maslen Bedroom 51ab3ebmeter _27_ Q.Z6 OQ 0 GallerdLiving .Slab_P_e.dmeter 650 _O_M 0.0 0 bedrooms HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments CenAr_al Furnace 80 Lo A -F lE_ Ducts in Attic 4.2 Setback — Kit Ehen/Family _ Central Furnace 80% AFUE Ducts in Attic 4.2 Setback Guest Casita Central Furnace 800/6AFUE Ducts in Attic 4.2 Setback Master Eedroom Central Furnace 80% AFUE Ducts in Attic 4.2 Setback Gallery/Living Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Locatioin / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback KitchenFamily Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Guest Casita Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Master Bedroom Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Gallery/1-iving WATER HEATING SYSTEMS Ratedl Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. A O SMITH PGCG-50-226 Small GasPipe Insulation �2_ 40.000 50 0-62— —tea— n/a 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS I EneravPro 3.1 By EneravSoft User Number: 2655 Job Number: Paae:14 of 27 1 Computer Method Summary (Part 3 of 3) C -2R Lot 13 _ 7/3/2003 _ Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS 15 of 27 F2 Insulation Type Length Factor R -Val. Depth Location / Comments HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments E�tt�l F_ ce 801LAF Ducts in Attic 4.2 SetbackQft-oms _ Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments -Split it CondiOner 12.O SEER Ducts in Attic 4.2 Setback Bedrooms WATER HEATING SYSTEMS Ratedl Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. _ 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS 15 of 27 Computer Method Summary (Addendum) C -2R Project Title 7/3/2003 Date Special Features and Modeling Assumptions The local 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 local enforcement aaencv determines the adeouacv of the iustification, and may refect a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field I The HVAC System "Kitchen/Family" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "Kitchen/Family" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1453 sqft Exposed Slab Floor, 3.50" thick at Kitchen/Family The HVAC System "Guest Casita" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "Guest Casita" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 461 sqft Covered Slab Floor, 3.50" thick at Guest Casita The HVAC System "Master Bedroom" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "Master Bedroom" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1232 sqft Covered Slab Floor, 3.50" thick at Master Bedroom The HVAC System "Gallery/Living" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "Gallery/Living" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1494 sqft Exposed Slab Floor, 3.50" thick at Gallery/Living The HVAC System 'Bedrooms" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. I Plan I Field The HVAC System "Kitchen/Family" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Guest Casita" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Master Bedroom" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Gallery/Living" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System 'Bedrooms" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. I EneravPro 3.1 By EneravSoft User Number. 2655 Job Number: Page:16 of 27 1 A Computer Method Summary (Addendum) C -2R Lot 13 7/3/2003 Project Title Date Special Features and Modeling Assumptions The local 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 local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies )ased on the adequacy of the special justiticatlon and documentation submitted. The HVAC System 'Bedrooms" includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1296 sqft Covered Slab Floor, 3.50" thick at Bedrooms Plan I Field HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. plan Field EnergvPro 3.1 By EnergySoft User Number: 2655 Job Number. Page: 17 of 27 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ;PROJECT NAME Lot 13 'SYSTEM NAME Kitchen/Family JENGINEERING CHECKS IL ---I—.-- Number of Systems 11 –� 1!� ;Heating System 4.8 Output per System ! 89,00011 Total Output (Btuh) I 89,0001! i Output (Btuh/sgft) 1L_ 61.311 i . ;Cooling System �I Output per System 58,000 Total Output (Btuh) 58,000 j Total Output (Tons) 4.8 Total Output (Btdh/sqft) 39.9 r Total Output (sgftlron) 300.61 (Air Svrfam CFM per System 2,055 Airflow (cfm) 21055 Airflow (cfm/sgft) 1.41 Airflow (cfmrron) 425.2 Outside Air (%) 0.0 i Outside Air (cfmisgft) 0.00 Note: values above given at ARI conditions (EATING SYSTEM PSYCHROMETRICS 26.0 OF 69.4 OF 69.4 of Outside Air 0 0 cfm 69.4 of DOLING SYSTEM PS 111.0 / 77.4 OF Outside Air 0 cfm 78.7 / 67.0 °F DATE 7/3/2003 FLOOR AREA 1,453 ---------- BDP CO. 563AN060-A 36,4631 17,0451 Total Adjusted System Output 36,463 7,04 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm 109.8 of Supply Fan Heating Coil 2055 cfm RICS Heatin �% Return Air Ducts 'I res at 78.7 / 67.0 OF 78.7 / 67.0 °F E 62.1/61.10F @f Supply Fan Cooling Coil 2055 cfm 89,0001 89,000 Jan 12 ami i I Supply Air Ducts I 109.2 OF ' ROOMS':, 70.0 OF Supply Air Ducts i 62.8/61.3OF i 5&1% R.H. MS 78.0/66.8 of Return Air Ducts `S ! EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:18 of 27 COIL COOLING PEAK ' � COIL HTG. PEAK . CFM i Sensible Latent J , CFM , Sensible Total Room Loads I 1,7961 29,310. 3,4641- 609 25,621 Return Vented Lighting —0: — Return Air Ducts 1 1,466, 1,2811 Return Fan F—off �� 0 Ventilation i 01 0i 01. 011 01 Supply Fan of ' 0 Supply Air Ducts 1,466 i— 1,2811 TOTAL SYSTEM LOAD 32,2411 3,4641 r-, i 28,1831 ---------- BDP CO. 563AN060-A 36,4631 17,0451 Total Adjusted System Output 36,463 7,04 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm 109.8 of Supply Fan Heating Coil 2055 cfm RICS Heatin �% Return Air Ducts 'I res at 78.7 / 67.0 OF 78.7 / 67.0 °F E 62.1/61.10F @f Supply Fan Cooling Coil 2055 cfm 89,0001 89,000 Jan 12 ami i I Supply Air Ducts I 109.2 OF ' ROOMS':, 70.0 OF Supply Air Ducts i 62.8/61.3OF i 5&1% R.H. MS 78.0/66.8 of Return Air Ducts `S ! EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:18 of 27 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ;PROJECT NAME I DATE Lot 13 7/3/2003 ;SYSTEM NAME FLOOR AREA Guest Casita 461 NGINEERING CHECKS Number of Systems Total Output (Btuh) Heating System Total Output (Tons) Output per System 37,00011( ' Total Output (Btuh) — Output (Btuh/sqft) i 37,0001, i I 80.3�� 'Cooling System 1II Output per System j 23,200 Total Output (Btuh) 23,200 Total Output (Tons) 1.9 Total Output (Btuh/sgft) 50.3 Total Output (sgft/Ton) 238.4 Total Room Loads COIL COOLING PEAK i : COIL_HTG. PEAK CFM . Sensible. Latent CFM Sensible 9141 12,359• 1,099 _ 289_ 11,583, CFM per System 895 BDP CO. 563AN024-A Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 13,343 8,610 1 I i i I 13,3431 8,6101 Aug 2 pm �� I 37,000 i i — 37000 i ,; ' i Jan 12 am I Airflow (cfm) 895 i Airflow (cfm/sgft) 1.94 I Airflow (cfmrron) 462.9 Ot id Ai Outside r (%) 1 0.0 I Outside Air (cfm/sqft) 0.00 1 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS (Airstream Temaeratures at Time of Heating Peak) 26.0 of , 69.4 of 69.4 of E 108.0 of Outside Air 0 cfm 69.4 of 0 Supply Fan Heating Coil 895 cfm Return Air Ducts Supply Air Ducts 107.4 of ROOMS I i 70.0 of DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak ;111.0 / 77.4 of Outside Air 0 cfm i 78.6 / 68.5 of 78.6 / 68.5 of 78.6 / 68.5 OF . 64.7 / 63.8 of Supply Fan Cooling Coil 895 cfm �% Return Air Ducts '� Supply Air Ducts i I 65.4/64.0 OF 61.5% R.H. 1 ROOS i 78.0/68 . 3 of EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number. Page: 19 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY !PROJECT NAME Lot 13 'SYSTEM NAME Master Bedroom Number of Heating Sys Output per Total Outpi Output (Bti Cooling Sy: 70,000 70,000 Output per System 1 40,000 Total Output (Btuh) I 40,000 ` Total Output (Tons) 3.31 Total Output (Btuh/sqft) 32.5 Total Output (sgft/Ton) I 369.6 I, Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfmrron) Outside Air (%) I� i Outside Air (cfm/sgft) Note: values above giver EATING SYSTEM P: at ARI conditions YCHROMETRICS DATE 7/3/2003 FLOOR AREA 1,232 SYSTEM LOAD COIL COOLING PEAK (COIL HTG. PEAK. CFM Sensible; Latent I CFM Sensible 1,395 1,395 BDP CO. 563AN042-A 1 25,5731 11,137) 1.13 I 418.5 0.0 Total Adjusted System Output 25,573 11,137 (Adjusted for Peak Design Conditions) 0.00 TIME OF SYSTEM PEAK - Aug 2 PM 26.0 OF 69.4 OF 69.4 OF ■ 116.20F Outside Air 0 cfm Supply Fan Heating Coil 1395 cfm 69.4 OF E—y 70,000! 70,0001 ! i Jan 12 am; Supply Air Ducts 115.6 OF ROOMS I 70.0 of Return Air Ducts OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak i 111.0 / 77.4 OF 78.7 / 66.7 OF 78.7 / 66.7 OF 61.6 / 60.5 OF Outside Air .� Supply Air Ducts 0 cfm Supply Fan Cooling Coil 62.2 / 60.7 °F 1395 cfm 55.0% R.H. 78.0/66.5°F 78.7/66.7°F Return Air Ducts I I EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 20 of 27 j HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME i DATE Lot 13 _ _ — i 7/3/2003 'SYSTEM NAME FLOOR AREA Gallery/Living_ 1,494 ENGINEERING CHECKS I� Number of Systems 1.38 .Heating System _ Output per System 89,000 • Total Output (Btuh) 89,00011; Output (Btuh/sgft) 59.6!1; Cooling System Output per System _— I 58,000'1I Total Output (Btuh) 58,000li' Total Output (Tons) j 4.81 -- Total Output (Btuh/sgft) i 38.811 Total Output (sgft/Ton) 1 309.111 lAir System 1 1 I � CFM per System Airflow (cfm) 2,055 2,055 Airflow (cfm/sgft) 1.38 Airflow (cfmrron) 425.2 j Outside Air (%) 0.0 r Outside Air (cfm/sgft) 0.00 COIL COOLING PEAK ; +COIL HT_ G. PEAK . 'CFM Sensible; Latent : ' CFM ` Sensible Total Room Loads 11,966; 31,8331 _ 3,562' 623' 26,172_ Return Vented Lighting 01 Return Air Ducts 1,592' j 1,3091 Return Fan ! 01 i 0' , Ventilation 1 01 Oj of of 0 1 Supply Fan 01- I o Supply Air Ducts j 1,592 I 1,309! TOTAL SYSTEM LOAD 35,0161 3,562; 1 28,7901 BDP CO. 563AN060-A 36,450 17,1181 t Total Adjusted System Output 36,450 17,118] 1 (Adjusted for Peak Design Conditions) ; 1 TIME OF SYSTEM PEAK t Aug 2 pm? Note: values above given at ARI conditions 1 (EATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at 98 0001 l ' 89,000i I Jan 12 ami 1 26.0 OF 69.4 OF 69.4 OF 109.8 OF 1 Supply Air Ducts Outside Air 0 cfm 109.2 OF Supply Fan Heating Coil 2055 cfm j ROOMS 70.0 OF 69.4 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak i 111.0/77.4°F 78.7/67.0°F 78.7/67.0°F 62.2/61.1°F it I O4 SLpply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 2055 cfm 55.3% R.H. 78.7/67.0 °F �% Return Air Ducts 'I 62.9/61.4OF 1 ROOMS ;1 78.0 / 66.8 of 1 j EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:21 of 27 I ,. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ;PROJECT NAME I DATE Lot 13 ; 7/3/2003 SYSTEM NAME _ Bedrooms ENGINEERING CHECKS I `:Number of Systems Heating System i 70,000 Total Output (Bt Output (Btuh/sq Coolinq System Output per System 47,000 Total Output (Btuh) 47,000 Total Output (Tons) 3.9 7- 1 Total Output (Btuh/sgft) i 36.3 Total Output (sgft/Ton) i 330.9 :Air System 1 CFM per System 1 1,595 Airflow (cfm) 1,595 Airflow (cfm/sgft) 1.23 Airflow (cfm/Ton) 407.2 1 Outside Air (%) 0.0 1 Outside Air (cfm/sqft) 0.00 i COIL COOLING PEAK i COIL HTG_P_EAK CFM Sensible Latent CFM 1 Sensible-. Note: values above given at ARI conditions 1 1,427, 25,428 1:0901 EATING SYSTEM PSYCHROMETRICS (Airst FLOOR AREA 1,296 BDP CO. 563AN048-A I 30,957! 11,8361 I Total Adjusted System Output 30,9571 11,8361 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm 26.0 of 69.3 of 69.3 of m 110.30F Outside Air 0 cfm Supply Fan Heating Coil 1595 cfm 69.3 OF >% Return Air Ducts `S ao I !I � I 70,0001 Jan 12 ami 1 Supply Air Ducts 109.6 of ROOMSi 70.0 OF OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 1111.0 / 77.4 OF 78.7 / 66.2 OF 78.7 / 66.2 OF 60.6 159.5 OF I4 Supp=y Air Ducts Outside Air I 0 cfm Supply Fan Cooling Coil 61.4 / 59.8 OF 1595 cfm 53.2% R.H. ROOMS 1 0 78.0/65.9 OF 1 78.7 / 66.2 F i Return Air Ducts I i � I EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Paae:22 of 27 1 COIL COOLING PEAK i COIL HTG_P_EAK CFM Sensible Latent CFM 1 Sensible-. Total Room Loads 1 1,427, 25,428 1:0901 _ 537. 22,7951 Return Vented Lighting 0' Return Air Ducts i 1,2711 1,1401 , Return Fan 1 0 01 Ventilation i 01 0i 01 01 0 Supply Fan 0; 0 ; Supply Air Ducts 1,271; 1 1,1401 TOTAL SYSTEM LOAD 1 27,971 2,0901 25,075. , BDP CO. 563AN048-A I 30,957! 11,8361 I Total Adjusted System Output 30,9571 11,8361 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm 26.0 of 69.3 of 69.3 of m 110.30F Outside Air 0 cfm Supply Fan Heating Coil 1595 cfm 69.3 OF >% Return Air Ducts `S ao I !I � I 70,0001 Jan 12 ami 1 Supply Air Ducts 109.6 of ROOMSi 70.0 OF OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 1111.0 / 77.4 OF 78.7 / 66.2 OF 78.7 / 66.2 OF 60.6 159.5 OF I4 Supp=y Air Ducts Outside Air I 0 cfm Supply Fan Cooling Coil 61.4 / 59.8 OF 1595 cfm 53.2% R.H. ROOMS 1 0 78.0/65.9 OF 1 78.7 / 66.2 F i Return Air Ducts I i � I EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Paae:22 of 27 1 ROOM LOAD SUMMARY PROJECT NAME Lot 13 DATE 7/3/2003 SYSTEM NAME Kitchen/Family FLOOR AREA 1,453 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEA.{ COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM I SENSIBLE Kitchen/Family1 Kitchen/Family 1,796 29,310 3,464 1,796 29,310 3,464 609 25,621 I I i PAGE TOTAL 1 1,7961 29,310 3,464 609 25,621 TOTAL 1 1,796 29,310 3,464 609 25,621 EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number. Page:23 of 27 (ROOM LOAD SUMMARY I PROJECT NAME DATE Lot 13 7/3/2003 SYSTEM NAME FLOOR AREA Guest Casita 461 i(VVIYI LVAL/ JVIY1 ROOM COOLING PEAK COIL COOLING PEAK 11 COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM I SENSIBLE LATENT CFM SENSIBLE LATENT 11 CFM SENSIBLE Guest Casita Guest Casita 1 914 12,359 1,099 914 12,359 1,099 289 11,583 I PAGE TOTAL 1 914 12,359 1,099[77289[:::11,583 TOTAL 1 914 12,359 1,099 289 11,583 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. Page:24 of 27 4 . i " (ROOM LOAD SUMMARY I PROJECT NAME Lot 13 SYSTEM NAME Gallery/Livin n n��u��wov DATE 7/3/2003 FLOOR AREA 1,494 RVVIYI LV/11J JVv�n�/'u� ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK I ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Galle /Livin Gallery/Living 1 1,966 31,833 3,562 1,966 31,833 3,562 623 26,172 PAGE TOTAL I 1,966 31,833 3,562 623 26,172 TOTAL 1,966 31,833 3,562 623 26,172 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. Page:26of 27 ROOM LOAD SUMMARY PROJECT NAME DATE Lot 13 7/3/2003 SYSTEM NAME FLOOR AREA Bedrooms 1,296 RC1C1M I ()An SUMMARY EnergyPro 3.1 By EnergySok User Number. 2655 Job Number. Page:27 of 27 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLEI LATENT CFM SENSIBLE Bedrooms Bedrooms 1 1,427 25,428 3,090 1,427 25,428 3,090 537 22,795 EnergyPro 3.1 By EnergySok User Number. 2655 Job Number. Page:27 of 27 Hydrology Study, City of La Quinta Lot 13, Tract No. 21176 A&M Builders Vista Bonita Trail Feiro Engineering, Inc. P.O. Box 12980 Palm Desert, CA 92255 (760) 346-8015 (760) 346-2548 Fax www.feiro.net Z 01 o. 2260 m 0�- , E. P. 1 2/31 /06/� OF CAi iF�' 41-625 Eclectic Street, Suite C-1 P.O. Box 12980 Palm Desert, Ca. 92255 (760) 346-8015 (760) 346-2548 Fax www.feiro.net 20C-005 5/29/03 41-625 Eclectic Street, Suite C-1 P.O. Box 12980 Palm Desert, Ca. 92255 (760) 346-8015 (760) 346-2548 Fax www.feiro.net vertio.-En, nanngzhric., 9;MI -1 Hydrology Report May 29, 2003 The purpose of this report is to define hydrologic requirements of the site located at 51-880 Vista Bonita Trail in La Quinta. The existing site is vacant and an 8000 sf single-family residence is proposed. It is a requirement of the City of La Quinta that, "Residential lots one -acre and larger require on-site retention of all stormwater". The Tract Map for this development indicates a "20' PUE and Drainage Easement" along the east property line, and it is unknown whether this easement physically functions as a drainage course. Nevertheless, the grading for this project was designed to allow stormwaters to pass through the site, within this easement, unaltered. 3 -hour, 6 -hour, and 24-hour duration, 100 -year frequency storms were modeled using the Unit Hydrograph method, and are attached. The calculations show a required retention volume of 5700 cu ft for the 6 -hour storm (worst case). The on-site retention basins are designed to be 14,000 cu ft and 4,400 cu ft, which are more than adequate for the required retention. Ronald K. 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Ygm y `�� 3 • Y CLU �`tl I FD!vro ��' GERppANIIM AV h I% ------- so .b I oIfAW T{ < oElAxo�BR REV i R LRklou =. : 'AVE 50 - - Q`a 3 50 i s ; I I AVE A I --- AVE slow T6`7 _ r -I- '--- ~ � I I _ L y,ANDARt,� RONELO Z QUINT A F 7ENOA _DR YIST. _ ) 1 51 AVE 51 �r ■ `, O W DEL ` u f 92253 3 ■r y, Z I I AVE i 5 51 -- w¢ AVE TR \\` LA aRESORj A CLUB\\�9f CT71W COUP BETH of 11 Lf CLUB• ', �� z LA_ i CIR �I POLO wm RD—_ m `� 52 AVE 52 .AVE _ - Nto 7micIEE �vAUEY t � . rs . ,. .,< ,s A �FZn _ J� 1 I 7 r} rMaD' -+ CPA 29; y o -y s • ' ` .i+ 42'30,, �.'30 id I Gb CPA7a` ' CPA I e2.ti`. C CPA pA MaD.. +Gtr/, q MaD 'J�� y .., CsA e{ is CPA ti PA Nub 4i 48 MaB Is r wen a p - A K MaB MaB t -'�.. :, hell &/ttjTA to etaD } + �• r. MaD D y' Ma6 rf: Mab , , •� Mab MaB * ~ MaD •• ; y v j r ,MaB 1 Ia6 I :. ObA `t 32 J1+ 31 t MaD 1 \ MaB n/� �.. - -- T. 5 S. Water 9 - ..� � �-� �_ �ti Mab • •! _ �. r — ,� c.. i,% 'M3S •fin ''� MaD r. Ma6 yi 9P a 50�•' �� '� 'w g 11 C 4 ENUE,; �a 50f .ti• +.- � MOD", Well'.-- t►i ,A t j. t r r GbP Vt " : rt ay.: a , ur MaB GbA S Ma6 Mab { - {i y T. 6 S. �. GbA P i. t rbA-- MaD r .. _ C, f r. to :a i i GeA IP Marl f A Z A' 1 Is It — GbA _(� tfi k v MaB i {P GbA -A J -- Well VENUE 52 b - Ma Is GbA y vy: y < Pum, --- ' 40' R Ru- 't �I s{ R it MaB _� g 9 7 RO uf�-tea 1 - _ - - - wig' --- 6 a e• .. '.v , � �;! � TSM ` t �;, x 4►,p`"� GbA CPA PA CPA .� ._ .. _ ,�. Via. -... •� , �� i �.•� aT.: \. _• y — , GbA � A 54 Ru RO' �y'. ' r MaB 4y R� 1p . _• s CPA LO GbA t4 n RIVERSIDE COUNTY, CALIFORNIA 23 pacity is 3.5 to 5.5 inches. The effective rooting depth is 60 inches or more. A water table is at a depth of 1.5 to 5 feet or more. These soils are used for truck crops, citrus, grapes, alfalfa hay, dates, and homesites. Representative profile of Myoma fine sand, 0 to 5 percent slopes, in a citrus grove, 350 feet east and 50 feet south of north quarter corner of sec. 11, T. 6 S., R. 7 E., SBBM: C1-0 to 18 inches; light olive gray (5Y 6/2) fine sand, olive gray (5Y 5/2) moist; salt and pepper appearance; many mica flakes; single grain; loose, nonsticky and nonplastic; common very fine roots; very few fine roots; common very fine inter- stitial pores; slightly effervescent; some concha shells; moderately alkaline (pH 8.2) ; clear smooth boundary. C2-18 to 24 inches; light olive gray (5Y 6/2) very fine sand, olive gray (5Y 5/2) moist; salt and pepper appearance; many mica flakes; single grain; loose, nonsticky and nonplastic; common very fine roots; common very fine interstitial pores; strongly effervescent; moderately alkaline (pH 8.0) ; clear wavy bound- ary. C3-24 to 31 inches; light olive gray (5Y 6/2) fine sand, olive gray (5Y 5/2) moist; salt and pepper appearance; many mica flakes; single grain; loose, nonsticky and nonplastic; few very fine and fine roots; common very fine interstitial pores; strongly effervescent; concha and clam shells; moderately alkaline (pH 8.4) ; clear wavy boundary. C4-31 to 60 inches; light olive gray (5Y 6/2) very fine sand, olive gray (5Y 4/2) moist; salt and pepper appearance; many mica flakes; single grain; loose, nonsticky and nonplastic; few very fine roots; common very fine interstitial pores; strongly effervescent; occasional concha and clam shells; strongly alkaline (pH 8.6) . The C1 horizon is sand, fine sand, very fine sand, or loamy fine sand that is less than 15 percent by volume of coarse fragments. Color is in hue of 10YR through 5Y yellow; value of 5 to 7 inclusive dry, 3 through 6 moist; and chroma of 1 through 3 dry and moist. The 10- to 40 -inch control section is fine sand, very fine sand, and loamy fine sand and less than 15 percent coarse fragments. It is in hue of 10YR through 5Y yellow; value of 5 to 7 inclusive dry, 3 to 6 moist; and chroma 1 to .3 inclusive moist and dry. The control section is less than 15 percent coarse and very coarse sand. The C4 horizon is similar to the control section. In many areas concha shells and oyster shell fragments are common in the profile. The soils are slightly to violently effervescent with disseminated lime and are moderately to strongly al- kaline. Depth to the water table ranges from about MaB—Myoma ne sand, to 5 percent slopes. This nearly level to gently sloping soil is on alluvial fans where they merge with the finer textured flood plain and basin soils. It has the profile described as repre- sentative of the series. About 8 percent of this mapping unit is included areas of Carsitas soils, 4 percent Coachella soils, 2 per- cent Riverwash, and 5 percent noncalcareous Myoma soils. Also included are some areas of sand; small areas of soils that have a coarse sand, sandy loam, or fine sandy loam surface layer; small areas of deposition along windbreaks and fence lines; and small areas with slopes greater than 5 percent in citrus groves and vineyards. In some areas south of Dillon Road (Sky and Fun Valley) are soils with brown or yellowish brown loamy sand between depths of 10 and 40 inches, and some areas northwest of Martinez Canyon have a thin surface deposit of gravelly sand. Runoff is very slow. The erosion hazard is slight (fig. 4) . The hazard of soil blowing is high. This soil is used for truck crops, citrus, grapes, al- VI hay, homesites, and recreation. Capability unit IIe-4 (31) irrigated, VIIIe-1 3 Ma13—_-W1yon1a hne s n , 55 0 5 ercent slopes. This moderately sloping to rolling soil is on dunes and alluvial fans. It has a profile similar to the one de- scribed as representative of the series, but it is non - calcareous throughout. This soil does not have the free lime described in the range for the series, but this difference does not affect its use and management. About 6 percent of this mapping unit is included areas of Coachella soils, 1 percent Carsitas soils, 1 per- cent Riverwash, and 5 percent calcareous Myoma soils. Also included are areas of calcareous soils on Edom Hill and Flat Top and east of Salton Sea; some small areas of sand and loamy fine sand; and some dune areas along the ancient beach lines that have a sand profile. Runoff is very slow. The erosion hazard is slight. The hazard of soil blowing is high. This soil is used for homesites and recreation, and when leveled, for truck crops, citrus, and grapes. Capability unit IIIe-4 (31) irrigated, VIIIe-1 (30) dryland. McB—Myoma fine sand, wet, 0 to 5 percent slopes. This nearly level or gently sloping soil is on alluvial fans near the southeastern edge of the area where the fans become more sloping and in other areas adjacent to finer textured soils. It has a profile similar to the one described as representative of the series, but it has a water table at a depth of 18 to 60 inches. About 5 percent of this mapping unit is included areas of Niland soils, 4 percent Coachella soils, 2 per- cent Carsitas soils, and 1 percent Indio soils. Also in- cluded are some small areas along Salton Sea where the water table is at a depth of 6 to 18 inches and small areas where slopes are 5 to 15 percent. Runoff is very slow. The erosion hazard is slight. The hazard of soil blowing is high. A high water table is at a depth of 20 to 60 inches. The soil requires tile drains for sustained crop production. It is slightly saline. This soil is used for truck crops, citrus, grapes, dates, alfalfa hay, homesites, and recreation. Capability unit IIIw-4 (31) irrigated. 7$ SOIL SURVEY TABLE 12. Sail and water features—Continued Hydro- Soil name and logic map symbol group Flooding High water table Bedrock Frequency Duration Months Depth Kind Months Depth Hardness FC !» Myoma: MaB, MaD--------- - one----- - -------- --- --- - - >6.0 -------------- ------------ >60 ---------- MCB ----------------- None ------ -------------- 1.5-5.0 Apparent ----- Jan -Dec--_. >60 Niland: NaB----------------.C None------ -------------- ------------ >6.0 -------------- ------------ >60 ---------- NbB-----------------C None ------ -------------- ------------ 1.5-5.0 Apparent_-_-_ Jan -Dec ---- >60 _ Omstott: OmD---------------- C None------ -------------- ------------ >6.0 -------------- "------------ 4-20 Rippable. O rI.- Omstott part------- C None------ -------------- ------------ >6.0 -------------- ------------ 4-20 Rippable. Rock outcrop part. Riverwash: RA. Rock outcrop: RO. RTI: Rock outcrop part. Lithic Torripsammentspart. D None______ -------------------------- >6.0 -------------- ----------- 1-10 Hard. Rubble land: RU. Salton: Sa, Sb_______________ D None ------ ______________ ------------ 2.0-5.0 Apparent_--__ Jan -Dec ---- >60 _----_---- Soboba: So D, SpE------------ A None------ -------------- ------------ >6.0 -------------- ------------ >60 _ Torriorthents: TO 1: Torriorthents part. Rock outcrop part. Tujunga: Tp E, TrC, TsB------- A None------ -------------- ------------ >6.0 -------------- ------------ >60 ---------- I This mapping unit is made up of two or more dominant kinds of soil. See mapping unit description for the composition and behavior of the whole mapping unit. parent; and the months of the year that the water table commonly is high. Only saturated zones above a depth of 5 or 6 feet are indicated. Information about the seasonal high water table helps in assessing the need for specially designed foundations, the need for specific kinds of drainage systems, and the need for footing drains to insure dry basements. Such information is also needed to decide whether or not construction of basements is feasible and to determine how septic tank absorption fields and other underground installations will function. Also, a seasonal high water table affects ease of excavation. Depth to bedrock is shown for all soils that are underlain by bedrock at a depth of 5 to 6 feet or less. For many soils, the limited depth to bedrock is a part of the definition of the soil series. The depths shown are based on measurements made in many soil borings and on other observations during the mapping of the soils. The kind of bedrock .and its hardness as related to ' ease of excavation is also shown. Rippable bedrock can be excavated with a single -tooth ripping attach- ment on a 200 -horsepower tractor, but hard bedrock generally requires blasting- Formation, lasting Formation, Morphology, and Classification of the S-9ils This section contains descriptions of the major fac- tors of soil formation as .hey occur in the Coachella Valley Area, a summary of significant morphological characteristics of the soils -of the Area, an explanation of the current system of classifying soils by categories broader than the series, aad a table showing the clas- Department of Agriculture has investigated the hydrologic characteristics of soils as related to runoff potential, and has developed a systerr. use- ful to the District to classify soils into four hydrologic soils groups as follows: Group A - Low runoff potential. Soils having high infiltration rates even when thoroughly wetted and consisting chiefly of ceeep, well to excessively drained sands or gravels. These scils have a high rate of water transmission. Group B - Soils having moderate infiltration rates when thoroughly wetted and consisting chiefly of moderately deep to deep, moderately well to well drained soils with moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. Group C - Soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine texture. These soils have a slow rate of water trans- mission. Group D - High runoff potential. Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a perm -anent high water table, soils with a claypan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water trans- mission. In some cases a dual soil designation such as "B -C" has been assigned to an area. This indicates the infiltration characteristics are too vari- able either geographically or with time, to assign the soil to a single classification. In such cases the more conservative value is recosmended for design hydrology. Thio SCS `and 'U. S'.- Forest -Service -(USFS') -have mapped '-soil -types--and- assigned hydrologic soils classifications in many areas of the District. Using this information the District has compiled generalized hydrologic . soils classification maps. These maps are shown on Figures C-1.01 through C-1.66. In areas which have not yet been mapped, SCS or USFS personnel ^_ may be able to supply generalized soils information. The District will C-2 i. ' update the soils maps as additional information becomes available. 1 Soil Cover Type.- The type of vegetation or ground cover on a watershed, :.a and the quality or density of that cover, have a major impact on the Einfiltration capacity of a given soil. in consideration of cover type J and quality the District uses a system developed by the SCS, whose J studies on the affect of cover type on runoff potential are believed to represent the most comprehensive information available for this region. Detailed descriptions of these cover types grouped in three broad classifications (Natural, Urban, and Agricultural) are given on Plate C-2, Definitions of cover quality are as follows - Poor - Heavily grazed or regularly burned areas. Less than 50 percent of the ground surface is -protected by plant cover or brush and >3 tree canopy. , Fair - Moderate cover with 50 percent to 75 percent of the ground sur- face protected. .' Good - ea or dense cover with more than 75 vy percent of the ground surface protected. In most cases cover type and quality can be readily determined by a field review of a study watershed. USFS personnel may also be helpful in determining such information in remote mountainous areas of the District. Antecedent Moisture Conditions - Antecedent moisture condition (AMC) has a major effect on the runoff potential of a particular soil -cover complex. •'i AMC can be defined as the relative wetness of a watershed fust prior to a flood producing storm event. AMC is sometimes expressed as the amount Such evaluations are crude at best due to the importance of the time dis- tribution of rainfall within the antecedent period, etc. For this reason -..7 ;v C-3 RUNOFF INDEX NUMBERS OF HYDROLOGIC SOIL -COVER COMPLEXES FOR PEF_VIOUS AREAS -AMC II Cover Type (3) Quality of Soil Group Cover (2) A B C D NATURAL COVERS - Barren 78 86 91 93 (Rockland, eroded and graded land) Chaparrel, Broadleaf Poor 53 70 80 85 i (Manzonita, ceanothus and scrub oak) _ Fair 40 63 75 81 Good 31. 57 71 78 Chaparrel, Narrowleaf Poor EM 82 88 91 (Chamise and redshank) Fair 55 72 81 86 ! -Grass, Annual or Perennial Poor 67 78 86 89 Fair 50 69 79 84 Good 38 61 74 80 s Meadows or Cienegas Poor 63 77 85 88 '(Areas with seasonally high water table, Fair 51 70 80 84 principal vegetation is sod forming grass) Good 30 58 72 78 Open Brush Poor 62 76 84 88 = (Soft wood shrubs - buckwheat, -sage, etc.) Fair 46 66 77 83 Good 41 63 75 81 Woodland Poor 45 66 77 83 (coniferous or broadleaf trees predominate. Fair 36 60 73 79 Canopy density is at least 50 percent) Good 28 55 70 77 z Woodland, Grass Poor 57 73 82 86 (Coniferous or broadleaf trees with canopy Fair 44 65 77 82 density from 20 to 50 percent) Good 33 58 72 79 URBAN COVERS - ! Residential or Commercial Landscaping =Good32 56 69 75 j (Lawn, shrubs, etc.) <t i Turf Poor 58 74 83 87 (Irrigated and mowed grass) Fair 44 65 77 82 ' Good 33 58 72 79 AC:RTCTTT.TTTRAT. C''MrPP(Z - I j Fallow 76 85 90 92 (Land plowed but not tilled or seeded) a R C F C a w C D RUNOFF INDEX NUMBERS ' � 'I�YD�J�Y��A FO PERVIOUS AREAS PLATE E-6.1 0 of 2) UNIT PATTERN % STORM RAIN LOSS RATE EFF RAIN Q[CFS) Volume (Cu Ft) 1 1.3 0.343 0.309 0.034 0.1 0 2 1.3 0.343 0.309 0.034 0.1 21 3 1.1 0.290 0.261 0.029 0.1 40 4 1.5 0.396 0.356 0.040 0.1 64 5 1.5 0.396 0.356 0.040 0.1 89 6 1.8 0.475 0.428 0.048 0.1 119 7 1.5 0.396 0.356 0.040 0.1 144 8 1.8 0.475 0.428 0.048 0.1 174 9 1.8 0.475 0.428 0.048 0.1 203 10 1.5 0.396 0.356 0.040 0.1 228 11 1.6 0.422 0.380 0.042 0.1 255 12 1.8 0.475 0.428 0.048 0.1 284 13 2.2 0.581 0.574 0.007 0.0 289 14 2.2 0.581 0.574 0.007 0.0 293 15 2.2 0.581 0.574 0.007 0.0 298 16 2.0 0.528 0.475 0.053 0.1 331 17 2.6 0.686 0.574 0.113 0.2 402 18 2.7 0.713 0.574 0.139 0.3 489 19 2.4 0.634 0.574 0.060 0.1 527 20 2.7 0.713 0.574 0.139 0.3 614 21 3.3 0.871 0.574 0.298 0.6 800 22 3.1 0.818 0.574 0.245 0.5 953 23 2.9 0.768 0.574 0.192 0.4 1,074 24 3.0 0.792 0.574 0.219 0.5 1,210 25 3.1 0.818 0.574 0.245 0.5 1,364 26 4.2 1.109 0.574 0.535 1.1 1,699 27 5.0 1.320 0.574 0.747 1.5 2,166 28 3.5 0.924 0.574 0.351 0.7 2,386 29 6.8 1.795 0.574 1.222 2.5 3,151 30 7.3 1.927 0.574 1.354 2.8 3,998 31 8.2 2.165 0.574 1.591 3.3 4,994 <Qmax 32 5.9 1.558 0.574 0.984 2.0 5,610 33 2.0 0.528 0.475 0.053 0.1 5,643 34 1.8 0.475 0.426 0.048 0.1 5,673 35 1.8 0.475 0.428 0.048 0.1 5,703 36 0.6 0.158 0.143 0.016 0.0 5,713 Total Rain --- > 9,16 Unit Time Period = 5 Min. ` Point Rainfall 2.200 Pattern % Coef. 0.264 ` Pery Loss Rate 0.740 ' Impery Area % 0.250 Adj. Loss Rate 0.574 Trib Area (sf) 89,870 2.1 AC. EFF. RAIN. ;_ ��0763 Volume ( 6,716-, 1 of 1 20c-005 3 hour- 5/29/2003 11:13 AM UNIT PATTERN %, STORM RAIN LOSS RATE EFF RAIN Q[CFS] Volume Cu Ft 1 0.5 0.150 0.135 0.015 0.031 0 2 0.6 0.180 0.162 0.018 0.037 11 3 0.6 0.180 0.162 0.018 0.037 22 4 0.6 0.160 0.162 0.018 0.037 34 5 0.6 0.180 0.182 0.018 0.037 45 6 0.7 0.210 0.189 0.021 0.043 58 7 0.7 0.210 0.189 0.021 0.043 71 8 0.7 0.210 0.189 0.021 0.043 84 9 0.7 0.210 0.189 0.021 0.043 97 10 0.7 0.210 0.189 0.021 0.043 111 11 0.7 0.210 0.189 0.021 0.043 124 12 0.8 0.240 0.216 0.024 0.050 139 13 0.8 0.240 0.216 0.024 0.050 154 14 0.8 0.240 0.216 0.024 0.050 169 15 0.8 0.240 0.216 0.024 0.050 184 16 0.8 0.240 0.216 0.024 0.050 199 17 0.8 0.240 0.216 0.024 0.050 214 18 0.8 0.240 0.216 0.024 0.050 229 19 0.8 0.240 0.216 0.024 0.050 244 20 0.8 0.240 0.216 0.024 0.050 259 21 0.8 0.240 0.216 0.024 0.050 274 22 0.8 0.240 0.216 0.024 0.050 289 23 0.8 0.240 0.216 0.024 0.050 304 24 0.9 0.270 0.243 0.027 0.056 321 25 0.8 0.240 0.216 0.024 0.050 336 26 0.9 0.270 0.243 0.027 0.056 352 27 0.9 0.270 0.243 0.027 0.056 369 28 0.9 0.270 0.243 0.027 0.056 386 29 0.9 0.270 0.243 0.027 0.056 403 30 0.9 0.270 0.243 0.027 0.056 420 31 0.9 0.270 0.243 0.027 0.056 437 32 0.9 0.270 0.243 0.027 0.056 454 33 1.0 0.300 0.270 0.030 0.082 472 34 1.0 0.300 0.270 0.030 0.062 491 35 1.0 0.300 0.270 0.030 0.062 510 36 1.0 0.300 0.270 0.030 0.062 529 37 1.0 0.300 0.270 0.030 0.062 547 38 1.1 0.330 0.297 0.033 0.068 568 39 1.1 0.330 0.297 0.033 0.068 589 40 1.1 0.330 0.297 0.033 0.068 609 41 1.2 0.360 0.324 0.036 0.074 632 42 1.3 0.390 0.351 0.039 0.060 656 43 1.4 0.420 0.378 0.042 0.087 682 44 1.4 0.420 0.378 0.042 0.087 709 45 1.5 0.450 0.405 0.045 0.093 737 46 1.5 0.450 0.405 0.045 0.093 765 47 1.6 0.480 0.432 0.048 0.099 795 48 1.6 0.480 0.432 0.048 0.099 825 49 1.7 0.510 0.459 0.051 0.105 857 50 1.8 0.540 0.486 0.054 0.111 890 51 1.9 0.570 0.513 0.057 0.118 926 52 2.0 0.600 0.574 0.027 0.055 943 53 2.1 0.630 0.574 0.057 0.117 978 54 2.1 0.630 0.574 0.057 0.117 1,013 55 2.2 0.660 0.574 0.087 0.178 1,067 56 2.3 0.690 0.574 0.117 0.240 1,140 57 2.4 0.720 0.574 0.147 0.302 1,232 58 2.4 0.720 0.574 0.147 0.302 1,323 59 2.5 0.750 0.574 0.177 0.364 1,433 60 2.6 0.780 0.574 0.207 0.426 1,562 61 3.1 0.930 0.574 0.357 0.736 1,785 62 3.6 1.080 0.574 0.507 1.045 2,102 63 3.9 1.170 0.574 0.597 1.231 2,474 64 4.2 1.260 0.574 0.667 1.416 2,903 65 4.7 1.410 0.574 0.837 1.726 3,426 66 5.6 1.680 0.574 1.107 2.283 4,118 <-Qmex 67 1.9 0.570 0.513 0.057 0.118 4,153 68 0.9 0.270 0.243 0.027 0.056 4,170 69 0.6 0.180 0.162 0.018 0.037 4,181 70 0.5 0.150 0.135 0.015 0.031 4,191 71 0.3 0.090 0.081 0.009 0.019 4,196 72 0.2 0.060 0.054 0.006 0.012 4,200 Total Rain-> 6.737 Unit Time Period = 5 Min. Point Rainfall F 2.500 Pattern % Coef. 0.300 ' Pery Loss Rate 0.740 Impery Area % 0.250 Adj. Loss Rate 0.574 Trib Area (sf) 89,870 2.1 AC. EFF. RAIN 0.561 Volume (cf) 4,204 11of1 20c -C-05 6 Hour 05/29/2003 11:17 AM 20c-005'24_hour 05/29/2003 11:11 AM UNIT PATTERN % STORM RAIN LOSS RATE EFF RAIN O[CFS] Volume (Cu Ft) 1 0.2 0.040 0.036 0.004 0.008 0 2 0.3 0.060 0.054 0.006 0.012 11 3 0.3 0.060 0.054 0.006 0.012 23 4 0.4 0.080 0.072 0.008 0.017 38 5 0.3 0.060 0.054 0.006 0.012 49 6 0.3 0.060 0.054 0.006 0.012 60 7 0.3 0.060 0.054 0.006 0.012 71 8 0.4 0.080 0.072 .0.008 0.017 86 9 0.4 0.080 0.072 0.008 0.017 101 io 0.4 0.080 U.0/2 U.uuu U.U'I/ lie 11 0.5 0.100 0.090 0.010 0.021 135 12 0.5 0.100 0.090 0.010 0.021 154 13 0.5 0.100 0.090 0.010 0.021 173 14 0.5 0.100 0.090 0.010 0.021 191 15 0.5 0.100 0.090 0.010 0.021 210 16 0.6 0.120 0.108 0.012 0.025 233 17 0.6 0.120 0.108 0.012 0.025 255 18 0.7 0.140 0.126 0.014 0.029 281 19 0.7 0.140 0.126 0.014 0.029 308 20 0.8 0.160 0.144 0.016 0.033 338 21 0.6 0.120 0.108 0.012 0.025 360 22 0.7 0.140 0.126 0.014 0.029 386 23 0.8 0.160 0.144 0.016 0.033 416 24 0.8 0.160 0.144 0.016 0.033 446 25 0.9 0.180 0.162 0.018 0.037 480 26 0.9 0.180 0.162 0.018 0.037 514 27 1.0 0.200 0.180 0.020 0.041 552 28 1.0 0.200 0.180 0.020 0.041 569 29 1.0 0.200 0.180 0.020 0.041 627 30 1.1 0.220 0.198 0.022 0.045 668 31 1.2 0.240 0.216 0.024 0.050 713 32 1.3 0.260 0.234 0.026 0.054 762 33 1.5 0.300 0.270 0.030 0.062 818 34 1.5 0.300 0.270 0.030 0.062 874 35 1.6 0.320 0.288 0.032 0.066 934 36 1.7 0.340 0.306 0.034 0.070 998 37 1.9 0.380 0.342 0.038 0.078 1,069 38 2.0 0.400 0.360 0.040 0.083 1,144 39 2.1 0.420 0.378 0.042 0.087 1,223 40 2.2 0.440 0.396 0.044 0.091 1,306 41 1.5 0.300 0.270 0.030 0.062 1,362 42 1.5 0.300 0.270 0.030 0.062 1,418 43 2.0 0.400 0.360 0.040 0.083 1,493 44 2.0 0.400 0.360 0.040 0.083 1,568 45 1.9 0.380 0.342 0.038 0.078 1,640 46 1.9 0.380 0.342 0.038 0.078 1,711 47 1.7 0.340 0.306 0.034 0.070 1,775 48 1.8 0.360 0.324 0.036 0.074 1,842 49 2.5 0.500 0.450 0.050 0.103 1,936 50 2.6 0.520 0.468 0.052 0.107 2,034 51 2.8 0.580 0.504 0.056 0.116 2,139 52 2.9 0.580 0.574 0.006 0.013 2,151 53 3.4 0.680 0.574 0.107 0.220 2,351 -0max 54 3.4 0.680 0.574 0.107 0.220 2,550 55 2.3 0.460 0.414 0.046 0.095 2,637 56 2.3 0.460 0.414 0.046 0.095 2,723 1 of 2 20c-005 24 hour 05/29/2003 11:11 AM 57 2.7 0.540 0.486 0.054 0.111 2,824 58 2.6 0.520 0.466 0.052 0.107 2,922 59 2.5 0.500 0.450 0.050 0.103 3,016 60 2.4 0.480 0.432 0.048 0.099 3,106 61 2.3 0.460 0.414 0.046 0.095 3,192 62 1.9 0.380 0.342 0.038 0.078 3,263 63 1.9 0.380 0.342 0.038 0.078 3,335 64 0.4 0.080 0.072 0.008 0.017 3,350 65 0.4 0.080 0.072 0.008 0.017 3,365 66 0.3 0.060 0.054 0.008 0.012 3,376 67 0.3 0.060 0.054 0.006 0.012 3,387 68 0.5 0.100 0.090 0.010 0.021 3,406 69 0.5 0.100 0.090 0.010 0.021 3,425 70 0.5 0.100 0.090 0.010 0.021 3,443 71 0.4 0.080 0.072 0.008 0.017 3,458 72 0.4 0.080 0.072 0.008 0.017 3,473 73 0.4 0.080 0.072 0.008 0.017 3,488 74 0.3 0.060 0.054 0.006 0.012 3,500 75 0.2 0.040 0.036 0.004 0.008 3,507 76 0.3 0.060 0.054 0.006 0.012 3,518 77 0.4 0.080 0.072 0.008 0.017 3,533 78 0.3 0.060 0.054 0.006 0.012 3,545 79 0.2 0.040 0.036 0.004 0.008 3,552 80 0.3 0.060 0.054 0.008 0.012 3,563 81 0.3 0.060 0.054 0.008 0.012 3,575 82 0.3 0.060 0.054 0.006 0.012 3,586 83 0.2 0.040 0.036 0.004 0.008 3,593 84 0.3 0.060 0.054 0.006 0.012 3,605 85 0.2 0.040 0.036 0.004 0.008 3,612 86 0.3 0.060 0.054 0.006 0.012 3,624 87 0.2 0.040 0.036 0.004 0.008 3,631 88 0.3 0.060 0.054 0.006 0.012 3,642 89 0.2 0.040 0.036 0.004 0.008 3,650 90 0.2 0.040 0.036 0.004 0.008 3,657 91 0.2 0.040 0.036 0.004 0.008 3,665 92 0.2 0.040 0.036 0.004 0.008 3,672 93 0.2 0.040 0.036 0.004 0.008 3,680 94 0.2 0.040 0.036 0.004 0.008 3,687 95 0.2 0.040 0.036 0.004 0.008 3,695 96 0.2 0.040 0.036 0.004 0.008 3,702 Total Rain --- > 1.978 Unit Time Period = 15 Min. ' Point Rainfall 6.000 Pattern % Coef. 0.200 . Pery Loss Rate 0.740 ' Impery Area % 0.260 Adj. Loss Rate 0.574 ' Trib Area (so 89,870 2.1 AC. EFF. RAIN 0.494 Volume (co 3702 2of2