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05-3283 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number. 0.5-70.000312_931M Property Address: 57210 PENINSULA LN APN: 762-150-021- - Application description: DWELLING - SINGLE FAMILY DETACHED 1 Prop&ty GOhlhg: LOW DENSITY RECIDENTIAL LA QUINTA, CA 92253 Application valuation: 448649 Contractor: Applicant: Architect or Engineer: SOUTHERN HILLS DEVELOPMENT INC 78150 CALLE TAMPICO STE 101 LA QUINTA, CA 92253 (760)771-3497 Lic. No.: OOR SQUARE FOOT Lic. NO..:: 838041 041 T4hf 4� VOICE (760) 777-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 12/27/05 Owner: SOUTHERN HILLS 78-150 CALLE TAMPICO SUITE #10 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: LQPERDIIT ,t of La Qumta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building constructiokanj hereby authorize representatives of this count .to enter upon the above-mentioned properlr ins tion p ses. �Da e:, _ l v° raature:P,Appli nt_df.Agent.): _ JAN LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionalp Code, and my License is in full force and effect. WORKER'S COMP SATION ON I hereby affirm under penalty of perjury one of the followi claration nw(% 1 have and will maintain a certificate of consent to se as p vided License Class: B ti cense No.: 838041 _ for by Section 3700 of the Labor Code, for the performance h this pe it is 'P7 issued. Date_ 1^ie�t�(,-,�ontractor� _ I have and will maintain workers' compensation insurance, as required by Section 3 Labor = Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjuryth am exempt from the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become su'e t to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code shall rth i comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 byA C Date ��ki any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: e: -. Appjicant� (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and `'0'►1 the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE W ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMIN PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($ 100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR'CODE, INTEREST, AND ATTORNEY'S FEES. . one year of completion, the owner -builder will have the burden of proving that he or she did not build or I improve for the purpose of sale.). ` J APPLICANT ACKNOWLEDGEMENT 1 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the _ 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. - property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, _ ( ) I am exempt under Sec. , B.&P.C. for this reason _ the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City 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: LQPERDIIT ,t of La Qumta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building constructiokanj hereby authorize representatives of this count .to enter upon the above-mentioned properlr ins tion p ses. �Da e:, _ l v° raature:P,Appli nt_df.Agent.): _ Application Number . . . . . 05-00003283 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1700.00 Plan Check Fee 1105.00. Issue Date ... . . Valuation . . . 402198 Expiration Date 6/20/06 Qty Unit Charge Per Extension BASE FEE 639.50 303.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 1060.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 229.11 Plan Check Fee 57.28 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/20/06 Qty Unit Charge Per Extension BASE FEE 15.00 5163.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 180.71 920.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 18.40 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00. Permit . . .. GRADING. PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/20/06 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . 157.00 Plan Check Fee 39.25 Issue Date . . . Valuation . . . . 0 Expiration Date 6/20/06, 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 7.00 6.5000 EA MECH VENT FAN 45.50 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 LQPERAIIT Application Number . . . . . 05-00003283 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 214.50 Plan Check Fee 53.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/20/06 Qty Unit Charge Per Extension BASE FEE 15.00 22.00 6.0000 EA PLB FIXTURE 132.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 14.00 .7500 EA PLB GAS PIPE >=5 10.50 1.00 15.0000 - EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 5163 SQ. FT. SFD THIS PERMIT DOES NOT INCLUDE POOL & SPA BLOCK WALLS OR DRIVEWAY APPROACH:September 12, 2005 10:43:39 AM JJOHNSON ---------------------------------------------------------------------------- Other Fees . . . . . . . . .. ART IN PUBLIC PLACES -RES 621.62 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 110.50 DIF FIRE PROTECTION -RES 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 44.86 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary Charged --------------------------- Paid Credited ------------------------------ Due .. Permit Fee Total 2315.61 .00 .00 2315.61 Plan Check Total 1255.16 500.00 .00 755.16 Other Fee Total 3181.98 .00 .00 3181.98 Grand Total 6752.75 500.00 .00 6252.75 LQPERAIIT Building Address A Owner i 014 Q"X 7-353 P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO IQ LA QUINTA, CALIFORNIA 92253 Mailing " Address i��SD 4"u -C � Te -l01 City / Zip„ _ ress W IS 4 /Gly i�, �-� /D1C /, City 4 ZIpYZ�3 _2bv 7 7/ —311571 17 State Lic. City & Classif. �?,� g Lic. # Arch., Engr., - I4"(NZ4_- Designer ` N Address Tel^ Zy �cJAU-12Z, 12 N. S g�9 Z6o-1 1 -Lic. # LICENSrDIIACP�IDECLARATION I hereby affirm that I am li pf Chapter 9 (commencing with Section 7000) of Division th B si roeode, and my license is�,f^IIforcund effect. S! OWNER -BUILDER DECLARATION I hereby aff' at I am exempt from the Contractor's License Law for the following reason: (Sec. 7 3 ,Business and Professions Code: Any city or county which requires a permit to const alter, improve, demolish, or repair any structure, prior to its issuance also requires the app icant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ 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 hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for a hundr oilers ($100) valuation or less). I certify that in the performance of Irk f ich thi per it is issued, I shall not employ any person in any manner so as to ec me ject to r s' Compensation Laws of Calif ia. ``r Date 'Z _P!Owner NOTICE TO APPLICANT. If, afterking this Ce ificat of Exemption you should become subject to the Workers' Compe s lion provisions of the Labor Code, you must forthwith comply with such provisions or i permit shall be or revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST COC. GRP A.P. Number�,�,CO 424 e Legal Description (._l�% �� .J�/ 2ZS-2 Project Description Ly �fl��-�,•1� �J ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback frorn Property Line FINAL DATE_ Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE "=SS2 2- k6,,1'6 6 fills 7 0/ Z- 9O Sq. Ft. // Size �1� No. Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. , QQ Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS Wry OF LA NA CE DEPT. �J ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback frorn Property Line FINAL DATE_ Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE Coacl—NTIa Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: '1 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK N: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Date: January 4, 2006 Owner's Name: Southern Hills Development Phone No. (760) 792-4490 Project Address: 57-210 Peninsula Lane, La Quinta , CA Project Description: 1 Single Family Residence ,APN: 762-150-021 Tract #: 28522 Lot #'s: 10 Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 5,163 sq. Ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. \n n Dated: 01/04/06 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code 17620 65995 Number of Sq.Ft. 5,163 Amount per Sq.Ft. . $ 2.88 Amount Collected $ 14,869.44 Building Permit Application Completed: Yes/No Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Leticia C. Torres, Facilities Clerk Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requirk tha tis District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), o e 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'oerein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been ssued 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. iiVx;mycoci;dovtii ci'rtitiCfiii+i+fwmpliancc form i'bli':TI:) 11SF'.,u�nc 1/16/03 T CITY OYLA QUINTA. PLAN CHECK CORRECTION LIST Southern Hills Development, Inc. 78-150 Calle Tampico, Suite 101 December 19, 2005 La Quinta, CA 92253 (760) 771=3497 PLAN CHECK NO. 05-3283 (Structural)SECOND/FINAL CHECK ADDRESS 57-210 Peninsula Lane OCCUPANCY R=3/U-1 SCOPE OF WORK Living Area 5,163 S.F. TYPE -OF -CONST. V -N The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our professional opinion the plans are insubstantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTAand the.,State of California Amendment. APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, .AGENCIES, AND ASSOCIATIONS. Plans checked by: I 4��poulos ; VCA CODE GROUP 2200 W. Orangewood Avenue, Suite 155 Orange, CA 92868 (714) 363-4700 ext. 756 VCA Fiie No. LQ -17738 CITY OF LA QUINTA SUB=CONTRACTOR HqT Ox JOB ADDRESSS7� Ir0 ��✓�� PERMIT NUMBER p' 2 33 .OWNER. Souk-�'rl .+1 ��f'_ BUILDER `C%��a'� form shall be posted on the job with the Building Inspection Card, at all times in a conspicuous glace` Only persons appearing on this Thlist or their employees are authorized to work ,..........1.. ...al — -�.It crnnnana of wnrk anti/or the voidance Ceftific:a to of.0ccupanty,_., F. OF�w - Building & Safety Department This Certificate is issued -pursuant to the requirements of Section 109.6f 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_vanous, ordinances of the City. regulating "building; construction and/or use. - - - BUILDING ADDRESS: 57210 PENNINSULA LANE" .Use classification: SFD Building Permit No.:•05-3283 Occupancy Group: R3U1 Type of Construction: VN Land Use Zone: RL Owner of Buildin SOUTHERN HILLS - = r g: - �• - :Address-78-150-CALLE TAMPICO #101 , City; ST, ZIP: LA QUINTA CA 92253 By: DAVID GATICA - M Ri ;Date: 12=12-06 Building Official" - POST IN A CONSPICUOUS PLACE - -. - • . _ -_ -. ... AM 4. -- -- -- - - F r Sladden En ineering g g 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (562) 864 4121 • (714) 523-0952 Fix (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 July 8, 2002 Project No. 544-2125 02-07-392 Peter Jacobs Homes P. 0. Box 356 La Quinta, California 92253 Project: Tract 29149 - The Peninsula Tom Weiskopf Golf Course - PGA West 'La Quinta, California Subject: Geotechnical Update Ref: Grading Report prepared by Sladden Engineering dated March 17, 1949, Project No 522-8096R As requested. vve have reviewed the above referenced grading report and previous geotechnical . reports as they relate to the design and construction of the residences proposed fcr the Peninsula residential development along the Tom Weiskopf Golf Course at. PGA West in the City of La Quinta, California. In addition, we have visited the site to observe the present conditions. The lots are located along the Tom Weiskopf Golf Course. The lots were rough. graded during the initial grading of the Tom Weiskopf Course and regraded in 1999 when the Pen.nsula tract was developed. Observations and the results of compaction tests performed' during the Peninsula tract, grading are summarized in the above referenced grading report. Based upon our review, it is our opinion that the recommendations included �-ithin the initial Geotechnical. Engineering report and the referenced grading report remain applicable for the design and construction of the single family residences proposed for this phase of tile. project. Tile structural values (including bearing pressures and lateral pressures) recommended within the referenced grading report remain valid for the design of the residential structure foundations and the related site improvements. Pertinent 1997 UBC Seismic design criteria is included with this memo. Because the lots have been previously rough graded, the remedial grading necessaryat this time • should be minimal. Iii our opinion, tile. overxcavation performed during the initial rough grading has adequately addressed remedial grading criteria and additional overexcavatioti is not warranted provided that the proposed buildings fall within the previously established bu Iding pad areas. The existing pad surfaces should b.e.cleared of weeds and grass prior to grading.. The exposed surface should be scarified, moisture conditioned and compacted to at least 9C percent relative compaction. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 00 percent rclative compaction. Compaction should be verified by.testing. July S. 2002 Proje--t No. 544-2125 02-07-39 P 11' you have ;iiia questIMIS reI;u•(lin_ Ilii; luster or t11c rrlrrrnced, report. hl�a;C cunlact thr undersigned. Res ectfull ysubmitted p ) oFBS/`O' SLADDEN ENGI E . A:FV. cF. Brett L. Anderson Exp'. 9-30-2002 ' Principal Engineer srgrF eIVIL Letter/pc Copies: A/Peter Jacobs Homes July 8, 2002 -3- Project No. 544-2125 0? -07-392 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION Recently the International- Conference of Building Officials issued the 1997 Uniform Building Code containing substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the code that will be relevant to construction of the proposed . structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are lisped below. Fault Zone Approximate Distance From Site Fault Type 1997 UBC) San Andreas -11 km A San Jacinto 31 km A Based on our, field observations and understanding.of local geologic conditions, the soil profile type judged applicable to this site is Sp, generally described as stiff or dense soil. The site is located within UBC Seisin.ic Zone 4. The following table presents additlDnal coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Eitwireering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, N, Ca C,. 'San Andreas 1.0 1.2 0.44 N, 0.64 N,. San Jacinto 1.0 1.0 0.44 N, 0.64 N,. Sladden Eitwireering Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax ( 760) 772-3895 July 2, 2004 Project No. 522-2125 04-07-449 Peter Jacobs Homes P.O. Box 356 La Quinta, California 92253 Attention: Mr. Peter Jacobs Project: Peninsula.Park - Lots 16, 17 & 18. PGA West Weiskopf Course La Quinta, California Subject: Report of Observations and Testing During Grading Ref: Geotechnical Update prepared by Sladden Engineering dated July 8,..2002, Project No. 544-2125, Report No: 04-07-392. Summarized in this report are the result's of in-place density tests performed at the subject site during recent regrading along with pertinent observations. The project site s located along the Weiskopf course within the PGA West development in the City of La Quinta_ California. Rough. grading was performed by A. Flores Grading and Excavating' using conventional heavy equipment. The building pad areas were overexcavated to a depth of approximately 2 feet below existing. grade. The previously removed soils obtained from the cut areas of the projec- site were placed in thin lifts" at near optimum moisture content and compacted to at least. 90 percent relative compaction. Observations and field testing was performed from June 11 through June 18, 2004. . Testing indicates that a minimum of 90 percent relative compaction was attained in t -ie areas tested.. The passing test results indicate compliance with the project specifications at the.tested. locations and depths but are no guarantee or warranty of the contractors work. Field Tests: In-place moisture/density tests were performed using a nuclE.ar density gauge in accordance with test methods ASTM D-2922 and ASTM.D 3017. A total of !0 density tests were performed. The test results are summarized on the attached data sheets. . Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D 1557-91. " July 2, 2004 -2- Project No'. 522-2123 04-07-449 Allowable Bearing Pressures: Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings at least 2 feet square may be designed using an allowable bearing value of 1800 pounds per square foot. Continuous footings at least 12 inches wide may be designed using an allowable bearing value of 1200 pounds: per square foot. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing Fressure should be 2500 psf. The allowable bearing pressures are for dead and frequently applied l ve loads and may be increased by 1/3 to resist -wind, seismic or other transient loading... The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERI.DqG Brett L. Anderson Principal Engineer Grading/pc r G6- .; Copies 4/ Peter Jacobs Homes TEST RESULTS PROJECT NAME: Peninsula Park - PGA West -Lots 16, 17 & 18 PROJECT NO: 5.22-2125 LOCATION: La Quinta, California REPORT NO: 04-07-449 Test No. Date Tested Location Elevation Dry Density" % Moixture Relative Maximum In Place ]n Place Compaction Density Building Pads I 1 06-11-04 Lot 18 2.0 BPG i 105.8 14.4 94 112.0 2 06-11-04 Lot 18 2.0 BPG 1 104.6. . ' 11.5 93 112.0 3 06-11-04 Lot 18 2.0 BPG j 102.9. 9.0 . 92 112.0 4 06-14-04 Lot 17 2.0 BPG 110.8 I 9.:3 99 112.0 5 06-14-04. Lot 17 1.0 BPG i 109.4 1 5A 98 112.0 6 06-14-04 Lot 18 1,O BPG 108.9. 11.3 -97 112.0 7 06-15-04 Lot 16' 1.0 BPG i 101.9 15-5 91 112.0 . 8 06-18-04 Lot 18 PG 110.4 6.9 98 112.0 9 06-18-04 Lot 17 PG i 109.7 52 98 112.'0 10 06-18-04 Lot 16 PG 108.6 5A 97 112.0- BPG - Below Pad Grade . PG - Pad Grade i i S I` Sladde'n,Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621' (562) 864-4121 (714) 523=0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 March 17, 1999 Project No. 522-8096R Bristol Construction 73-929 Larrea, Suite l Palm Desert, California 92660 Project: PGA West - The Peninsula Tract 28522 La Quinta, California. Subject: Report of Observations. and Testing During Fine Grading Summarized in this report are the results of in-place density tests performej at the subject site during fine grading along'with pertinent observations. The project site is located within the PGA West development along the Weiskopf Private Course. The initial phase of development included finished graded lots.1 through) 8. The building pad.areas were scarified and watered prior to and during fine grading. The exposed surfaces were compacted to a minimum of 90 percent. Fill ma.erials obtained from cut areas were placed in thin lifts near optimum moisture content and compacted to at least 90 percent relative compaction. The fine grading was -performed, in accordance with the recommendations of the geotechnical update report and the grading ordinance of the City of La Quinta, California. Field testing .was performed between December 21,. 1998 and February '17,'1999. The moisture conditioning' and recompaction were verified prior to fill placement.. Testing indicated that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project spec_�fications at the tested locations and depths but are no guarantee or warranty of the contrac-_or's work. Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with test methods. ASTM•D 2922 and ASTM D 3017. A total of 28 density tests were performed. The approximate test locations are indic3.ted by the lot number and test results are summarized on the attached data sheet. r, March 17, 1999 (2) Project)4o. 522-8096R Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D 1557-91. 'Laboratory test results are summarized on the attached data sheet. Allowable Bearing Pressures: The structural values. recommended in the -Geotechnical Addendum report prepared by Sladden Engineering remain applicable for use in foundation design. Conventional shallow spread footings should be bottomed- in properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should. be at least two feet wide. Continuous footings and isolated pad footings may be de.,-igned utilizing allowable bearing pressures of 1300 psf and 1500 psf, respectively. Allowable increases of 200 psf for each additional one foot of width and 200 psf for each additional six inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third when considering wind and seismic loading. The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted, . SLADDEN ENGINEERING QFtOFESSlp AND Brett L. Anderson No. C 45389 Principal Engineer Exp. 9-30-2002 sr CIVIL glFOF CA1�EO� Project: The Peninsula - Tract 28522 PGA West La Quinta, California TEST RESULTS Project No.: 522-8096 Test DateDry Finished Lots 1 I.Density % % Max. No. Tested Location I.Elevation 4 Moisture !�om Densi PG 112.8 Finished Lots 1 12-21-98 Lot 411 2 12-21-98 Lot #11 3. 12-21-98 Lot # 12 4 12-21-98 Lot # 12 5 12-21-98 Lot 413 6 12-21-98 Lot #13 7 12-21-98 Lot 414 8 12-21-98, Lot 414 9 '12-21-98 Lot #15 10 12-21-98 Lot #15. 11 2-16-99 Lot #18 12 2-16-99 Lot 417 13. 2-16-99 Lot #16 14 2-16-99 Lot #15 15 2-16-99 Lot 414 16" 2-16-99 Lot 413 17 2-16-99 Lot #12 .18 2-16-99 Lot 411 19 2-16-99 Lot #10 20 2-16-99 Lot 49 21 2-16-99 Lot #8 22 2-16-99 Lot #7 23 2-16-99 Lot 46 24 2-17-99 Lot #5 25 2-17-99 Lot #4 26 2-17-99 Lot 43 27 2-17-99 Lot 42 28 2-17-99 Lot #1 PG 112.8 2.8 98 115.0 PG 1.15.8 1.8 100 115.0 PG 111.8 2.4 97 115.0 PG 110.0 3.4 96 115.0 PG 111.8 3.3 97 115.0 PG 110.8 2.4 96 115.0 PG 111.3. 2.8 97 115.0 PG 108.8 2.9 97 112.0 PG 107.3 2.5 96 112.0 PG 109.3 2.0 98 112.0 PG 113.0 7.9 96 118.0 PG 112.5 7.1 95 118.0 PG 109.3 7.5 93 1 T8.0 PG 109.3 3.3 93 118.0 PG 106.0 8.4 90 118.0 PG 112.8 3.7 96 118.0 PG 114.5 4.3 97 118.0 PG, 109.3 4.7 93 118.0 PG 108.8 6.6 92 118.0 PG 112.8 7.2 96 118.0 PG 107.5 6.0 91 118.0 PG 108.8 5.2 92 118.0 PG 108.8 9.8 92 118.0 PG 111.8 7.3 , 95 118.0 PG 108.8 7.5 92 118.0 PG .111.3 4.6 94 118.0 PG 109.3 11.1 93 118.0 PG 109.5 11.8 93 118.0 FROM SLADDEN PALM DESERT (TU E)JUL:27 2004 11::10/ST.11`09!No.680 770 10 P I Sladden• Engineering' '6782 Stanton Ave., Suite A. Buena Park, CA 90621 (714) 523-0952 Fox (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772=3893 Fax (760) 772.3695 July 27, 20(14. Project No. 522-2125 04-07-499 Peter Jacobs Homes P. O. Box 356 La Quinta, California 92253 Project: Peninsula - Lots 16, 17 & 18 PGA West La Quinta, California Subject:, Soluble Sulfate Test Results As requested, we sampled the surface soils within lots 16,17 and 18 of the PCA Wcst Peninsula development, for soluble. sulfate determination. Samples were delivered to Surabian Ag Laboratory and Consultants, Inc. for Soluble Sulfate determination, ''Testing was performed in accordance with. California Test Method No. 417.. The results of. the soluble sulbte: testing are attached. Testing indicated soluble sulfate content ranging from "None detected" to 848 pats per million (ppm). Testing indicates that -the surface solls are considered 'low" corrosive with respect to concrete. Based upon the test results,.specia) sulfate resistant concrete mix design should not_be necessary on the lots but the use of sulfate resistant concrete mix designs'typical!y used within PGA West is recommended. Concrete mix designs should be determined in accordance with Table 19-A-3 of the 1997 Uniform Building Code (UBC). General Uniform Building Code (UBC) guidelines regarding corrosion potential are attached along with the applicable 1997 UBC Table 19-A-3 If you have questions regarding this letter, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEER G' �OPROFES(/6 AND k7( Orett L. er An . w 9 Z a FXP• 9130/06 m Principal Engineer, A Letter/pc �9O-OAL F��'* - Copies: 2/Peter Jacobs Homes . EROMii SLADDEN PALM DESERT (TUE)JUL 27 2004 VI :10/S1..11 09 /No. E,Fa1 7.706111 P JUL- 166-04 e3:48 PM S ib1an Ay Lab & Cons. 760 7 7995 P-01 9URABL N AG LABORATORY - SOIL ANALYSIS .; :. AW CONSULTANTS, Inc. $1854 Sierra Avenue for: Sladden Engineering ' • 1"Q. Californla 82201 00)776 9700report date: 7.1604 inv.Aab#; 1281 Ohms cm mg/K;- No. Descrlpbon Sat• % pH Res CI 522-2126: is • Z• nnlsute Perk �. . A Watt .1 La le aae ;.'.. La 17 N.D.,. Lol.18 74 N.D. Not Ditecteble 1. . ca .lrrl; ' 1 UGU:I ��'vILir� 'KVVI, J AUUCN f A� LM UtJIKI IIU[IJUL cl ZUlJi I I • iV/ol• I I t�J• r c gWCRAL CUIOELINES FOR SOIL CORROSIVITT' DECREE MAIEIIAL CHEMICAL SOIL AMOUNT IN SOIL' A14Q1NT IN WATER RESIST°VITT OF !EIFCIED ►BENT PROPERTY (mm) SDereent) (P�) (percent) (ohm: -cm) CORROSIVIIT Co�ueIe Soluble •-•• 0.1000 0.0.0.1. 0. ISO 0.000.0.015 •••• Loo Sulfates 1000-20DO 0.1.0.2 150.1000 0.015.0.100 •••• Moderate' 2000.5000 0.2.0.5 IDOO.2000 0.100.0.200 •• Severe' ' > S000 a 0.5 > 2000 > 0,200 -• Very Sevtrr' Nonni Soluble ••-• 0- 200 0.00.0.02 - _. Low Cr- b* Chlorides 200. 700 0.02-0,07 -•• •-- -- Moderate S eel 700-1500 0.07.0.15 — - St Vert > 1500 > 0.15 •-•- Very Sevtrc • - Electrical' = -•- --• > 13,000 Very Low Resistivity ..• _. 5,000-110,000 Low --- .. 1,000- 5,000' Moderate •• ••• ••• 500- 1,000 Severe ••• -•• •• < 500 Very Severe No cc$ 1) pR nay be used as a general indicator for soil corrosivity. 0 •'2 likely problem 2 •. 5 and s & - pocs)ble problem 6 8 . probably okay 2) -Use Type'1 or II Portland Cement; weer/cemrnt ratio < O.SS; 5 sacks of eeinent per evb(c yard of concrete. 3) Use Type Ii Portland Cement; water/cement ratio < 0.50; 6 sacks of cement pe- cubic yard.of corcrete 4) Use Type' It Portland Cement; water/cement ratio < 0.45, 7 sacks of cement pe- cubic yard of concrete or Typt V Porttend Cement: water/cement ratio a 0.50; 6 sacks of ceovent per cubic yard of concrete S) Electricat resistivity of sea water and clean dry sand is 15 to 35 and 'great:r than 1 it 10', respectively. r uv_I, rA_at 11 1 'V L Ci Z U U A I I .IV VI. i I ,UJ.`n C'i.V I it �u l r TABLE 19-A-2-4;EOUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS r aaHlMus. r1. r TABLE 19•A-3—gEOUIREMENTS FOR CONCRETE EXPOSED TO SULFATE -CONTAINING SOLUTIONS - Citi aaHlMus. r1. MAXIMUM NORMALWl7+HT AND ' WATERCEMENTTrIOUS 'UGHTWE GHT MATFAIAtb RATIO. or AGGREGATE C'ONCRETL• EXPOSURE CON DlT10N WEIGHT, NORMAL•WEJOHT AGGREGATE CONCRETE Wt : OAOW I. Mpg Conermtc intended to have low permeabiliry when CONCRETE. MuditAm Wabw exposed to water OSO 4,OOC Concrete exposed to rroczing and thawing in a moist ' condition Or to deicing chemicals 0.45 4,50C For corrosion protection for Miflf=Cd Concrete Y% aNE UC�ht SUtFAT'E, cxposcd b chlorides from deicing chemictlh. sale or W brackish weer, or spay from thea sources 0.40 E2D04URE WEtOHT FATE (30x1 tN WATER, ppm 5.O(OC TABLE 19•A-3—gEOUIREMENTS FOR CONCRETE EXPOSED TO SULFATE -CONTAINING SOLUTIONS - Citi IJaHTTtE)GNT • NORKAJ WVGNT AGGREGATE A"AFGATE CONCRETE. MuditAm Wabw t G . Nbrwur- - - ' WATEA-'90lUflLE 9.U�7-S�OL - rk*.xstbua WtedidNs by Y% aNE UC�ht SUtFAT'E, P�RCFME t W ppRrda. ttoru,aFWNpM C -V-%, poll _ E2D04URE WEtOHT FATE (30x1 tN WATER, ppm CEMENT TYPE , O.*Vw to MPS Negligible 0.00-0.10,0.150 Moderates 0.10-0.20 150-1500 IL [p(M3),1S 0.50 4.000 ' (MS) Severe 0.20-2,0D 1.500.10,000 V 0,45 4 500 Vett' aevae Orer200 Over 10.000 V plus 0.45 4^�Op. ' pounlens = tAlower war— cmen our maeenals ratso or hIOu urcnbsh may be "uired for low permeability or for protccIion a art arrosion of crnbc4dod items or frcaing and drawing (tibia 19=A-2). JPomotan that has born determined by teat or service recm to im WiftLag Typc V cement prove sulfate teEislatKrexm Y when used incocre- 2-4W4 ' L — -- Sladdetr Etigineeriri TITLE 24 -REPORT' ' Title 24 Report for: 3 -Lot #1.0 - Peninsula Park 57-210 Peninsula Lane (PGA West) Laduinta, CA 92253 D 5 r3 2.3 Project Designer; ' Hove Design Alliance Architects ' 240 Newport Center Drive, Suite #205 Newport Beach,.CA 92660 (949) 76.0-0812 { ' Report Prepared, By: CJ Mcfadden J -BREEZE AIR CONDITIONING .75-145 ST. CHARLES PLACE r PALM DESERT, CA 92211 z (760) 346-08551. Job Nunber: The EnergyPro computer, program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro-3.1 By EnergySoft Job Number. User Number. 3665 } � Y q. ' TABLE OF CONTENTS Cover Page 1 Table of Contents. 2 ' Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist .7 Form C -2R Computer Method Summary 9 Form ENV -3 Proposed ConstructionAssembly 15 HVAC System Heating and Cooling Loads Summary 17 Room Load Summary 21 Room Heating Peak Loads k25 Room Cooling Peak Loads 29 Certificate of Compliance: Residential . (Part 1 of 2) CF -1.R Lot #10 - Peninsula Park 10/4/2005 Project Title Date 57-210 Peninsula Lane (PGA West) LaQuinta Project Address Building Permit #, BREEZE AIR CONDITIONING (760) 346-0855. Plan Check% Date Documentation Author Telephone . Computer Performance 15 Field che•k / Date Compliance Method (Package or Computer) Climate Zone Enforcernent Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 5,163 fl? Average Ceiling Height: -11.7 ft Total Conditioned Slab Area: 5,163 ft2 Building Type: (check one or more)_ X❑ Single Family Detached ❑ Addition ' ❑ .Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition ' Front Orientation: All Four Orientations Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: ', 1 ❑ Raised Floor Const. Component Frame Assembly Location/Comment; TvDe. TYDe U -Value (attic, garage, typical, -etc.) R-38 Roof (R.38.2x14.16) . Wood 0.028 Exterior Roof W-2 Wall (W.21.2x6.16) Wood 0.057 Exterior Wall W-1 Wall (W.21.24.16) Wood 0.057 Exterior Wall Slab On Grade n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulaton Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation Solid Wood Door Wood 0.387 Exterior Door FFNFRTROTIAN Rharlinn nevir_ps Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No. Skylight 20.0 0.80 0.43 None ❑ x❑ - ❑ X❑ Left 75.1 0.54 0.31 Bug Screen ❑ x❑ ❑ x❑ Rear- 72.0 0.80 0.59 Bug Screen❑ X❑ ❑ X❑ Rear 204.0 _ 0.40 0.35 Bug Screen ❑ x❑ ❑ x❑ Right 108.6 0.40 0.35 Bug Screen ❑ x❑ ❑ X❑ Right 57.5 0.54 0.31 Bug Screen ❑ x❑ ❑ x❑ Front 16.0 0.54 0.31 Bug Screen ❑ x❑ ❑ x❑ Front 67.0 0.40 0.35 Bug Screen ❑ X❑ ❑ X❑ Left 66.0 0.40 0.35 Bug Screen ❑ X❑ ❑ X❑ Rear 123.0 0.40 0.35 Bug Screen X❑ ❑ ❑ x❑ Rear .96.0 0.80 0.59 Bug Screen 191 ❑ ❑ X❑ Left 60.0 0.54 0.33 Bug Screen ❑ x❑ ❑ Q R Initiationa 04/0 •00.5 Ru Code 12 448851 Ener Pro 3.1 B Ener Soft . User Number: 3665 Job Number: Pa e:3 of 34 Certificate of Compliance: Residential (Part 1 of 2) CFA R 'Lot #10 - Peninsula Park Area 10/4/2005 Project Title Exterior Date 57-210 Peninsula- Lane (PGA West) LaQuinta SF U -Factor. SHGC Project AddressBuilding Yes / No Yes / No Permit # 24.0 BREEZE AIR CONDITIONING (760) 346-0855, Bug, Screen ❑ X❑ ❑ X❑ Plan Check/ Date Documentation Author, 1, Telephone 0.30 Bug Screen ❑ X❑ Computer Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor. Area: 5,163 fl? Average Ceiling Height: 1'1.7 ft Total Conditioned Slab Area: 5,163 ft2 Building Type: " (check.one or more) n t X❑ Single Family Detached ❑`Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: All Four Orientations 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.) FFNFCTRATI[1N Shadinn Devices Type Orientation Area Fenestration Exterior Overhang. Side Fins SF U -Factor. SHGC Shading Yes / No Yes / No Left 24.0 0.80 0.59 Bug, Screen ❑ X❑ ❑ X❑ Front 30.0 0.55 0.30 Bug Screen ❑ X❑ ❑X❑ EJ El ❑❑ ❑ ❑ ❑Y ❑ El El n -0 El El F-1 El EI El F-1 El El ❑❑ ❑ ❑ ❑ ❑ Run Initiation Timer 10104/05 0 u Co e• . 1128"8851 Ener Pro 3.1 By Ener Soft User Number. 3665 Job Number: Pa e:4 of 34 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Lot #10 - Peninsula Park 10/4/2005 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Dating 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 42 Setback HVAC -1 Central EurnaCP 80% AFUE Ducts in Attic 4.2 Sethark HVAC- A 8, 2R Central Furnace 80% AFUE Ducts in Attic 4.2 Setback HVAC {ventral Furnnre 80% AFUE Ducts in Attic 4.2 Setback HVAC - Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Locaton / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comnents Split Air Conditioner 14 0 SEER Ducts in Attic 42 Setback— HVAC -- Split Air Conditioner Split Air Conditioner WATER HEATING SYSTEMS Rated 1. Tank Energy Fact1 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 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list anergy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standty 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 Ttle 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 nstaller testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Title/Firm: Hove Design Alliance Architects Address: 240 Newport Center Drive, Suite #205 Newport Beach, CA 92660 Telephone: 949 760-0812 L'c. #: ( n to (date) Enf ement Agency Name: Title/Firm: _ Address: Telephone: Name: CJ Mcfadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: (760) 346-0855 to A L05 (signature) dat ) I EnergyPro 3.1 By EnerovSoft User Number: 3665 Job Number. Pace:5 of 34 1 Certificate of Compliance: Residential (Addendum) CFA R Lot #10 - Peninsula Park 10/4/2005 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 aaencv determines the adeauacv 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 The HVAC System "HVAC -1 " must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -1 " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. The HVAC System "HVAC -2A & 2B " must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "HVAC -2A & 2B " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. The HVAC System "HVAC -3 " must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -3 " includes credit for a Radiant Barrier installed per, Section 8.13 of the Residential Manual. The HVAC System "HVAC -4 " must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -4 " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. 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 f•:)rm CF -611. I Plan I Field The HVAC System "HVAC -1 " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -1 " is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "HVAC -2A & 2B " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provid verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -3 " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the -Refrigerant Charge and Airflow. The HVAC System "HVAC -3 " is using reduced duct leakage to comply and must have diagnostic site testing of duct eakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "HVAC -4 " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC4 " is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Page:6 of 34 1 Mandatory Measures Checklist: 'Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approact- used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When :his 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(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R -Value. 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does a"§ 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 pemUinch. § 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 rand 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. ❑X § 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 a§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. E] §150'(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Setback thermostat on all applicable heating and/or cooling systems. a§1500): 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 (R4 or greater) 3. Back-up tanks fog solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intema0extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hof 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. 3665 Job Number. Page:7 of 34 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 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. 3.1 By EnergySoft User Number. 3665 Job Number. Page:8 of 34 DESCRIPTION ,Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) 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 installedlevel of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is.used to seal openings t greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not 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 r drawbands. , 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be , compressed to cause reductions in the cross-sectional area of the ducts. 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 operated dampers. 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 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. ❑ §114: Pool and Spa Heating Systems and Equipment I' 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 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. RI§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 z Lighting Measures ® §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. §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. 3.1 By EnergySoft User Number. 3665 Job Number. Page:8 of 34 Computer Method Summary (Part 1 of 3) C -2R Lot #10 - Peninsula Park 10/4/2005 Project Title Date 57-210 Peninsula Lane (PGA West) LaQuinta Project Address Building Permit # BREEZE AIR CONDITIONING (760) 346-0855 PlanCheck/Date Documentation Author Telephone Computer Performance 15 Field Ch-ack/Date Compliance Method (Package or Computer) Cimate Zone Source Energy Standard Use (kBtu/sf-yr) Design Space Heating 3.31 Facing North Margin LJ Facing East Margin wall- 60 0-057 -0 _90_ Facing South Margin ❑ Facing West Margin 2.99 0.33 3.50 -0.19 4.01 -0.69 3.37 -0.05 Space Cooling 34.14 28.74 5.40 28.61 5.53 Wall - 500 0.057 270 go 27.50 6.64 29.67 4.47 Domestic Hot Water 5.52 6.28 -0.76 ❑ ❑ ❑ 6.28 -0.76 Dnnr 48 0.387 0 90 Wall 116 0.057 _n _ 90 6.28 -0.76 6.28 -0.76 38.01 4.97 38.39 4.581 37.79 5.19 39.32 3.66 Totals 42.98 ® ❑ ❑ W-1 Wall (W 21 2x6 16) 70NF 2 W-1 Wall (W -21-2x6.1 70NF 2 11 This C -2R describes the front facing North occurrence of a four cardinal orientation analysis. Features are identical in all orientations. Total Conditioned Floor Area: 5,163 ft Building Type: Single Fam Detached Floor Construction Type: ❑ Raised Floor ❑X Slab Floor Building Front Orientation: All Four Orientations Total Fenestration Area: 19.7% Number of Dwelling Units: 1.00 Total Conditioned Volume: 50,379 ft' Number of Stories: 1 Total Conditioned Slab Area: 5,163 ft 2 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area I-IVAf -1 1 n7ri 11 R9 n9i_ Sleeping Sle ninngS_tat _2 _p(a HVAC -?A 8 28 2 723773 35,39g 053 1 iving I iirngStat - 2 n/a HVAC -3 740 7 (Y10 054 Sleeping SleeningStat 9 n/a HVAC -4 625 6,125 00.12Sleeping SleepingStat _� n/a OPAQUE SURFACES Solar Act. Gains Type Area U -Val. Azm. Tilt Y / N Form 3 Reference Locallon / Comments $p,pi-_ 1,059 0.028 345 _Q X LJ R-38 Roof (R 38 2x14 16) 70NE 1 wall- 60 0-057 -0 _90_ ❑ W-2 Wall (1N 21 2x6 16) 7(3NF 1 Wall 70 0.057 go go r®p� V,I ❑ W-1 Wall OA/ 21 2x6 16) 70NF 1 Wall 129 0.057 180 90 ®❑ W-1 Wall (1N 21 2x6.16) 70NE 1 Wall - 500 0.057 270 go ®❑ W-1 Wall ON 21 2x6 16) ZONE 1 Kopf 2,719 0-028 34.5 _0 Wall 198 0.057 Q _ 90_ ❑ ❑ ❑ R-38Rnof(R -i8?x14 16) 70NF 2 W-1 Wall (1A/ 21 2x6 161 70NE 2 Dnnr 48 0.387 0 90 Wall 116 0.057 _n _ 90 ®❑ Rolid Wnod nnnr 7QNF 2 W-2 Wall (W 21 2xA 16) 70KIF 2 .D.o.pr 24 0.387 -0 90_ Wall 359 0.057 90 90 ❑ ❑ Solid Wood nnpr 70NF 2 W-1 Wall ON 212x6 -1R) 70NE 2 _ Wall 422 OA57 180 90 wall- 232 0.057 270 go ® ❑ ❑ W-1 Wall (W 21 2x6 16) 70NF 2 W-1 Wall (W -21-2x6.1 70NF 2 Roof 740 0.028 345 Wall 210 0.057 90 _ ❑ R?8Rnof (R IR 16) WNE 3 W_2 wall (w 21 2x6 16) 70NF 3 -Q Wall 322 0.057 90 96_ ❑ W-1 Wall (W 21 2x6 16) 70NF 3 -Nall_ 65 0.057 270 90 ❑ W-2 Wall (1N 21 2x6 16) 70NE 3 Roof 625 0.028 34 0❑ R-38 Roof (R 38 2x14 161 70NF 4 Wall_ 190 0-057 0 90 ®❑ W-1 Well (W 21 2x6 16) ZONE 4 Wall 235 0.057 g0 go ®❑ W--1 Wall (!t1( 21 2x6 16) ZONE 4 Wall 1s 0-057 180 90 ❑ W--1 Wall ON 21 2x6]6) ZONE 4 wall_ 60 0.057 180 go ❑ W-2 Wall /W 21 2x6 16) 70NE 4 Wall 204 0.057 270 90 ❑ W-1 Wall pN 21 2x6 16) 70NE 4 yyall_ 55 0.057 - 270 go W-2 Wall fW 21 2x6 16) ZONE 4 ❑ Run Initiation Time: 10/04/05 11:00:51 Run Codes 1128448851 I 3.1 By EnergySoft User Number. 3665 Page:9 of 34 Computer Method Summary (Part.2 of 3) C -2R Lot #10 - Peninsula Park Project Title 10/4/2005 Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments 1 Skylight Front (Nodal 4.0 0.800 0.43 _345 - ) BfisioLIite ZONE 1 2 Skylight Front (North) 4.0 0.800 0.43 345 0 Bristolite Skylite ZONE 1 3 Skylight Front (North) 4.0 0.800 0.43 345 0 Bristolite Skylite ZONE 1 4 Skylight Front (North) 4.0 0.800 0.43 345 0 Bristolite Skylite ZONE 1 5 Window Left (East) 10.0 0.540 0.31 90 90 Fleetwood Glazing ZONE 1 6 Window Left (East) 10.0 0.540 0.31 90 90 Fleetwood Glazing ZONE 1 7 Window Rear (South) 48.0 0.800 0.59 180 9Q Default Double Metal Tinted ZONE 1 8 Window Rear (South) 9.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 1 3 Window Rear (South) 24.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 1 1Q Window Rear (South) 24.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 1 11 Window Right (West) 24.0 0.400 0.35 270 90 Fleetwood Glazing ZONE 1 12 Window Right (West) 24.0 0.400 0.35 270 90 Fleetwood Glazing ZONE 1 n Window Right es) 10.0 0.540 0.31 270 90 Fleetwood Glazing ZONE 1 14 Window Right (West) 10.0 0.540 0.31 270 90 Fleetwood Glazing ZONE 1 15 Window Right (West) 10.0 0.540 0.31 270 90 Fleetwood Glazing ZONE 1 16 Skylight Front (North) 4.0 0.800 0.43 345 0 Bristolite Skylite ZONE 2 17 Window Front (North) 6.0 0.540 0.31 0 90 Fleetwood Glazing ZONE 2 18 Window Front (North) 2.0 0.400 0.35 0 90 Fleetwood Glazing ZONE 2 -12 Window Front (North) 50.0 0.400 0.35 0 _ 90 Fleetwood Glazing ZONE 2 20 Window Left (East) 36.0 0.400 0.35 90 90 Fleetwood Glazing ZONE 2 21 Window Left (East) 30.0 0.400 0.35 90 90 Fleetwood Glazing ZONE 2 ;� Window Rear (South) 36.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 23 Window Rear (South) 36.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 24 Window Rear (South) 48.0 0.800 0.59 180 90 Default Double Metal Tinted ZONE 2 25 Window Rear (South) 9.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 26 Window Rear (South) 30.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 27 Window Rear (South) 30.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 28 Window Rear (South) 30.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 29 Window Rear (South) 48.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. . Hgt. LEA REA Dist. Len. Hgt. Dist. Len. Hgt. 2, None 1.00 3 None 1.00 4 None 1.00 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 _ 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 _ 14 Bug Screen 0.76 15 Bug Screen 0.76 16 None 1.00 _ _ 17 Bug Screen 0.76 _ 18 Bug Screen 'Bug 0.76 19 Screen 0.76 _ 20 Bug Screen 0.76 21 Bug Screen 0.76 _ 22 Bug Screen 0.76 23 Bug Screen 0.76 8.0 4.5 8.0 0.1 8.0 8.0 _ 24 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 25 Bug Screen 0.76 _ 26 Bug Screen0.76 _ 27 Bug Screen 0.76 28 Bug Screen 0.76 _ 29 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 Code: EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Pane: 10 of 34 Comauter Method Summary (Part 2 of 3) C -2R Lot #10 - Peninsula Park 10/4/2005 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Tvpe Area Factor SHGC Azm. Tilt Comments .3.0- Window Rear (South) 48 0 0 800 0.59 180 An Default DoubleMetal Tinted 70NF 2 31 Window Rear (South) 12.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 32 Window Rear (South) 39.0 0.400 0.35 180 90 Fleetwood Glazing ZONE 2 33 Window Right (West) 19.5 0.400 0.35 270 90 Fleetwood Glazing ZONE 2 34 Window Right (West) 41.1 0.400 0.35 270 90 Fleetwood Glazing ZONE 2 35 Window Right (West) 15.0 0.540 0.31 270 90 Fleetwood Glazing ZONE 2 3-6 Window Left (East) 30.0 0.540 0.33 90 90 Fleetwood Glazing ZONE 3 37 Window Left (East) 24.0 0.800 0.59 90 90 Default Double Metal Tinted ZONE 3 3a Window Left (East)_ 30.0 0.540 0.33 90 90 Fleetwood Glazing_ ZONE 3 _a Window Front (North) 10.0 0.540 X31 0 90 Fleetwood Glazing - ZONE 4 .4Q Window Front (North) 15.0 0.550 0.30 0 90 Fleetwood Glazing ZONE 4 41 Window Front (North) 15.0 0.400 0.35 0 90 Fleetwood Glazing ZONE 4 92 Wbdow Front ( orth) 15-0 0.550 0-30 -� 90 Fleetwood Glazing ZONE 4 43 Window Left (East) 13.8 0.540 0.31 90 90 Fleetwood Glazing ZONE 4 44 Window Left (East) 41.3 0.540 0.31 90 90 Fleetwood Glazing ZONE 4 45 Window Rear (South) 24.0 0.800 0.59 180 90 Default Double Metal Tinted ZONE 4 46 Window Right (West) 12.5 0.540 0.31 270 90 Fleetwood Glazing ZONE 4 INTERIOR AND EXTERIOR SHADING # Exterior Shade Type SHGC Window Hgt. Wd. Overhanq Left Fin Right Fin Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 30 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 31 Bug Screen 0.76 _ 32 Bug Screen 0.76 6.5 6.0 8.0 0.1 8.0 8.0 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen --0.76 42 Bug Screen 0.76 43 Bug Screeh 0.76 44 Bug Screen 0.76 _ 45 Bug Screen 0.76 46 Bug Screen 0.76 I EnergvPro 3.1 By EneravSoft User Number. 3665 Job Number. Page: 11 of 34 1 Comauter Method Summary (Part 3 of 34 C -2R Lot #10 - Peninsula Park ti 10/4/2005 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Commants a PERIMETER LOSSES Minimum Distribution Type. " F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 10 0.76 0.0 0 ZONE 1 Slab Perimeter 77 0-76 0.0 —0 ZONE 1 Slab Perimeter 18 0_76 0.0, 0 ZONE 2 %ab_Ee[imeter 159 0.76 0.0 0 ZONE 2 Slab Perimeter 7 0_76 0.0 0 ZONE 3" 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 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -1 Central Furnace 80% AFUE , Ducts in Attic 4.2 Setback HVAC -2A & 2B Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -3 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC4 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 Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback HVAC -1 Split Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback HVAC -2A & 2B Split Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback HVAC -3 SDlit Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback HVAC -4 WATER HEATING SYSTEMS Ratedl Tank Energy =acts 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 FPS -50-224 Small Gas RecirGTemp 2 43.000 50 0.60 n/a 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. Run Initiation Time: 10104105 11:00:51 Run Code: 1128448851 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 12 of 34 Comauter Method Summary (Part 3 of 3) C -2R Lot #10 - Peninsula Park 10/4/2005 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Twe (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter QQ 0.76 0.0 Q ZONE 3 ,Slab -Perimeter 10 076 _0 Q Q ZOITE 4 Slab Perimeter 83 0.76 0.0 Q ZONE 4 HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Minimum Distribution Type Efficiency and Location (AFUE/HSPF)(ducts/attic, etc.) Duct Thermostat R -Value Type Locaton / Comnents Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct ' Type (air conditioner, Efficiency Location Duct Thermostat Localion / heat pump, evap. cooling) .(SEER) (attic, etc,) R -Value Type • Comments WATER HEATING SYSTEMS Ratedf Tank . Energy =act't 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. 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 Computer Method Summary (Addendum) C -2R Lot #10 - Peninsula Park 10/4/2005 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 aaencv determines the adeauacv of the iustification. and may refect a building or desiqn that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field The HVAC System "HVAC -1 " must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas - The HVAC System "HVAC -1 " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. The HVAC System "HVAC -2A & 2B " must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "HVAC -2A & 2B " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual. The HVAC System "HVAC -3 " must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -3 " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual The HVAC System "HVAC -4 " must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas, The HVAC System "HVAC -4 " includes credit for a Radiant Barrier installed per Section 8.13 of the Residential Manual 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 "HVAC -1 " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -1 " is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "HVAC -2A & 2B " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rarer must provid verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -3 " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the- Refrigerant Charge and Airflow. The HVAC System "HVAC -3 " is Using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "HVAC -4 " includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -4 " is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of -the diagnostic testing must be reported on a CF -6R Form. EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 14 of 34 1 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE Lot #10 - Peninsula Park 10/4/2005 I DESCRIPTION 4MING ASSEMBLY NAME ASSEMBLY FW -2 Wall .21.2x6.16 Floor Gypsum or Plaster Board 2 Insulation, Mineral Fitter, R-21 3 Gypsum or Plaster Board TYPE one) X Wall 5 2.60 6 wCeiling ,(check / Roof 8 N FRAMING MATERIAL Wow 0.680 22.98 F- N 0 FRAMING % 15 % Framing % TOTAL HC 2.3 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/CeiIJ I SUBTOTA R -VALUE DESCRIPTION 4MING OUTSIDE SURFACE AIR FILM 1 Gypsum or Plaster Board 2 Insulation, Mineral Fitter, R-21 3 Gypsum or Plaster Board 4 0.37 5 2.60 6 0.68 7 8 9 R INSIDE SURFACE AIR FILM SUBTOTA R -VALUE THICK- NESS. (in.) 4MING ❑ © ❑ El El El 0:170 0.625 5.500 0.625 5.445 0.562 0.562 0.37 0.98 2.60 SUBTOTA R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE .0.170 0:170 0.562 0.562 21.000 5.445 0.562 0.562 0.37 0.98 2.60 0.26 0.68 0.680 0.680 22.98 7.42 c. R FA -1 FB *HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT• (Btu/F-Ib) HC (A X B) (Btu/F-sf) 0.0435 X - 1 0.85 ] 2.60 0.26 0.68 2.63 0.37 0.98 2.60 0.26 0.68 TOTAL HC 2.3 Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. 0.0435 X - 1 0.85 ] + [ . 0.1348 X 0.15 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% 1100 ASSEMBLY U -V COMMENTS EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:15 of 34 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME Lot #10 -Peninsula Park INENT DESCRIPTION DATE 10/4/200 SUBTOTA R -VALUE DESCRIPTION 4MING ASSEMBLY NAME ASSEMBLY W-1 Wall .21.2x6.16 Floor Stucco 2 Membrane, Vapor -Permeable Felt 3 Plywood TYPE (check one) X Wall 5 Gypsum or Plaster Board W W 7 Ceiling I Roof 8 2.60 a aFRAMING MATERIAL Wood 0.680 23.111 7.56 - =O FRAMING % 15% Framing % 14.81 TOTAL HC 3.7 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Ceil.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) SUBTOTA R -VALUE DESCRIPTION 4MING OUTSIDE SURFACE AIR FILM 1 Stucco 2 Membrane, Vapor -Permeable Felt 3 Plywood 4 Insulation, Mineral Fiber, R-21 5 Gypsum or Plaster Board 6 0.31 7 0.37 8 2.60 9 0.68 INSIDE SURFACE AIR FILM SUBTOTA R -VALUE THICK- NESS (in.) 4MING ❑ ❑ ❑ © ❑ El 0.170 0.875 0.010 0.375 5.500 0.625 0.465 21.0001 5.445 0.562 SUBTOTA R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.175 0.175 0.060 0.060 0.465 0.465 21.0001 5.445 0.562 0.562 0.31 2.63 0.37 0.98 2.60 0.26 0.68 0.680 0.680 23.111 7.56 Rc Rf *HEAT CAPACITY (Optional) WALL WEIGH- (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) [ 0.0433 X 0.85 ] 8.46 0.20 1.69 0.06 0.35 0.02 1.06 0:29 0.31 2.63 0.37 0.98 2.60 0.26 0.68 14.81 TOTAL HC 3.7 *NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.0433 X 0.85 ] + [ QJ3231 X 0.15 1 / Rc 1 - (Fr% /100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE COMMENTS EnergyPro 3.1 . By EnergySoft User Number. 3665 Job Number. Page: 16 of 34 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY. PROJECT NAME DATE Lot #10 - Peninsula Park 10/4/2005 SYSTEM NAME FLOOR AREA HVAC -1 1,075 ENGINEERING CHECKS lrSYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM TSensible Total Room Loads 1,264 25,804 3,140 424 17,724 Return Vented Lighting 0 Return Air Ducts 1,290 886 Return Fan 0 0 Ventilation 8 3,090 1,850 81 3,968 Supply Fan 0 0 Supply Air Ducts 1 1,290 886 TOTAL SYSTEM LOAD 31,474 4 990 23 465 Heating System Output per System 89,400 Total'Output (Btuh) 89,400 Output (Btuh/sgft) 83.2 Cooling System Output per System 58,500 Total Output (Btuh) 58,500 Total Output (Tons) 4.9 Total Output (Btuh/sqft) 54.4 Total Output (sgft/Ton) 220.5 Air System HVAC EQUIPMENT SELECTION CFM per System 2,000 HS26-060/G40UH60C-110 (5) 46,493 5,215 89,400 Airflow (cfm) 2,000 Total Adjusted System Output 46,493 5,215 89,400 Airflow (cfm/sgft) 1.86 Airflow (cfm/Ton) 410.3 Outside Air (%)4.0 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Outside Air (cfm/sqft) 0.08 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24.0 OF 67.8 OF 109.2 OF 109.2 OF Supply Air Ducts Outside Air e. 81 cfm 108.7 °F Heating Coil Supply Fan 2000 cfm ROOMS 70.0 OF 69.6 OF _ Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 114.1 / 80.3 OF 80.0 / 65.3 OF 58.5 / 57.1 OF 58.5 / 57.1 OF . ^` Y� .! Supply Air Ducts "`IIII Outside Air r 81 cfm Cooling Coil Supply Fan 59.1 / 57.3 OF 2000 cfm ROOMS 46.0% R.H. OF 78.0 64.4 OF 78.6 / 64.6 Return Air Ducts EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 17 of 34 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Lot #10 - Peninsula Park 10/4/2005 SYSTEM NAME FLOOR AREA HVAC -2A.& 2B 2,723 ENGINEERING CHECKS 11SYSTEM LOAD Number of Systems 2 Heating System Output per System 89,400 Total Output (Btuh) 178,800 Output (Btuh/sgft) 65.7 Cooling System Output per System 58,500 Total Output (Btuh) 117,000 Total Output (Tons) 9.8 Total Output (Btuh/sgft) 43.0 Total Output (sgft/Ton) 279.3 Air System CFM per System 2,000 Airflow (cfm) 4,000 Airflow (cfm/sqft) 1.47 Airflow (cfm/Ton) 410.3 Outside Air (%) 5.1 Outside Air (cfm/sqft) 0.08 Note: values above given at ARI conditions 1EATING SYSTEM PSYCHROMETRICS 24.0 of 67.2 of Outside Air 204 cfm 69.5 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM ISensiblel Latent I I CFM I Sensible 3,088 59,839 8,904 Lj,056 43,404 0 2,992 2,170 0 0 204 7,806 4,215 204 10,03 0 0 2,992 2,170 73 630 13,119 57 776 HS26-060/G40UH60C-110 (5) 91,299 13,581 178,800 Total Adjusted System Output g1 289 13,581 178,800 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm I Jan 12 am !am Tel 108.6 of Heating Coil Supply Fan 4000 cfm 108.6 of Supoly Air Ducts 108.1 of ROOMS 70.0 of k Return Air Ducts 4 DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 114.1/80.30F 80.5 / 66.2 of 59.4 / 58.0 of 59.4 / 58.0 of 4 Supply Air Ducts Outside Air 204 cfm o 78.7/65.3 of Cooling Coil Supply Fan 60.1/58.2 F 4000 cfm 503% R.H. ROOMS 78.0/65.1OF I h Return Air Ducts `S EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:18 of 34 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Lot #10 - Peninsula Park 10/4/2005 SYSTEM NAME FLOOR AREA HVAC -3 740 SYSTEM LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensiblel Latent I I CFM I Sensible 796 15,355 1,968 270 10,847 0 768 542 0 0 56 2,110 1,150 56 2,718 0 0 768 542 19,000 3 118 F-----14-6510 HS26-024/G40UH24A-045X (2) 19,079 2,556 36,000 Total Adjusted System Output 19,079 2,556 36,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) I 24.0 of 66.2 of 107.9 of 107.9 of 14wk4 Supply Air Ducts Outside Air _- 56 cfm Heating Coil Supply Fan 107.3 of 800 cfm ROOMS 70.0 of 69.4 of 1 1114.1 / 80.3 of Outside Air 56 cfm 78.9/65.4 of k Return Air Ducts '4 81.3/66.5OF. 59.2/57.8OF 59.2/57.8OF % Cooling Coil Wu.pp Y it U%,s Supply Fan 60.1 / 58.2 of 800 cfm 5).2% R.H. ROOMS 78.0/65.1OF Return Air Ducts I EnerpvPro 3.1 By EnemvSoft User Number. 3665 Job Number. Paae:19 of 34 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Lot #10 - Peninsula Park 10/4/2005 SYSTEM NAME FLOOR AREA HVAC -4 625 ENGINEERING CHECKS 11SYSTEM LOAD Number of Systems 1 Heating System Output per System 36,000 Total Output (Btuh) 36,000 Output (Btuh/sqft) 57.6 Cooling System Output per System 24,000 Total Output (Btuh) 24,000 Total Output (Tons) 2.0 Total Output (Btuh/sgft) 38.4 Total Output (sgft/Ton) 312.5 Air System CFM per System 800 Airflow (cfm) 800 Airflow (cfmisgft) 1.28 Airflow (cfmrron) 400.0 Outside Air (%) 5.9 Outside Air (cfm/sgft) 0.08 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensiblel Latent I I CFM I Sensible 76 15,192 1,694 331 13,401 0 760 670 0 0 47 1,782 1,042 47 2,289 0 0 7601 670 1 18,494 2,736 17 030 HS26-024/G40UH24A-045X (2) 19,272 2,153 36,000 Total Adjusted System Output 19272 2,153 36,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Aug 2 pm I Jan 12 am Note: values above given at ARI condltlons I L- JEATING SYSTEM PSYCHROMETRICS (Airstream Tem 24.0°F 66.6°F 0 108.3°F Outside Air 47 cfm Heating Coil 69.2 OF 108.3 OF Supply Air Ducts Supply Fan 107.5 OF 800 cfm ROOMS 70.0 OF Return Air Ducts ' ICOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 1 114.1 / 80.3 OF Outside Air 47 cfm 78.9/64.9 °F 80.9 / 65.9 OF M 58.6 / 57.2 OF 58.6 / 57.2 OF Supply Air Ducts Supply `` Fan 59.5 / 57.5 OF 800 cfm 4.3.7% R.H. ROOMS 78.0 / 64.6 OF Return Air Ducts I Cooling Coil EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page 20 of 34 ROOM LOAD SUMMARY PROJECT NAME I Lot #10 —Peninsula Park • DATE 10/4/2005 SYSTEM NAME HVAC -1 FLOOR AREA 1,075 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE 1 MASTER SUITE 1 1,264 25,804 3,140 1,264 25,804 3,140 424 17,724 f PAGE TOTAL 1 1,264 2504 3,140 424 17,724 TOTAL 1 1,264 25,804 3,140 424 17,724 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:21 of 34 ROOM LOAD SUMMARY PROJECT NAME Lot #10 - Peninsula Park DATE 10/4/2005 SYSTEM NAME HVAC -2A & 2B FLOOR AREA 2,723 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE 2 LIVING AREA 1 3,088 59,839 8,904 3,088 59,839 8,904 1,056 43,404 f PAGE TOTAL 1 3,088 59,839 8,904 1,056 43,404 TOTAL 1 3,088 59,839 8,904 1,056 43,404 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:22 of 34 ROOM LOAD SUMMARY PROJECT NAME Lot #10 - Peninsula Park DATE 10/4/2005 SYSTEM NAME HVAC -3 FLOOR AREA 740 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE 3 BEDROOM 2 1 796 15,355 1,968 796 15,355 1,968 270 10,847 d PAGE TOTAL 1 796 15,35° 1 1,968 270 10,847 TOTAL 1 796 15,35E 1 270 10,847 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:23 of 34 ROOM LOAD SUMMARY PROJECT NAME Lot #10 - Peninsula Park DATE 10/4/2005 SYSTEM NAME HVAC -4 FLOOR AREA 625 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE 4 GUEST SUITE 1 761 15,192 1,694 761 15,192 1,694 331 13,401 I PAGE TOTAL TOTAL 1 7611 15,192. 1,694 331 13,401 1 761 15,192 1,694 331 13,401 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:24 of 34 o. ROOM HEATING PEAK LOADS Project Title Date Lot #10 - Peninsula Park 110/4/2005 Room Information Design Conditions Room Name MASTER SUITE Time of Peak Jan 12 am Floor Area 1,075 Outdoor Dry Bulb Temperature 24OF Indoor Dry Bulb Temperature 70°F Conduction Area U -Value AT of Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. F age Total: 12 831 Infiltration: 1.00 X 1.080 X 1 075 x 11.00 X0.50 / 60 X 46 = 4894 chedule Air Sensible Area Ceiling Height- ACH 67 Fraction ! TOTAL HOURLY HEAT LOSS FOR ROOM 17,724 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:25 of 34 1059.0 X x X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 0.0280 X X x X X X X X x x x x x x x x x x x x x x x x x x x. x x x x x x x x x x x x 46.0 = = = = = = = = = = = = = = = = = = = = = = = = = = _ = = = = - = = = = _ = = 1,364 16.0 0.8000 46.0 589 60.0 0.0572 46.0 158 699.0 0.0566 46.0 1,821 50.0 0.5400 46.0 1.242 48.0 0.8000. 46.0 1,766 105.0 0.4000 46.0 1,932 perimeter = 87.0 45.5 3,958 Items shown with an asterisk (') denote conduction through an interior surface to another room. F age Total: 12 831 Infiltration: 1.00 X 1.080 X 1 075 x 11.00 X0.50 / 60 X 46 = 4894 chedule Air Sensible Area Ceiling Height- ACH 67 Fraction ! TOTAL HOURLY HEAT LOSS FOR ROOM 17,724 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:25 of 34 ROOM HEATING PEAK LOADS Project Title Lot #10 - Peninsula Park Room Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction Date LIVING AREA Time of Peak 2,723 Outdoor Dry Bulb Temperature 70 of Jan 12 am 24 of Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 28 755 Infiltration: I X 1.001X X Air Sensible x Area Calling X Ceiling HeigOhtx ACH.50 / 60] OT 46 = 14 649 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 431404 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:26 of 34 2,740 x X x X X X X X x X x X X x X X X X X X X X X X X X X X X X x x X X X X X X X 0.0280 X x X X X x x X X x X X X X X X X X X X X X x X X X X X X X x x X X X x. x X x 46.0 = = = = = = = = = = = = = c = 3,503 4.0 0.8000 46.0 147 1211.4 0.0566 46.0 3,155 21.0 0.5400 46.0 522 448.6 0.4000 46.0 8,254 72.0 0.3872 46.0 1,282 116.0 0.0572 46.0 305 96.0 0.8000 46.0 3,533 perimeter -177.0 45.5 8,054 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 28 755 Infiltration: I X 1.001X X Air Sensible x Area Calling X Ceiling HeigOhtx ACH.50 / 60] OT 46 = 14 649 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 431404 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:26 of 34 ROOM HEATING PEAK LOADS Project Title Date Lot #10 - Peninsula Park 10/4/2005 Room Information Design Conditions Room Name BEDROOM 2 Time of Peak Jan 12 am Floor Area 740 Outdoor Dry Bulb Temperature 24°F Indoor Dry. Bulb Temperature 70°F Conduction Area U -Value AT of Btu/hr 740.0 x x X X X x x x x x x x x x x x X X X x x X X X X X X X X X x X X X X X X X X 0.0280 X X x X x x x x x x x x x x x x X X X X X X x X x X x X X X X X X X x x x X X 46.0 = = = = = = = = = = = = = = = _ = = 953 275.0 0.0572 46.0 724 322.0 0.0566 46.0 839 60.0 0.5400 46.0 1,490 24.0 0.8000 46.0 883 erimeter = 67.0 45.5 3,048 items snown wren an astensK t) denote conduction tnrougn an interior surtace to anomer room. Fage Total: 7,9381 Infiltration: 1.00 1 x 1.080 x 740 x Heigh x 60] x 46 = 2 909 chedule AIr Sensible Area Ceiling Height ACH 0— Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 10,847 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page:27 of 34 ROOM HEATING PEAK LOADS Project Title Date Lot #10 - Peninsula Park 10/4/2005 Room Information Desicin Conditions Room Name GUEST SUITE Time of Peak Jan 12 am Floor Area 625 Outdoor Dry Bulb Temperature 24 OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value dT of Btu/hr Items shown with an asterisk (•r) denote conduction through an Interior surface to another room. Page Total: 10 866 Infiltration: I 1.00 X 1.080 x 625 x 9.80 x 0.50 / 60] x 46 = 2 535 ` schedule 'Ir Sensible Area Ceiling Height ACH In!r Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 13,401 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 28 of 34 625.0 X X X X X X X x X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X 0.0280 X X X X X X X x X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 46.0 = = = = = = = = = = = = = =• 805 645.4 0.0566 46.0 1,681 77.6 0.5400 46.0 1,928 30.0 0.5500 46.0 759 15.0 0.4000 46.0 276 24.0 0.8000 46.0 883 115.0 0.0572 46.0 303 perimeter = 93.0 45.5 4,232 Items shown with an asterisk (•r) denote conduction through an Interior surface to another room. Page Total: 10 866 Infiltration: I 1.00 X 1.080 x 625 x 9.80 x 0.50 / 60] x 46 = 2 535 ` schedule 'Ir Sensible Area Ceiling Height ACH In!r Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 13,401 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 28 of 34 RESIDENTIAL ROOM COOLING LOAD SUMMARY - Lot #10 - Peninsula Park 10/4/2005 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction R-38 Roof (R.3 W4.16) ,Bristolite Skylite W-2 Wall W.21.2x6.16 -1 Wall .21.2x6.16 Fleetwood Glazing Default Double Metal Tinted Fleetwood Glazing Area ' U -Value X MASTER SUITE 780F 115DF 37°F DETD1 X 56.0 X 37.0 X 35.6 X 35.6 X 37.0 X 37.0 X 37.0 X X Btu/hr 1,661 474 122 1,409 999 1 421 1,554 1. Design Equivalent Temperature Difference (DETD) Page Total 7 639 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr Bristolite Skylight (_Skylight) Rristnfitp Skylight Sk li ht Bristolite Sk li ht 3) (Skylight Bristolite Skylight 4 (Skylight) Vert.Sldr (5) (East) Vert.Sldr 6 (East) 2 FmchDr 7 (South) FxdGlsWdw 8 Abv. (South) FxdGlsWdw 9 (South) FXdGIsWdW 10 South ( 0.0 x x X x X1 x x x x x 1 + 1 + A + 1 + + 1 + 1 + 1 + 1 + 1 + 4.0 X X X X x X x X X X 152 ) X X X z x X 0.494 = = = = = = = = = = 301 ( 0.0 4.0 152) 0.494 301 ( 0.0 4.0 152) 0.494 301 ( 0.0 4.0 152) 0.494 301 (-0.0 10.0 73) 0.345 252 ( 0.0 10.0 73) 0.345 252 ( 0.0 48.0 32)X 0.65 1,009 ( 0.0 9.0 32)X 0.390 112 ( 0.0 24.0 32)x 0.390 299 ( 0.0 24.0 32)x, 0.390 299 . Sched. Page Total 3 425 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 1,075 x 0.500 Wafts/sgft x 3.412 Btt.h/Waft = 1,834 Occupants 1.00 X 1,075 X 25 Btuh/occ. / 200 sgi/occ. = 1,344 Receptacle 1.00 x 1,075 x 1.500 Wafts/sqft x 3.413 BtuhlWatt = 5,503m Process 1.00 x 1,07 x 0.000 Wafts/sgft x 3.41 Btuh/Waft = 0 Infiltration: �ch� XAir Sensible� X 1079 x Ceiling x 60] / 37 = Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 25,804 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 x 1 075 x 200 Btuh/occ. / 200 sqft/ occ. = 1 075 Receptacle 1.00 x 1 075 x 0.000 Wafts/sgft x 3.41 Btah/Waft = 0 Process 1 00 X 1 075 x 0.000 Wafts/sgft x 3.41 Btch/Watt 0 Infiltration: 1.00 x 4840 Air Area Ceiling Heighx 1 07 x Height x ACH 60] 0:)0433 = 2 065 "'--- chedule . X111 Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,140 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 29 of 34 RESIDENTIAL ROOM COOLING LOAD SUMMARY Lot #10 - Peninsula Park 10141200E Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: MASTER SUITE 78°F 115°F 37°F Conduction Area U -Value CETDBtu/hr X = X = X X = X = X = X = X _ X = 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total Shaded. Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr FxdGlsWdw 11 '(West) FxdGisWdw (12) West Vert.Sldr 13 (West) Vert.Sldr 14 (West) Vert.Sldr (15) (West) 683 ( Q.0 24.0 73 0.390 683 ( 0.0 ( 0.0 . X+ x�A, X X X X x X X x + + + + + + + + + 24.0 x X X. X X x X X X x 73 )X ) x )X x = )z )z )X )Z )x 0.390 = = = = = _ = = 683 ( Q.0 24.0 73 0.390 683 ( 0.0 1 10.0 73 0.345 252 ( 0.0 -1 10.0 73) 0.345 252 ( 0.0 1 10.0 73) 0.345 252 ( ( ( ( ( Sched. Page Total 2121 Internal Gain Frac.Area Heat Gain Btu/hr Li hts 1.00 x 1,075 x 0.500 Watts/sqft x 3.41 BtL h/Waft = 1,834 Occupants 1.00 x 1,075 x 250 Btuh/occ. / 200 sglt/occ. = 1,344 Receptacle 1.00 x 1,075 x 1.500 Watts/sqft X 3.413 Btuh/Watt = 5,503 Process 1.00 x 1,075 x 0.000 Wafts/sqft x 3.412 BtuhMaft = Q Infiltration: �� ._x Airs nsible 1.080 x Area x Ceiling eight I 11.00 X ACH Q.50 1 60] i7 Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 25,804 Sched. Latent Gain Frac. Area Heat Gain - Btu/hr Occupants 1.00 x 1 075 x 200 Btuh/occ. / 200 sq't/occ. = 1 075 Receptacle 1.00 x 1 075 x 0.000 Wafts/sqft x 3.41 BtuhlWaft = Q Process 1.00 x 1 075 x 0.000 Wafts/sqft x 3.41 Btuh/Waft = 0 Infiltration:1.00 x 4840 x 1 07 x 11.00 X0.50 160 00433 = 2 065 —Schedule Air Latent Area Ceiling Height ACH 4'\W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,140 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 30 of 34 RESIDENTIAL ROOM COOLING LOAD SUMMARY Lot #10 - Peninsula Park 10/4/2005 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction 2x14.1 Area X X X X X X X X 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Solar Gain Orientation Area - SGF Bristolite Skylight 16 (Skylight) Vert .131fir (17) (North) FAGlsMw 18 Abv. (North) FxdSiteBlt 19 (North) FxdSiteBlt (20) (East) FxdGlsWdw 21 (East) FxdSiteBlt 22 South FxdGlsWdw 23 (South) 2 FmchDr 24 (South) FxdGlsWdw 25 Abv. South U -Value ( 0.0 x X1 x x1 x x x X x 152) + + + + + + + + ( 0.0 6.0 ( 0.0 15+ ( 0.0 15)= ( 0.0 1 ( 0.0 1 ( 0.0 1 ( 36.0 1 ( 48.0 1 0_01x1 1 + LIVING AREA 780E 115°F 370E CETD 1 X 56.0 X 37.0 X 35.6 X 37.0 X 37.0 X 35.6 X 35.6 X 3 X Page Total Unshaded Area SGF SC 4.0 X x x x x x x x X x 152) X = = x x 0.494 6.0 15)x 0.345 2.0 15)= 0.390 50.0 15) 0.390 36.0 73) 0.390 30.0 73)X 0.390 36.0 32) 0.390 0.0 32)X 0.390 0.0 32)x 0.657 9.0 I 32) 0.390 Btu/hr' 4,264 118 2,442 420 6,639 993 236 2,842 17 954 Btu/hr 301 31 12 292 1,024 853 449 210 473 112 Sched. Page Total 3 757 Internal Gain Frac. Area Heat Gain Btu/hr Li hts 1.00 X 2,723 x 0.500'Wafts/sgft x 3.4d BtuhfWatt = 4,647 Occupants 1.00 X 2,723 X 250 Btuh/occ. / 200 sgft/occ. = 3,404 Receptacle 1.00 x 2,723 X 1.500 Wafts/sqft x 3.413 BtuhfWatt = 13,940 Process "1.00 x 2,723 x - 0.000 Wafts/sgft x 3.41 BtuhfWaft = 0 Infiltration: � x 1.080 x." x t x / 60] i7 = -Schedule Air Sensible Area Ceiling Height ACH Z-\ o Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 59,8391 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants _ 1.00 x 2 723 x 2001 Btuh/occ. / 200 sgft/occ. = 2 723 Receptacle 1.00 x 2 723 x 0.000 Wafts/sqft x 3.41 Btvh/Waft = o Process 1.00 x 2 723 x 0.000 Wafts/sgft x 3.41 Btih/Waft = o Infiltration: 1.00 X 4,8401 X 2 72 X 13.00 X 0.50 / 60] OD0433 = 6 181 chedule Air Latent Area Ceiling Height ACH Fraction TOTAL HOURLY LATENT HEAT GAIN "FOR ROOM 8,904 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 31 of 34 r' 1 RESIDENTIAL ROOM COOLING LOAD SUMMARY Lot #10 - Peninsula Park 10/4/2005 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design"Temperature Difference: LIVING AREA 78°F 115°F 37°F Conduction Area U -Value DETDBtu/hr X = X - X - X• _ X = X = X = X = X = 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF. Area SGF SC Btu/hr` FxdGlsWdw 26 (South) + + 15+ 1 + 1 + 1 + 1 + 1 + 1 + 1 +15.0 (South) FxdGlsWdw 28 (South) FXdGISWdW 29 (South) (2)FrnchDr (30) (South) FXdGISWdW 31 Abv. (South) FxdGISWdW 32 (South) FXdGISWdW 33 (West) FxdSiteBlt 34 (West) VertSldr. 35 est ( 0.0 X x�A, X X x x X x x x + + 15+ 1 + 1 + 1 + 1 + 1 + 1 + 1 +15.0 30.0 X X x x x x X X X X 32 )X ) x _{ x K K K ) K 0.390 = = = = = = = = _ = 374 ( 0.0 30.0 32 0.390 374 ( 0.0 30.0 32) 0.390 374 ( 48:0 0.0 32)x 0.390 281 (, 48.0 0.0 32) 0.657 473 ( 0.0 12.0 32).K 0.390 150 ( 39.0 0.0 32) 0.390 228 ( 0.0 19.5 73) 0.390 555 ( 0.0 41.1 7) 0.390 1,169 ( 0.0 73 0.345 378 Sched. Page Total 4 355 Internal Gain Frac.. Area Heat Gain Btu/hr Li hts 1.00 x 2,723 x 0.500 Watts/sgft x 3.41 Btoh/Watt = 4,647 Occupants 1.00 X 2,723 X 250 Btuh/OCC. / 200 sgVocc. = 3,404 Receptacle 1.00 x 2,723 x 1.500 Watts/sgft x 3.413 Btuh/Watt = 13,940 Process 1.00 x 2,723 x 0.000 Watts/sgft x 3.41 Btuh/Waft = 0• Infiltration: x x x,723 x x / 60] _ 1 117831 chedule Air Sensible Area Ceiling Height ACH L\- Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 59,839 Sched. Latent Gain Frac: Area Heat Gain Btu/hr. Occu ants1.00 X 2 723 x 200 Btuh/occ. / 200 sq'ft/occ. = 2 723 [Receptacle 1.00 x 2 723 x 0.000 Watts/sgft X 3.41 BtuhfWatt = o Process 1.00 x 2 723 x 0.000 Watts/sgft x 3.41 Btuh/Watt = o Infiltration: -S 1.00 x 4840 x 2 72 x Height x 60] 0 00433 = 6 181 ehedule Air Latent Area Ceiling Height ACH L\/y Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 8,904 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 32 of 34 RESIDENTIAL ROOM COOLING LOAD SUMMARY Lot #10 - Peninsula Park 10/4/2005 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: BEDROOM 2 780E 1150F 37°F. Conduction Area U -Value DETD' Btu/hr X 56.0 = 1,160 X 35.6 = 560 X 35.6 = 649 X 37.0 = 1,199 X 37.0 = 710 X X X X 1. Design Equivalent Temperature Difference (DETD) Page Total 4 279 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr Horiz.Sldr 36 (East) ( 0.0 x 1 + 30.0 x 73)= 0.36 = 805 (East) ( 0.0 x 1 '+ 24.0 x 73)x 0.657 = 1,151 Horiz.Sldr 38 East ( 0.0 x 1 + 30.0 x 73)x 0.367 = 805 ( x + x )x = ( x + x )x = ( x + x )x _ ( x + x )_t = ( x + x ( x + x )K = ( x +x }rc = Sched. Page Total 2 Iso Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 740 x 0.500 Watts/sgft x 3.412 Btuh/Waft = 1,263 Occupants 1.00 x 740 x 250 Btuh/occ. / 200 sgft/occ. = 925 Receptacle 1.00 x 740 x .1.500 Wafts/sqft x 3.413 Btuh/Waft = 3,788 Process 1.00 x 740 x 0.000 Watts/sqft x 3.412 BtahMaft = 0 Infiltration: �� x� x� x 9.50 x 0 5 / 60] 0= Schedule Air Sensible Area Ceiling Height ACH �. Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 15,3551 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 740 x 200 Btuh/occ. / 200 sgft/occ. = 740 Receptacle 1.00 x 740 x 0.000 Wafts/sqft x 3.41 Btjh/Waft = o Process 1.00 x Tao x 0.000 Wafts/sqft x 3.41 Btih/Waft = 0 Infiltration: �oheduoo x Air Latent x Area 74 X CeilingHeightx ACH 50 / 60] 0JO0433 = 1 228 Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,968 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 33 of 34 RESIDENTIAL ROOM COOLING LOAD SUMMARY Lot #10 - Peninsula Park 10/4/200E Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction Area U -Value X GUEST SUITE 780E 115°F 37°F C ETD' X 56.0 X 35.6 X 37.0 X 37.0 X 37.0 X 37.0 X 35.6 X X Btu/hr 980 1,301 1,550 610 222 = 710 = 234 1. Design Equivalent Temperature Difference (DETD) Page Total 5 609 Items shown with an asterisk (-) denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr Vert.Sldr 39 (North) stnnLlN (North) FxdGlsWdw 41 North CsmntWdw 42 (North) Vert.Sldr (43) (East) 3 Vert.Sldr 44 (East) FrnchDr 45 (South) Vert.Sldr 46 (West) 75 ( 0.0 1 15.0 ( 0.0 x1 x x x X X x x x+ X + + + + + + + + + 10.0 X X X X x x x x x X 15 ) = , ):X )X x x ):K "K K )K )K 0.345 = = = = = = = = = = 52 ( 0.0 1 15.0 15 0.334 75 ( 0.0 1 15.0 15 0.390 88 ( 0.0 1 15.0 15) 0.334 75 (-0.0 1 13.8 73) 0.345 348 (-0.0 1 41.3 73 0.345 1,040 ( 0.0 1 24.0 32) 0.657 504 ( 0.0 1 12.5 73) 0.345 315 ( ( Sched. Page Total 2 497 Internal Gain Frac. Area Heat Gain Btu/hr Li hts 1.00 x 625 X 0.500-Wafts/sqft x 3.412 Btah/Waft - 1,067 Occupants 1.00 X 625 X 250 Btuh/occ. / 200 sq't/occ. = 781 Receptacle 1.00 x 625 x 1.500 Watts/sqft x 3.413 Btuh[Waft = 3,200 Process 1.00 x 625 x 0.000 Wafts/sgft x 3.41( Btu�h[Waft = 0 Infiltration: �c� xAIrS� x ensible A 6? . x rea Ceiling n x / 60] �3IJ = �2.1�.2 ACH Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 15,192 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 625 X . 200 Btuh/occ. I 20 scft/occ. Receptacle 1.00 x 625 X 0.000 Wafts/sgft x 3.4 Blkjh/Waft = o Process ( 1.00 x 625 x 0.000 Watts/sqft x 3.41 Btluh/Waft = 0 Infiltration: I 1.00 x 4840 x 62 X 9.80 x 0.50 / 60] 1 0.00433 = 1 069 -Schedule Air Latent Area Ceiling Height ACH cry Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,694 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Page: 34 of 34