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05-5114 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoninca; Application valuation: Applicant: 05-00005114 , 52730 VIA DONA 772-410-999-5 -298944- DWELLING - SINGLE FAMILY LOW DENSITY RESIDENTIAL 435748 c&ty/ 4.4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: ROBERT SPALETTO 73290 EL PASEO, STE. 4 DETACHED PALM DESERT, CA 92260 Architect or Engineer: 7 ------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perju that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the B siness and Professionals Code, and my License is in full force and effect. License ClassJ:nB icense No.: 457228 C racto . ��ZX,000'1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: ' Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: PIPS LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: MONARCH HOMES DESERT DIV, INC. 73290 EL PASEO, SUITE #4 PALM DESERT, CA 92260 (760)568-3905 Lic. No.: 457228 Date: 4/05/06 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. is I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 0028122-2005 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any ma er so as to become subject to the workers' compensation laws of California, and agree that, i I should become subject to the workers' compensation provisions of Section 3j00 of thelab Code a com y ' h those previsions. cant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that a above information is correct. I agree to comply with all city and county ordinances and state laws relating to b ilding co i d hereby authorize representatives of thi . u' y to enter upon t above-mentioned prop rty mspecti purpo e et�nature (Applicant or Agent): e LQPERMIT Application Number . . . 05-00005114 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1815.50 Plan Check Fee 1180.08 Issue Date . . . Valuation . . . . 435748 Expiration Date 10/02/06 Qty. Unit Charge Per Extension BASE FEE 639.50 336.00 ----------------------------------------------------------------==---------- 3.5000 THOU BLDG 100,001-500,000 1176.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 126.00 Plan Check Fee. 31.50 Issue Date . . . . Valuation . . . 0 Expiration Date 10/0/06 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 9.0000 EA MECH FURNACE <=100K 36.00 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 5.00 6.5000 EA MECH VENT FAN 32.50 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST'HOOD 6.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . - 211.66 Plan Check Fee 52.92 Issue Date . . . . Valuation . . . . 0 Expiration Date _ 10/02/06 Qty Unit Charge Per Extension BASE FEE 15.00 5009.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 175.32 1067.00 ---------------------------------------------------------------------------- .0200 ELEC GARAGE OR NON-RESIDENTIAL 21.34 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 218.25 Plan Check Fee 54.56 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/02/06 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 6.0000 EA PLB FIXTURE 144.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 dr Application Number . . . . . 05-00005114 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 13.00 .7500 EA PLB GAS PIPE >=5 9.75 1.00 15.0000 ---------------------------------------------------------------------7------ EA PLB GAS METER 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/02/06 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments SFD - LOT 5, 5009 S.F. PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH.2001 CBC, CMC, CPC, 2004 CEC, 2005 ENERGY CODES ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 589.37 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 118.01 DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 43.57 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1666.00 Fee summary Charged Paid Credited ----------------- Due ---------- Permit Fee Total ------------------------------ 2386.41 .00 .00 2386.41 Plan Check Total 1319.06 750.00 .00 569.06 Other Fee Total 4446.95 .00 .00 4446.95 Grand Total 8152.42 750.00 .00 7402.42 LQPERMIT Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: _ Owner's Name: Robert Spaleno 50-730 Via Dona Project Address: Project Description: APN: 777-410-005 1 SFD This Box For District Use Only DEVELOPER FEES PAID AREA: P.MOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMWIND. AMOUNT: DATE, RF.CF.IPT GHFf.K N. INITIAIS- CERTIFICATE OF COMPLIANCE (California Education Code 17620) La Quinta, CA Tract #: Date: April 5, 2006 Phone No. Lot #'s: Type of Development: Residential XX! Commercial Industrial Total Square Feet of Building Area: 5,009 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. Dated: April 5, 2006 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 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project Agreement Existing Not Subject to Fee 65995 Approval Prior to 1/1/87 Requirement 5,009 $2.88 $14,425.92 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services No etet r Certificate issued by: Elvira Mattson, Office Technician Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-dav 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 othee* applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part -prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as 4etermined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. ti�':cisnvdip ;ties Ire e�rtitiGatte Di'tx+mpli;Inte ts?rm tablcsTO L'SE>.doc• 1/16/03 T AeAJ -7-7-7- -4 _ 00.5 CITY.OF LA QUINTA - PUBLIC WORKS/ENGINEERING DEPARTMENT GREEN SHEET (PUBLIC WORKS CLEARANCE) FOR BUILDING PERMITS Form updated & effective 8/25/2005 f— Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works/Engineering Department Lntil ALL requirements listed below are complete. Incomplete applications or applications which. cannot be processed will be returned to Applicant. Green Sheet approvals will be forwarded to the Building Department directly by Public Works. Date: Z • 141• o Developer: �! '/�� � �� ✓. Tract No.: q $ Tract Name: lid 5 51 1±1 -577 Lot No.(s): Address(s): 52 - 756 V(A :ONA The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building/Safety Department. #3, #4 AND #5 BELOW. �CUSTOMTHOIVIE �: PROVIDET ITEMS #2, TRACT HOMES: PROVIDE ITEMS #1, #2, #3, #4 (AS APPLICABLE) AND #6 BELOW. COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3 AND #5 BELOW. 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate 'can be provided. ��,��G. F2�Attach geotechnical certification'of goading ppl n compliance BGS N'T�'`r 2. ESQ n`tr c3 Attach recorded final map showing proposed building locationsare-legal}lots:/sci$c.'4t 06) %' 4. Attach a completed <1 acre per lot or infill project Fugitive Dust Control- project information form, PMTO plan & agreement or provide alternative &`valid`City--approved PM10 plan set reference. number or hard copy plan. PM10 plans for commercial and residential developments (beyond 1 lot) are submitted separately wr4-. x.-uing plans and are s: bijedt- t'3 additional 5. Attach an approved precise grading plan for the building developments will_require an approved -flood plain development 6. Attach an approved rough grading plan for the building location zone I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction o the proposed building(s)/structure(s). on the subject lot(s). Pursuant to findin s, the ove pr ect may be released for building'permit issuance. Recommerided b Dated:Z� t Declined for approval for reason(s) as follow(s), please correct and resubmit: TAMDEPTISTAFRGoble\Green Sheet PW Release\050824G[EEN SHEET COVER.doc r. City of La Quinta - PM 10 Project Information (<1 acre per Lot or Infill Project)* Page 1 of 3 Form updated & effective 8/25/2005 Project Information Project Phase Project Phase (Check One): XConstruction Demolition Anticipated Start Date: Anticipated Completion: �3!—OCo Total acres in active construction (<1 acre per Lot): Project Contact Information Project Contractor: Project Name: Project Tract Number: 2 � ��� `� Lot Number(s): Project Street Adds --ss: �Z _ 7 -3 Please Note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is. responsible for dust control during business and non- business hours. Name:Ti-16: 114 /LD 1114 Ae Com ary Name: AlAaCl� _Mailing Address: 15 — Z9DL C _ ty: State: u Zip Code: Z Z�&O Primary Telephone Number: 7 Fax: ,(vcJ 24 Hour Access/Emergency Prone: (,,© - r-7 Y — 7 Cell Phone: -4,ov _ S� 7 PM10 Certificate Number: � * Expanded PM 10 plans for commercial and residential developments > 1 acre are required by the City of La Quinta. T:\PWDEPT\STAFF\Goble\Green Sheet PW Releaaze\050824MMI P A 10 PACKET GREEN SHEErAoc City of La Quinta - Site Specific Construction Phase PM 10 Agreement Page 3 of 3 Agreement updated & effective 8/25/2005 The signature of the property owner (or authorized representative): , • Shall act as his/her acknowledgement of dust control requirements and thei- enforceability, pursuant to AQMD Rules 403 and 403.1•; • Shall constitute and agreement to comply with all project conditions as identified in the approved dust control plan; The property owner (or authorized representative): • Acknowledges that dust control is required 24 hours a day, 7 days a week, throughout the period of project performance, regardless of project size or. status; • Shall ensure that each and every contractor/subcontractor and all. other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; • Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; • Shall authorize representativ-, of the City/County to enter upon the above mentioned property for inspection and/or abate=nt purposes; and • Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any City/County initiated abatement activities. v 1, ii v vc�cwv Signature of Property Owner or Au-horized Representative :X& �-- Z ae t, . Printed Name J 0 Title Company T — /&/—,o S.. 11 Date /eY to "I - .• � JCM Inspectlons'� � V(R I/dNA 39725Garand Lane Suite. F' - Palm DesertCA 92211'"" INSPECTIONS ,Phone: 760-345-5554 - Fax: 760-772-3895 .'.INSPECTIONS EPDXY INSPECTION. REPORT Dat-j--7.hl.. Project Name: i �./ Pr-o-jpe-.t No: �.af"• �CtC e �n . 1 '.1 l...t».� n.. i•.C�'�D,;��n '. lr.♦1�: G- � \cin: ll�ch n 1 \l�C�n k.S'ra. Project Address: City: J 11 �` 4 �/.� L� ���r DGG r -C.. r I lta.,vTr �/ ❑X IBC" ; k � Title 24, t Client: Sub -Contractor: I t ( l v> Yt o f t-1 n r rn , C'l Other:.. General Contractor: Structural Engineer: .Architect: -r Z]`Anchor Bolts Q Rebar Weather- Epoxy Type: \ r-r-�rAV-,r, �� r �r C'\n Unresolved Items: _ , _ Epoxy Shelf Lifer nG_\lC11\-n r .ante ` � 0 None ' Hole Cleaning Methods) �', r` C'� �;, _ `'�� /__�i Q �.� t ��- \ ,� f1 r ElSee Below Description of Work Inspected:' �� V' ✓ Yt� r rctc� r c� �� rc, 1 1 �_ t r �r � 1` r1E '..e . � i Ll � 7\�% r\ 1l) _.4—� _ , n r. ( 1 rn' l,e_ i '1 � ..r r>' n r. ., O .�T M%, V_ cz� -1'n d._ `�7�. .�.+`, lnr n�t 71 (1� _{•:.� ll _']a K C \ !n MC l- .�M `TRC t� 1. 'VN..r•.�rl O A r 1 �c 5/�. ..1 F �•�=r `I`.I _ ; •n JVA Ak t' \'n > i+ .�A.. ...•. Cx ✓1 r 1..[1>�, r[ i Ci 1 Wtl✓- Jrl 4t \� ' �C l - - - � 4 - _ A •>Y1\ �.. rl/ ..._.n _e� T.� ! y -•C .a _ C) Work complies with written approval from.Structural Engineer and ICBO Evaluation. Report # I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to canply with the approved plans, specifications _applicable building laws. Final report issued at project completion. _[Inspector: Jack Q. Millin ICC Certification No:0842216-49 Contractor's Representative: Copy 1 JCM Inspections Copy 2' Project Superintendent Copy 3 Governing Agency Page of • •JCM Inspections t >; 7.�... • Z 39725 Garand Lane Suite F .. I Z� Palm DesertCA 92211 _- INSPECTIONSPhone: 760-345-5554 -Fax: 760-772-3895',` INSPECTION S EPDXY INSPECTION REPORT Date: Project Name: Project No: Project Address: \ 1 City' (I B� Title 24! Other: . Client: Sub -Contractor: �. � L• C� rJ�tt•'c±f '» General Contractor: Architect:�Stt"ructural Eng�eer:' Co iC\e1C :A -�-tl Cae �f"Yl�1+1Cpr�NR Weathed FA.Anchor Bolts ❑Rebar ' i. SfJ•� ' 1 �` Type:�e Y r~� r Epoxy 9 C ne1 , . , Unresolvedlved"Items: y Epoxy,Shelf Life:. one Hole Cleaning Method(s):V1Dkb W ,r) `e e\.� , \V til nr� - l�� Is 1" C. W •Crz: k.J i1" ❑ See below Description of Work Inspected:p � t1 • M3o`j ' -' c - �. �).-iy s u.a e C e-. P aX'• i ,11 f� E� sl"t t '-?__ �;l� �s v.A..4 =f. -S r U n"A . p-.7L,- 7L,T1``�.�.C` �•C �. v 7 rl�C cir(R�=(�-. A, C ^,Gor' \GM cw t �' S/`!i v� r FP.1 c Ss o� �.. `l�L�r�7.t+J°u� -TfA-0 r'' uC UR (12- Y 1' 11 , �c - Q ��� J r��•� i'' I � ' t P + �'t r� c `l' � . \ . � -' S/ �S " �H<a•) 1 k� � �C1.2' '- .:�'7 W ��.. 1 /� �_F' 1 �r_; �.�.., r) Ga G Q C �a�t�. 3" ��C ' L CSL u► o \ k U -a r rA C . �sa� Qacc,�1 1`Zo(Y^-`�+'��� S 3 1 S' (<<l�i.. �J t�.� { Do? CG c �.Jw�l ems' (\� 5 RC1 7.1 (� W C�•\T.' �� .- _..� .. - .. .i -)�`amu��(�� c'xnc�naf �A(o\1 X, ,t „\L,_I�F r 1 -,`i �j��Ca.v� o�L�' •Q.a�l�•G\;y,�OyySi of � -V�1� CY►cCG:ir.5 ,,� -' �'ri @�"12=.'itif . ICaZ •rfir\ c ?r PC�,� :,o�b�2��t3a':9,��1/� rrrnlY tdc Work complies with written approval from Structural ,Engineer and ICBG Evaluation Report # I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to corrIply with the approved plans, specifications _applicable building laws. Final report issued at project completion. Inspector: Jac C. Millin JCC Certification No: 0842216-49 Contractor's Representative 6opy1 JCM Inspections Copy 2 Project Superintendent't Copy 3 .Goveming Agency 4 IM Page of i + Certificate ®f Occupancy } 2 - T -A 1�OFti Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS- 52730 VIA DONA Use classification: SFD Building Permit No.: 05-5114 Occupancy Group: R3U1 Type of Construction: VN Land Use Zone: RL • Owner of Building: ROBERT SPALETTO Address: 73290 EL PASEO, STE. 4 City, ST, ZIP- PALM DESERT CA 92260 By: EDDIE MUIR _rd Date: 2-5-07 Building Offici I POST IN A CONSPICUOUS PLACE I TITLE 24 REPORT I Title 24 Report for: Hideaway Residence Lot 5D La Quinta, CA 92253 52-730 VIA ZVAA Project Designer: David Cofrances Palm Springs, CA 760-324-8313 1 Report Prepared By: Sheila Munson `= Eagle Quest Specialties, Inc. 42335 Washington Suite F #330 Palm Desert, CA 92211 (760) 345-4859 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT O'� BY S ii Copy Job Number: Date: 2/8/2006 he EnergyPro computer program has been used to perform the calculations summarized in this compliance reportprogram has approval and is uthorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. IS" EnergyPro 4.0 by EnergySoft. Job Number: User Number: 5862 1 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 9 Form WS -5R Residential Kitchen Lighting 11 HVAC System Heating and Cooling Loads Summary 12 Room Load Summary 15 Room Heating Peak Loads 18 Room, Cooling Peak Loads 21 EnergyPro 4.0 by EnergySoft Job Number: User Number: 5862 Certificate Of Compliance : Residential (Part 1 of 3) CF -1 R AILIde.away-Residen 0.58 Avg. SHGC: 0.48 2/_8/_20-0-6 roject Title _ ot_5D La_Qu.inta U -Fac. Cay. Cont. Azm. Tilt Date Project Address _0_029_ _R=38_ _ER0_0_ _0__0 N.ew Building Permit # EaCj.le_Q-uest_S eci.alties.,--nc.. _0...0.69 (760) 345-4859 _17-0_0_ _225__9.0 Plan Check/Date Doc�imentation Author _261 _0...0.6.9 Telephone _2=0_0_ -315__9.0 New _Ener R[o 841 _0_.0.69_ 15 J=0...0_ 4.5__9.0 New Wall_ Wood- Field Check/Date Compli ce Method _R21 _f_Z0_0_ 13.5__90 Climate Zone Root- Wood_ Source Energy Use Standard Proposed Compliance -Nall- Wood -80.7_ (kBtu/sf-yr) Design Design Margin 9.0 Space Heating 2.58 2.06 0.52 _0.9 6 Space Cooling 64.34 64.41 -0.07 Not Valid for permit Fans 9.28 9.83 -0.55 _R 0_0_ _31590 Domestic Hot Water 5.12 4.90 0.22 applications submitted on or Pumps 0.00 0.00 0.00 after 01/23/06 because Totals 81.32 81.20 0.12 Energy Budget is based on Building Type: ndard: nXJ Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: Area: 1,052 ft2 WRatio: 21.0% ILDING ZONE INFORMATIO Zone Name ElAddition ❑ Existing + Add/Alt (North) 0 deg Natural Gas Avg. U: N 0.58 Avg. SHGC: 0.48 Floor Area Volume 9 Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: # of Units _Sleeping 1,51.8 16,698 -0.30- -Living 2,9.6.9 _3.8,5.97 _0...59_ _2nd_F_loor 522 4..698 410_ OPAQUE SURFACES Thermostat Insulation Act. Type Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Roof Wood- 1.,51.8_ _0_029_ _R=38_ _ER0_0_ _0__0 N.ew Wall_ Wood_ 4.07 _0...0.69 _1221_ _17-0_0_ _225__9.0 New Wall_ Wood_ _261 _0...0.6.9 _1=21_ _2=0_0_ -315__9.0 New Wall_ Wood- 841 _0_.0.69_ -R21 J=0...0_ 4.5__9.0 New Wall_ Wood- t91 _0_0.6.9 _R21 _f_Z0_0_ 13.5__90 N.ew Root- Wood_ -2,7-4_4_ _0_029 X3.8__8=0._0_ _0__0 .2nd_Eloo.r -Nall- Wood -80.7_ _02At] _0.069_ _EZ21 _R=0_.0_ _225_ 9.0 Door. None- 21 _0.5.0.0_ -/done_ _R=0_0_ -225.9.0 _0.9 6 Wall_ Wood_ 52 _0...0.6.9 _&21_R_0_0_-220.9.0 2nd -Boor Wall_ Wood_ 620_ _0_0.6.9 -&2_1_ _R 0_0_ _31590 Door None- 24_ _0.50.0_ _None_ X0_0_ _315.9.0 Wall- Wood- 46_ _0_069_ -R_21 _IR0_0_ 0__9.0 Wall_ Wood_ 3.82 _0.0.6.9 -R21 __ 0_0 4.59.0 Wall_ Wood_ 4.0.3_ _0..0.6.9_ _R21 J=0_0_ 135__9.0 .Eloor Metal_ 522 _0._0.8.6_ _R_1.9 _RR0...0_ -0--l-8.0 _Roof Wood_ 522_ _0_029 _R_38_ _R=0_0_ _0__0 Wall- Wood- 201 _0.069_ -R21. _R=0_0_ -225.9.0 Wall- Wood- 1.5.0 _0_.0.69_ -R21 _R_0_0_ _315__9.0 Wall_ Wood- 214_ _0.069 -R21 _R=0_0_ _b_9.0 Wall_ Wood_ 214_ _0..06.9 _EZ21_ _R=0_0 13.5.9.0 5,009 ft2 n/a ft2 522 ft2 4,489 ft2 12.0 ft 1.00 Vent Hgt. Area 2 n/a 2 -Na 2 _n/_a Gains Condition Y / N Status JA IV Reference Location / Comments New Thermostat Zone Type Type Sleeping _SleepingStat_ Living -I iving.S.tat_ Sleeping SleepingStat_ 5,009 ft2 n/a ft2 522 ft2 4,489 ft2 12.0 ft 1.00 Vent Hgt. Area 2 n/a 2 -Na 2 _n/_a Gains Condition Y / N Status JA IV Reference Location / Comments New _02-11 Sleeping New _0.9246 Sleeping N.ew _0.9=A6 _Sleeping New _0.96 Sleeping New _0.9=A6 Sleeping N.ew -02-Al 1 Living New _0.9=A6 .Living New 28 A4 .Living N.ew _0.9=A6 Living New _0.9A_ 6 Living New .28__A4 Living New _0.9=A6 Living New 0.9 A6 Living N.ew 0.9 A6 Living N.ew 24=A5 .2nd_Eloo.r New _02At] 2nd-Eloo.r New _0.9=A6 2nd -Boor New _0.9=A6 2nd-Ro.or New _0.9 6 2ndJJJo.or. New _0.9=A6 2nd -Boor Run Initiation Time: 02/08/06 12:11:45 Run Code: 1139429505 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:3 of 25 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R' Ideaway Residence"qPP roject Title Date 2/8/2006 FENESTRATION SURFACES # Type Area U-Factorl SHGC2 True Azm. Cond. Tilt Stat. Location/ Glazing Type Comments _I- 2 -Window-Rear (S_outhwe.st)-14_0_ Window Rear Southwest 14.0 _0_55.0 _NERC _0 _4.5 __NERC 0.550 NFRC 0_45 NFRC _225_ 225 _9.0_ NewF_leetwood G.lazing_(Eixed.�- 90 New Fleetwood Glazing_ Fixed _ _Sleeping Sleeping 3 Window Rear (Southwest 20.0 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazing (Operable _ Sleeping 4 Window Rear Southwest 40.0 0.600 NFRC 0_50 NFRC 225 90 New Fleetwood Glazing_ Swin ing_ Sleeping 5 Window Right (Northwest 2.2 0.550 NFRC 0_45 NFRC 315 90 New P ood Glazing_((Fixed) Sleeping 6 Window Right (Northwest 40.0 0.600 NFRC 0_50 NFRC 315 90 New Fleetwood Glazing_ Swin ing_ Sleeping 3 8 ind_ow Riaht-(Ngrthwest) Window Right 2.2 Northwest 2.2 _9_550 _NFRC 0.45 NSC 0.550 NFRC 0.45 NFRC X15 315 20 New 90 New NI@iQod G W-g_(Elxe --d)_ Fleetwood Glazing_Fixed_ Sleepin Sleeping 9_ _1.0 1 Window FrQnt_(NQ_rth_e W n -d -Q Fro-nj_(Northeast) Window Front 5.6_ (Northeast) 22.5 -550 NFRC 0.45 NFRC --U-50 NFRC -0-4 5 NFRC 0.550 NFRC 0.45 NFRC 45 4.5_ 45 90 New ELee Qd Glazin Qpejatle)_ 90 New Fleetw-u-dCz zin _(Fixes/)_ 90 New Fleetwood Glazing (Operable)_ Seeping Sle-eping Sleeping 12 Window Front (Northeast) 6.0 0.550 NFRC 0_45 NFRC 45 90 New Fleetwood Glazing �Operable _ Sleeping _1.3 14 Window-Er_ont-(NoaKeast)-15D Window Front Northeast 15.0 0-550 -N- 045 _NERC 0.550 NFRC 0_45 NFRC 4.5_ 45 90 New Eleetwood Glazing_( -Operable)_ 90 New Fleetwood Glazing (Operable) Sleeping Sleeping 15 Window Left Southeast 48.0 0.600 NFRC 0_50 NFRC 135 90 New Fleetwood Glazing_ Swin ing_ Sleeping 16 Window Left (Southeast) 18.0 0.550 NFRC 0_45 NFRC 135 90 New PkgVvood Glazing (Fixed) Sleeping 17 Window Left Southeast 18.0 0.550 NFRC 0_45 _NERC 135 90 New Fleetwood Glazing_ Fixed) Sleeping 18 Window Rear Southwest 13.5 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazins40perable _ Living 1,9 Window Rear (SQuLhweA)_ 2.5 550 NFRC 045 NFRC 225 90 New F_-eeAwo9S1 lazL (_Qpe[abe)_ Livin 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 0_98 Bug Screen 0.76 New Bug Screen 0.76 5 Buq 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 Bug Screen 0.76 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Buq Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Type Area Thick. Heat (sf) (in.) Cap. Inside Cond. R -Val. JA IV Reference Condition Status Location/ Comments Concrete, Heavyweight 477 4.00 28 0_98 0 26-A1 _ _ _ New Sleeping / Slab on Grade Concrete Heavyweight 1,041 4.00 28 0.98 2 26-A1 New Sleeping / Slab on Grade Concrete, Heavyweight 2,705 4.00 28 0.98 0 26-A1 New Living / Slab on Grade Concrete, Heavyweight 266 4.00 28 0.98 2 26-A1 New Living / Slab on Grade PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 36 None No Insulation 26-A1 New Sleeping Slab Perimeter 145 None No Insulation 26-A1 New Sleeping b Perimeter b Perimeter 214 15 None No Insulation None No Insulation 26-A1 26-A1 New New Living Living Run Initiation Time: 02108/06 12:11:45 Run Code: 1139429505 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: PageA of 25 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R Iftfideawav Residence 2/8/2006 roject Title Date FENESTRATION SURFACES # Type Area U -Factor' SHGC2 True Azm. Cond. Tilt Stat. Location/ Glazing Type Comments 20. 21 Window Rear_(.S.outhwest)-2.5_ Window Rear (Southwest) 9.0 _0._550 _NERC _005 _NFRC 0.550 NFRC 0_45 NFRC -22.5_ 225 _9.0_ N.ew EleeiwoodGtazing_(.Operable.)_ living 90 New Fleetwood Glazing_(Operable) Living 22 Window Rear (Southwest 11.2 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazing_(Operable_ Living 23 Window Rear (Southwest) 27.0 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazing_ Fixed Living 24 Window Rear Southwest 42.0 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazing (Operable) Living 25 Window Right (Northwest) 2.5 0.550 NFRC 0_45 NFRC 315 90 New Fleetwood Glazing_(Operable Living 25 27 Window Right_(Np1thwest)�(�0 Window Front (North) 31.5 0-550 NFRC 0 45 N 0.600 NFRC 0.50 NFRC �_� 0 �9 N_�F�gtwQodGlazing_(0p� a"ll )_ Living 90 New Fleetwood Glazing ­(Swinging_ Living 2$ Window Front -(Nor hea8t) Q 0_550 NFRC 0- NFRC �5_ 00 New ood_ I zin _(0perable)_ Living 2.9 0 31 Window Front Northeast) 24•0 Window Left Southeast 10.0 Window Left (Southeast) 40.0 O-6QO NFRC 0 0 NFRC 0.600 NFRC 0_50 NFRC 0.600 NFRC 0_50 NFRC 45_ 135 135 99_ New 90 New 90 New Fle A- d G (Swinging_ Living �I &600d Glazing - (Sliding EMid_iving ood Glazin _C Swinging_ Living 32. 33 Window Left-(Sou.theast)_2Q 0 j 20.0 Window Left Southeast 0550 N.F_RC 0.4.5 _NERC 0.550 NFRC 0_45 NFRC X35_ 135 _90- view _. �i ood Glazing_(F_ixed)_ _LLving 90 New Fleetwood Glazing (Fixed) Living 34 Window Rear (Southwest) 8.0 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazingjgperablej 2nd Floor 35 Window Rear Southwest 8.0 0.550 NFRC 0_45 NFRC 225 90 New Fleetwood Glazing (Operable _ 2nd Floor 36 37 Window Window Rear (Southwest) 8.0 Right Northwest 48.0 0.550 NFRC 0_45 _NERC. 0.600 NFRC 0_50 NFRC 225 315 90 New 90 New Fleetwood Glazing_ Operable _ 2nd Floor Fleetwood Glazing_ Swin ing_ 2nd Floor 3$ Window Right (JLo­dbwes1) 18 0 Q 550 NFRC _0.45 NFR_C 315_ 00 New {�ooSi Gjazing_(Fixed)_ 2ndBoor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. 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. 20 Bug Screen 0.76 21 Bug Screen 0.76 SBug Screen 0.76 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 8.0 3.0 0.0 0.0 0 0.1 4.0 0 30 Bug Screen 0.76 31.0 10.0 10.0 0.1 10.0 10.0 31 Bug Screen 0.76 8.0 5.0 8.0 0.1 8.0 8.0 32 Bug Screen 0.76 8.0 1.8 8.0 0.1 8.0 8.0 33 Bug Screen 0.76 8.0 1.8 8.0 0.1 8.0 8.0 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 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Type Length R -Val. Location JA IV Reference Condition Location/ Status Comments Run Initiation Time: 02/08/06 12.11.45 Run Code: 1139429505 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:5 of 25 Certificate Of Compliance : Residential (Part 2 of 3) CF -1 R Iiideaway Residence 2/8/2006 roject Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHGC2 Azm. Tilt Stat. Glazing Type Comments 3.9 Window_ Righ1_(.Northwest)-1.8.0 _0._5.5.0 _NF_RC_0._4.5 _NERC. _31.5_ _9.0_ N.ew Fleetwood Glazing-(Eixed.)_ 2ndflo_or 40 Window Front Northeast 20.0 0.550 NFRC 0_45 NFRC 45 90 New Fleetwood Glazing Operable 2nd Floor 41 Window Left (Southeast) 8.8 0.550 NFRC 0_45 NFRC 135 90 New Fleetwood Glazinq_Operable _ 2nd Floor 42 Window Left Southeast 2.5 0.550 NFRC 0_45 NFRC 135 90 New Fleetwood Glazing O erable _ 2nd Floor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fm Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len.. Hgt. Dist. Len. Hgt. 39 Bug Screen 0.76 40 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ R -Val. Location JA IV Reference Status Comments Run Initiation Time: 02108/06 12:11:45 Run Code: 1139429505 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:6 of 25 Certificate Of Compliance : Residential (Part 3 of 3) CF -1 R lideaway Residence 2/8/2006 roject Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Co.-tdition Thermostat Location Type Eff Type Eff Status Type Sleeping Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback Living Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback 2nd Floor Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? Sleeping Ducted Ducted Attic 4.2 New Yes Living Ducted Ducted Attic 4.2 New Yes 2nd Floor Ducted Ducted Attic 4.2 New Yes Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. A.O. SMITH FPS -50-224 Small Gas Kitchen Pipe Ins 1 43,000 50 New 0.60 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length U— Add 1/2" ontrol # HP Type In Plenum Outside Buried I.isulation 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. COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and T}Vs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Sheila Munson Title/Firm: David Cofrances Title/Firm: Eagle Quest Specialties, Inc. Address: Address: 42335 Washington Suite F #330 Palm Springs CA Palm Desert, CA 92211 Telephone: 760-324-8313 Telephone: (760) 345-4859 (signal re) (date) (signature) (date) Enforcem nt Agency Name: Title/Firm: ddress: Wlephone: (signature/stamp) (date). 4 Certificate Of Compliance : Residential (Addendum) CF -1 R Title 2/8/2006 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 %Dcal enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies oased on the adequacy of the special justification and documentation submitted. I Plan I Field Not Valid for permit applications submitted on or after 01/23/06 because Energy Budget is based on SEER 10. The Roof "R-38 Roof (R.38.2x14.16)" includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual. The HVAC System "Sleeping" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HIGH MASS Design - Verify Thermal Mass: 477 sqft Exposed Slab Floor, 4.00" thick at Sleeping HIGH MASS Design - Verify Thermal Mass: 1041 sqft Covered Slab Floor, 4.00" thick at Sleeping The HVAC System "Living" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. HIGH MASS Design - Verify Thermal Mass: 2705 sqft Exposed Slab Floor, 4.00" thick at Living HIGH MASS Design - Verify Thermal Mass: 266 sqft Covered Slab Floor, 4.00" thick at Living The HVAC System "2nd Floor" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervisi in of a CEC- approves nuts proviaer using utt; approves testing anwor venncation metnoos ano must oe reportea on the 1,r -4K stallation certificate. Plan Field he HVAC System "Sleeping" incorporates HERS verified Duct Leakage. Target leakage is calculated and documer.ted on the CF -4R. The HVAC System "Sleeping" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatc Expansion Valve. The HVAC System "Living" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. The HVAC System "Living" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The HVAC System "2nd Floor" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R The HVAC System "2nd Floor" incorporates a HERS verified Refrigerant Charge test or a HERS verified ThermostF-tic Expansion Valve. The Cooling System "TRANE 4TTX4024/TUD60R936 (2)" includes credit for a 11.0 EER Condenser. A certified H =RS rater must field verify the installation of the correct Condenser. EnergyPro 4.0 by EnergySoft User Number 5862 Job Number: Page:8 of 25 1 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance t� requirements from the Certificate of Compliance supercedes the items marked with and asterisk (') below. When this check.ist 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. �J • DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not applicable. N/A DESIGNER ENFORCE - MENT Building Envelope Measures ❑ ❑X ❑ .§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑X ❑ ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ Q ❑ apply to exterior mass walls). 0 ❑ ❑ § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox b. outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed. § 150(0: Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. Space Conditioning, Water Heating and Plumbing System Measures ❑ a ❑ N ❑ ❑ E91 ❑ ❑ ❑X ❑ ❑ E91 ❑ ❑ ❑ 0 ❑ 191 ❑ ❑ ❑ a ❑ 0 ❑ ❑ a ❑ ❑ ❑X ❑ ❑ § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑X ❑ ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. ❑X ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑X ❑ ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑X ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1508. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑X ❑ ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑X ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑X ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑X ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑X ❑ ❑ EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:9 of 25 Mandatory Measures Summarv: 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. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance s 3ecifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 606, 604, ❑ ❑X ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either me.:h or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and ❑X ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously © ❑ ❑ support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause § 118 (i): Cool Roof material meets specified criteria X❑ ❑ ❑ reductions in the cross-sectional area of the ducts. § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive © ❑ ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ Q ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as dete mined ❑ © ❑ 4. Exhaust fan systems have back draft or automatic dampers. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ K❑ ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating © ❑ ❑ dampers. always on option. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ © ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water ❑ X❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article retardant and provides shielding from solar radiation that can cause degradation of the material. § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑X ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 1-16. ® ❑ ❑ 7. Flexible ducts cannot have porous inner cores. 119(d). § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the X❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. © ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑X ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑X ❑ ❑ § 115: Gas fired fan -type 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 (i): Cool Roof material meets specified criteria X❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ Q ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as dete mined ❑ ❑X ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminai-es. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ K❑ ❑ OR are controlled by an occupant sensor(s) ceritfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rocros shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ x❑ ❑ controlled by an occupant sensor that complies with Section 1' 9(d) that does not turn on automatically or have ar always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on t -ie ❑ X❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑X ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 1-16. § 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑X ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Eection 119(d). EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 10 of 25 Residential Kitchen Lighting Worksheet WS -5R Residence Title 2/8/2006 Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that ar3 high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. Luminaire Type High Efficacy? Watts Quantity High Efficacy Watts Other Watts W 5 ft Fluorescent T8 MagEE Yes X No 50.0 x 3 = 150 or U 8" Circling Yes X No 27.0 x 4 = 108 or 60w Recessed Incandescent Yes No X 60.0 x 4 = or 240 Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or • Total A: 258 B: 240 COMPLIES IF A;-:, B YES Q NO ❑ EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:11 of 25 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Hideaway Residence 2/8/2006 SYSTEM NAME FLOOR AREA Sleeping 1,518 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 Sensible Latent CFM I Sensible 1,376 24,901 855 693 25,819 0 2,582 2,383 0 0 115 4,622 97 115 5,248 0 0 2,582 2,383 34,68717777;8 35 834 TRANE 4TTX4060/TUD100R960 (5) 45,023 4,091 79,000 Total Adjusted System Output 45,023 4,091 79,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 OF 66.4 OF 66.4 OF 105.0 OF O SLpply Air Ducts Outside Air 115 cfm 103.9 °F Supply Fan Heating Coil 2000 cfm ROOMS 70.0 OF 68.9 OF >% Return Air Ducts "I (COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) I 111.0/72.5°F 75.4/61.6°F 75.4/61.7°F 55.0/53.9°F O Supply Air Ducts Outside Air 115 cfm Supply Fan Cooling Coil 56.2 / 54.4 OF 2000 cfm 51.6% R.H. ROOMS 732/60.9 °F 72.0 / 60.5 OF Return Air Ducts I EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 12 of 25 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ,6ROJECT NAME DATE Hideaway Residence 2/8/2006 SYSTEM NAME FLOOR AREA Living 2,969 Number of Systems 2 Heating System Output per System 79,000 Total Output (Btuh) 158,000 Output (Btuh/sqft) 53.2 Cooling System Output per System 58,000 Total Output (Btuh) 116,000 Total Output (Tons) 9.7 Total Output (Btuh/sgft) 39.1 Total Output (sgft/Ton) 307.1 Air System CFM per System 2,000 Airflow (cfm) 4,000 Airflow (cfm/sgft) 1.35 Airflow (cfm/Ton) 413.8 Outside Air (%) 2.9 Outside Air (cfm/sgft) 0.04 Note: values above given at ARI conditions 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 ISensiblel Latent CFM I Sensible 2,514 45,482 907 1,228 45,732 0 4,716 4,221 0 0 115 4,635 -83 115 5,264 0 0 4,716 4,221 59,550 824 TRANE 4TTX4060/TUD100R960 (5) 87,293 10,264 Total Adjusted System Output g7 293 10,264 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Aug 2 pm 59,438 158,000 158,000 Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 of 67.8 of 67.8 of 105.0 of O Supply Air Ducts Outside Air 115 cfm 104.0 of Supply Fan Heating Coil 4000 cfm ROOMS 69.0 of 70.0 of Return Air Ducts I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/72.5OF 74.2/61.2OF 74.2/61.3OF 55.0/53.9OF O Supply Air Ducts Outside Air 115 cfm Supply Fan Cooling Coil 56.1 / 54.4 OF 4000 cfm 51.4% R.H. ROOMS 73.1 / 60.8 of 72.0 / 60.4 of Return Air Ducts I EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 13 of 25 WAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME DATE Hideaway Residence 2/8/2006 SYSTEM NAME FLOOR AREA 2nd Floor 522 (Number of Systems I 1 Heatina Svstem Output per System 47,000 Total Output (Btuh) 47,000 Output (Btuhlsgft) 90.0 Cooling System Output per System 24,000 Total Output (Btuh) 24,000 Total Output (Tons) 2.0 Total Output (Btuh/sgft) 46.0 Total Output (sgftlTon) 261.0 Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) I Outside Air (%) Outside Air (cfmisgft) Note: values above given at ARI conditions 26.0 of 62.7 of 62.7 of Outside Air 115 cfm 68.9 of 1 1� 0. 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 FSensiblei Latent CFM Sensible 734 13,276 819 279 10,402 at Time of Cooling 0 111.0/72.5OF 79.0/62.8OF 79.0/62.9OF 1,377 960 0 0 115 4,573 -103 115 5,247 0 Supply Fan Cooling Coil 0 1,377 960 20,602 716 TRANE 4TTX4024/TUD60R936 (2) 20,498 214 Total Adjusted System Output 20,498 214 (Adjusted for Peak Design Conditions) 105.0 of Supply Fan Heating Coil 800 cfm TIME OF SYSTEM PEAK I Aug 2 pm of H 17,570 47,000 47,000 Jan 12 am Supply Air Ducts 103.9 of ROOMS 70.0 of EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 14 of 25 Return Air Ducts S --OOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak' 111.0/72.5OF 79.0/62.8OF 79.0/62.9OF 55.0/53.7OF low O41 Supply Air Ducts Outside Air 115 cfm Supply Fan Cooling Coil 56.6 / 54.3 of 800 cfm ROOMS 51.7% R.H. 736/61.0 of 72.0 60.5 of Return Air Ducts I EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 14 of 25 ROOM LOAD SUMMARY EnergyPro By EnergySoft User Number: User Job Number: Page: 15 of 25 ROJECT NAME Hideawa Residence DATE 2/8/2006 SYSTEM NAME Sleeping FLOOR AREA 1,518 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE _ATENT CFM SENSIBLE Sleeping Sleeping 1 1,376 24,901 855 1,376 24,901 855 693 25,819 PAGE TOTAL 1 1,376 24,90' 855 693 25,819 TOTAL 1 1,376 24,90 85511 693 25,819 EnergyPro By EnergySoft User Number: User Job Number: Page: 15 of 25 r— L r L. ROOM LOAD SUMMARY ROJECT NAME DATE Hideaway Residence 2/8/2006 SYSTEM NAME FLOOR AREA Living 2,969 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 Living1 Living 2,514 45,482 907 2,514 45,482 907 1,228 45,732 PAGE TOTAL 1 2,514 45,482 9071,228 45,732 TOTAL 1 2,514 45,482 90711 1,228 45,732 EnergyPro By EnergySoft User Number: User Job Number: Page: 16 of 25 ROOM LOAD SUMMARY EnergyPro By EnergySoft User Number: User Job Number: Page: 17 of 25 ROJECT NAME HideawayResidence DATE 2/8/2006 SYSTEM NAME 2nd Floor FLOOR AREA 522 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE -ATENT CFM SENSIBLE 2nd Floor 2nd Floor 1 734 13,276 819 734 13,276 819 279 10,402 I t PAGE TOTAL 1 734 13,276 819 279 10,402 . TOTAL 1 734 13,273 819 279 10,402 EnergyPro By EnergySoft User Number: User Job Number: Page: 17 of 25 ROOM HEATING PEAK LOADS Wl oject Title Date ideawav Residence 2/8/2006 Room Information Design Conditions Room Name Sleeping Time of Peak Jan 12 am Floor Area 1,518 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF Btu/hr Conduction Area X X X X X X X X X X X X X X x X X X X x X X X X x x x x x x x x x x x x x x x U -Value X X X X X X X X X x X X X X X X X X X X X X X x x x x x x x x x x x x x x x x -,�,T of = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr 1518.0 0.0290 44 1,937 407.0 0.0690 44 1,236 14.0 0.5500 44 339 14.0 0.5500 44 339 20.0 0.5500 44 484 40.0 0.6000 44 1,056 261.2 0.0690 44 793 2.2 0.5500 44 54 4 0. 0- 0 44 1,056 2.2 0.5500 54 2.2 0.5500 44 44 5_4 2,553 840.9 0.0690 8.0 0.5500 44 194 5.6 0.5500 44= 136 22 0.5500 44 5 6.0 0.5500 44 145 15..0L 15.0 0.5500 0.5500 363 44 191.0 0.0690 44 .363 580 48.0 0.6000 44 11267 1$Q 0 55Q0 44 436 436 18.0 0.5500 44 perimeter = 36.0 0.7300 44 1,156 perimeter = 145.0 0.7300 44= 4,- Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 20 233 Infiltration: [ 1.001X 1.064 X 1 518 X 11.00 X 0.429 / 60] X 44 = 5,587 Schedule Air Sensible Area Ceiling Height ACH �T Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 20,233 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 18 of 25 ROOM HEATING PEAK LOADS roject Title Date ideawav Residence 2/8/2006 Room Information Desi - n Conditions Room Name Living Time of Peak Jan 12 am Floor Area 2,969 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70°F 11.2 r Conduction R-38 Roof R.38.2xl4.16 R-21 Wall (W.21.2x6.16 F_leetwood_Glazing_(O.per_able) Fleetwood Glazing_(Operable leatwo_od_Glazing_(Ope.rable.) Fleetwood Glazin _(Operable) Flejetwo4d_rlazina_(O���tZle) Fleetwood Glazing_ Fixed Fleetwood_Glazing4.0perabte.) Wood Door WaIL(W 21.2x6.-1 R-21 Wall (W.21.2x6.16) Wood Door Fleetwood Glazing -(Operable) Seetwood_G.lazing�Operable.) 2-1WaIL(W21-W-16) F-leetwood_Glazing_(Swinging-Doom 21 W I (W.21 2x6-16 leetwood Glazing_(Operable [FR=2J-W-a1l-(.W- leetwood_Glazing�.Swingirtg�oor) .2J -2x6-1-6.) Fleetwood Glazin _(Slidin Patio Door) Fleetwood Glazin _(Swingin Door) I gtw_Qod_Glazina ( ix .l� Flee two od_GI azi ng -(.Fixed) Slab -On -Grade la_►ZOn-G.red� Area 2,744.0 807.0 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 13.5 2.5 2.5 9.0 11.2 27.0 42.Q 21.3 52.0 619.5 24.0 2.5 OQ 46.5 31-5 382.0 36.0 24.0 403-0- 310.0 40.0 20.0 20.0 perimeter = 214.0 perimeter = 15.0 44 528 44 60 4= 7.26 141 44 832 44 1 160 44 U -Value Items shown with an asterisk (') denote conduction through an interior surface to another room. Infiltration: L 1.001X 1.064 x 2 969 x 13.00 x 0.363 l 60] x Schedule Air Sensible Area Ceiling Height ACH Fraction X X X X X X X X X X x X X X X x X_4 x X X X X x X X x X X X x X x x x X x X x x X .�,T of = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Btu/hr 44 3,501 44 2,450 44 327 44 60 44 60 44 218 44 272 44 653 44 1.016 468 1.58 1,881 44 44 528 44 60 4= 7.26 141 44 832 44 1 160 44 871 44 634 _ 1,224 44 8,184 44 1,056 44 484 —4-4- 44 6,874 44 482 Page Total: 44 dT 3a So5 10 927 TOTAL HOURLY HEAT LOSS FOR ROOM 34,805 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:19 of 25 ROOM HEATING PEAK LOADS roject Title Date ideawav Residence 2/8/2006 Room Information Desicin Conditions Room Name 2nd Floor Time of Peak Jan 12 am Floor Area 522 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF 201.0 Conduction Area U -Value 522.0 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 0.0860 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 522.0 0.0290 201.0 0.0690 8.0 0.5500 8.0 0.5500 8.0 0.5500 150.0 0.0690 48.0 0.6000 10-0- 0 ao0 18.0 0.5500 214.0 0.0690 20.0 0.5500 213.8 0.0690 8.8 0.5500 2 5_ 0.5500 Btu/hr 1,9751 666 610 194 194 194 455 1,267 436 436 6.5.0 484 649 212 6.0 Items shown with an asterisk (•rr) denote conduction through an interior surface to another room. Page Total: 8 481 Infiltration: I1 1.00 x 1.064 x 522 x 9.00 x 0.524 / 60] x 44 = 1 921 chedule Air Sensible Area Ceiling Height ACH OT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 8.481 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 20 of 25 RESIDENTIAL ROOM COOLING LOAD SUMMARY roject Title Date iripawav RpciHi=nrrtp �?/sonnfi Room Information Desi n Conditions Room Name: Sleeping Outdoor Dry Bulb Temperature: 720F Floor Area: 1,518 sf Outdoor Web Bulb Temperature: 1120F Indoor Dry Bulb Temperature: 72'FOutdoor Daily Range: 340F L' Opaque Surfaces IR -21 Wall (W.21.2x6.16) I IR -21 Wall (W.21.2x6.16) I Orientation Area X X X X X X X X x X x X U -Factor X X X X X X X x X X X= X CLTD 1 = = = = = = = = 1,518.0 0.0201 56.0 407.0 0.0690 31.0 261.2 0.0690 30.2 840.9 0.0690 29.0 191.0 0.0690 31.0 Southwest 0.0 30.6 42.1 (Northwest) 0.0 27.7 42.2 (Northwest) 0.0 30.6 46.6 Northwest 0.0 27.7 42.2 (Northwest) 0.0 27.7 42.2 Northeast) Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration M1 M2 13 M 3 A 4 5 6 8 Internal Gain Occupants B4 E ui ment 1 rage i otal Orientation Shaded Area X x X x X X x x x x X GLF + + + + + + + + + + + Unshaded Area 14.0 X 14.0 X 20.0 X 40.0 X 2.2 x 40.0 X 2.2 x 2.2 x 8.0, x 5.6 x x Page GLF = = = = = = = _ = = Southwest 0.0 27.7 38.1 (Southwest) 0.0 27.7 38.1 Southwest 0.0 27.7 38.1 Southwest 0.0 30.6 42.1 (Northwest) 0.0 27.7 42.2 (Northwest) 0.0 30.6 46.6 Northwest 0.0 27.7 42.2 (Northwest) 0.0 27.7 42.2 Northeast) 0.0 27.7 42. (Northeast) 0.0 27.7 42.2 Total Btu/hr 1,707 871 545 1,683 409 5 213 Btu/hr Btu/hr X Occupants X 230 Btuh/occ. = 920 X Dwelling Units X 1,6001 Watts/sqft = 1 1,6001 Infiltration: 1.064 x 1.24 x 96.18 x 1 5.0791 Air Sensible CFM ELA Z�T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 24 901 Latent Gain Btu/hr Occu ants F 41 X Occupants X 200 Btuh/occ. = 800 Infiltration: 4,771 x 1.24 x 96.18 x 0.00010 = 55 Air Latent CFM ELA pW • TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 855 EnergyPro 4.0 by Energysoft User Number: 5862 Job Number: Page: 21 of 25 RESIDENTIAL ROOM COOLING LOAD SUMMARY roject Title Date iriPawav RtSidt-nrP 2/8/2006 Room Information Desi n Conditions Room Name: Sleeping Outdoor Dry Bulb Temperature: 720F Floor Area: 1,518 sf Outdoor Web Bulb Temperature: 1120F Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F is ue 5urtaces Orientation Area U -Factor CLTD 1 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Is rage I Dial Orientation x X X X X X x x x x x x x + + + + + + + + + + + = X X X X x x x x x x x (Page GLF x (Northeast) x 27.7 = 42.2 (Northeast) x 27.7 x 42.2 = 0.0 27.7 x 42.2 x 0.0 = 15.0 42.2 x 0.0 x 48.0 = Southeast 0.0 x 18.0 x (Southeast) = 27.7 18.0 x x = x x = x x - x x = x x = x x = Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Is rage I Dial Orientation Shaded Area X X X X X x x x x x x GLF + + + + + + + + + + + Unsbaded Area X X X X x x x x x x x (Page GLF = = = = = = = = = = = (Northeast) 0.0 27.7 22.5 42.2 (Northeast) 0.0 27.7 6.0 42.2 (Northeast) 0.0 27.7 15.0 42.2 Northeast 0.0 27.7 15.0 42.2 (Southeast) 0.0 30.6 48.0 42.1 Southeast 0.0 27.7 18.0 38.1 (Southeast) 0.0 27.7 18.0 38.1 Total Btu/hr 0 Btu/hr Internal Gain Btu/hr Occupants F�i x Occupants X 230 Btuh/oCc. = 920 P P Equipment X Dwelling Units X 1,600] Watts/sqft = 1,6001 Infiltration: 1.064 X 1.24 x 96.18 x 1 5,0791 Air Sensible CFM ELA &T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 24,901 Latent Gain Btu/hr Occupants IF 4] X Occupants X 200 Btuh/oCc. = 800 Infiltration: 4 771 x 1.24 x 96.18 x 0.00010 = 55 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 855 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:22 of 25 RESIDENTIAL ROOM COOLING LOAD SUMMARY roject Title Date irlaawav Racirianr.P 2/8/2006 Room Information Desicin Conditions Room Name: Living Outdoor Dry Bulb Temperature: 720F Floor Area: 2,969 sf Outdoor Web Bulb Temperature: 1120F Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F is opaque burraces R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) Wood Door R-21 Wall W.21.24.16 R-21 Wall W.21.24.16 Wood Door R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.24.16) R-21 Wall W.21.24.16 Orientation Area U -Factor CLTD 1 2,744.01 x X X X X X X X X X X X 0.0201 X X X X X X X X X X X X 56.0 807.0 0.0690 31.0 21.3 0.5000 31.0 52.0 0.0690 33.0 619.5 0.0690 30.2 24.0 0.5000 30.2 46.5 0.0690 23.0 382.0 0.0690 29.0 403.0 0.0690 31.0 343 (Southwest) 0.0 27.7 38.1 428 (Southwest) 0.0 27.7 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration 28 22 23 17 16 15 14 20 21 L Page i otal Btu/hr = 3,085 1,726 330 118 1,292 363 74 764 862 8 614 Orientation Shaded Area X X X X x x x x x x X GLF + + + + + + + + + + + Unshaded Area 13.5 X 2.5. X 2.5 X 9.0 X 11.2 x 27.0 X 42.0 X 2.5 x 30.0 x 31.5 x X GLF = = = = = = = = = = = Btu/hr (Southwest) 0.0 27.7 38.1 514 Southwest 0.0 27.7 38.1 95 Southwest 0.0 27.7 38.1 95 (Southwest) 0.0 27.7 38.1 343 (Southwest) 0.0 27.7 38.1 428 (Southwest) 0.0 27.7 38.1 1,028 (Southwest) 0.0 27.7 38.1 1,598 (Northwest) 0.0 27.7 42.2 105 (Northwest) 0.0 27.7 42. 1 265 North) 0.0 30.6 30.6 962 I Page Total 1 6,434 Internal Gain Btu/hr Occupants �-14 X OccuPants X 230 Btuh/oCc. = 920 X Dwelling Units X 1,6001 Watts/sgft = 1,60 Infiltration: 1.064 x 1.24 x 188.12 x = 9,9341 Air Sensible CFM ELA Z�'T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 45482 Latent Gain Btu/hr Occupants F----41 X Occupants X 200 Btuh/oCC. = 800 Infiltration: 4 771 x 1.24 x 188.12 x 0.00010 = 107 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 907 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:23 of 25 RESIDENTIAL ROOM COOLING LOAD SUMMARY ro)ect Title Date ideaway Residence 2/8/2006 Room Information Desi n Conditions Room Name: Living Outdoor Dry Bulb Temperature:; 720F Floor Area: 2,969 sf Outdoor Web Bulb Temperature: 1120F Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F 0 ue burraces Orientation Area U -Factor CLTD 1 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Iii (rage I oial Orientation Btu/hr x X X X x x x x x x x x x + + + + + + + + + + + = X X X X x x x x X x x Page GLF x (Northeast) x 27.7 = 42.2 Northeast x 30.6 x 46.6 = 150.0 30.6 x 42.1 x 40.0 - OX 42.1 x 20.0 x 0.0 = (Southeast) 20.0 x O.D x = x x = x x = x x = x x = x x = x x = Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Iii (rage I oial Orientation Btu/hr Shaded Area X X X x x x x x x x x GLF + + + + + + + + + + + Unshaded Area X X X X x x x x X x x Page GLF = = = = = = = = = = = (Northeast) 0.0 27.7 36. 42.2 Northeast 0.0 30.6 24.0 46.6 (Southeast) 150.0 30.6 160.0 42.1 Southeast 40.0 30.6 OX 42.1 (Southeast) 20.0 27.7 0.0 38.1 (Southeast) 20.0 27.7 O.D 38.1 Total Btu/hr 0 Btu/hr Internal Gain Btu/hr Occupants P F�i X Occupants X 230 Btuh/OCC. = P 920 E uipment X Dwelling Units X 1,6001 Watts/sqft = 1,600 Infiltration: 1.064 X 1.24 X 188.12 X 40 = 9.9341 Air Sensible CFM ELA DT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 45,482 Latent Gain Btu/hr Occu ants 14 X Occupants x 200 Btuh/occ. = 800 Infiltration: 4 771 x 1.24 x 188.12 x 0.00010 = 107 Air Latent CFM ELA pW 40 TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 907 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page: 24 of 25 RESIDENTIAL ROOM COOLING LOAD SUMMARY Wl oject Title Date ideawav Residence 2/8/2006 Room Information Desi n Conditions U -Factor Room Name: 2nd Floor Outdoor Dry Bulb Temperature: 720F Floor Area: 522 sf Outdoor Web Bulb Temperature: 1120F Indoor Dry Bulb Temperature: 72OFOutdoor Daily Range: 340F • Opaque Surfaces R-19 Between Floors R-38 Roof R.38.2x14.16 R-21 Wall W.21.2x6.16 R-21 Wall W.21.2x6.16 R-21 Wall W.21.2x6.16 R-21 Wall W.21.2x6.16 Orientation Area X X X X X X x X X x X x U -Factor X X X X X X x x X X X X CLTD 1 = = = = = = = = = = 522.0 0.0860 19.0 522.0 0.0201 56.0 201.0 0.0690 31.0 150.0 0.0690 30.2 214.0 0.0690 29.0 213.8 0.0690 31.0 38.1 (Northwest) 0.0 30.6 48.0 46.6 (Northwest) 0.0 27.7 18.0 42.2 Northwest 0.0 27.7 18.) 42.2 (Northeast) 0.0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration 24 -age I otal Orientation Shaded Area X X X x X x x x x X:::::::] X GLF + + + + + + + + + + + Unshaded Area x x x x X x x x x x X Page GLF = = = = = = = _ = = (Southwest) 0.0 27.7 8.6 38.1 Southwest 0.0 27.7 8.0 38.1 (Southwest) 0.0 27.7 8.0 38.1 (Northwest) 0.0 30.6 48.0 46.6 (Northwest) 0.0 27.7 18.0 42.2 Northwest 0.0 27.7 18.) 42.2 (Northeast) 0.0 27.7 20..) 42.2 (Southeast) 0.0 27.7 8B 38.1 (Southeast) 0.0 27.7 25 38. Total Btu/hr 853 587 430 313 428 457 3 068 Btu/hr Internal Gain Btu/hr Occupants F�i x Occupants X 230 Btuh/oCC. = 920 P P Equipment X Dwelling Units x 1,600] Watts/sgft = 1,600' Infiltration: 1.064 x 1.24 x 33.07 x �� = 1747 Air Sensible CFM ELA �T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,2761 Latent Gain Btu/hr Occupants x Occupants x 200 Btuh/oCC. = 800 Infiltration: 4 771 x 1.24 x 33.07 x 0.00010 = 19 Air Latent CFM ELA pW 10 TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 819 EnergyPro 4.0 by EnergySoft User Number: 5862 Job Number: Page:25 of 25 45175 Panorama Dr., Suite "E" Telephore (760) 340-5597 Palm Desert, CA 92260 Fox (760) 340-1121 August 17, 2006 City of La Quinta 78-495 Calle Tampico La Quinta, CA. 92253 Attn: Building Official/Building Inspector RE: 52-730 Via Dona, Jacobsen residence — Lot 5D Hideaway I have performed a Framing Ispection on this project and found it to be in compliance with the approved permitted plans, I have also reviewed and approved all differences between the plans and as -built. Sincerely, Essi Shahandeh, P.E. N0.47834 ,! Exp.12-_—_:?L -5-2-73() M`A '/L�a" WEDDLE SURVEYING MAPPING, INC. Boundary • Construction • Topographic • Aerial Surveys • ALTA Surveys • GPS • Consulting April 14, 2006 Mr. Timothy R. Jonasson Public Works Director / City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 Re: Pad/Form Grade Verification City of La Quinta Lot 5D Lot 5 Tract No. 29894-4 Via Dona HIDEAWAY Dear Mr. Jonasson: We have performed a field survey to determine the vertical location of the building pad and form for the above referenced project. The elevation's observed are as follows: PAD (DESIGN) PAD (AS -BUILT) 1010.3 1010.3 FORM (DESIGN) FORM (AS -BUILT) 1010.80 1010.80 These field observations are in substantial conformance with the precise grading plan prepared by ESSI SHAHANDEH, CIVIL ENGINEER, dated 11/19/05 and the building horizontal location substantially conforms to the required setbacks and site layout as shown on the approved site plan. Sincerely, WEDDLE SURVEYING MAPPING, INC. VV Svc` �WE��� y�9 0.11 David L. Weddle President oeXP 091301 Q L.S. 5570, Exp 9/30/05. �OFc� P.O. Box 10418 • Palm Desert, CA 92255-0418 73-960 Hwy. 111, Ste. 6 • Palm Desert, CA 92260 • 760.346.37.48 E -Mail: WedSury@aol.com • Fax 760.346.3749 's 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 October 25, 2005 David CoFrances, Architect 71-173 N. Thunderbird Terrace Rancho Mirage, California 92270 Project: 52-730 Via Dona Hideaway — Lot 50 La Quinta, California Subject: Geotechnical Update Project No. 544-5831 05-10-1024 Ref: Geotechnical Engineering Report prepared by Earth Systems Consultants dated September 01, 2000, File No. 07117-10, Report No. 00-09-772. Report of Testing and Observation During Rough Grading prepared by Earth Systems Southwest dated August 28, 2002, File No. 07117-11, Report No. 01-07-713. Geotechnical Update prepared by Sladden Engineering dated February 25., 2003, 'Project No. 544-2199, Report No. 03-02-106. Report of Observations and Testing During Fine Grading prepared by Sladden Engineering dated August 13; 2003, Project No. 544-2199, Report No. 03-)4-225. As requested, we have reviewed the above referenced ge6technical reports as they relate to the design and construction of the proposed single family residence. The project site is identified as Lot 50 and is located along Via Dona within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood frame structure supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included overexcavation of the native surface soils along with the placement of engineered fill material to construct the building pads. The regrading included processing, the surface soils along with minor cuts and fills .o construct the individual building pads. Some additional overexcavation was performed in areas where the building envelopes were reconfigured. The site grading is summarized in the re=erenced Report of Observations and Testing During Rough Grading along with the compaction test results. <_s October 25, 2005 -2- Project No. 544-5831 05-10-1024 The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report remain applicable for the design and construction of the proposed residential structure foundations. Because the lot has been previously rough graded, the remedial grading required at this time should be minimal. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should .be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. An allowable increase of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if .desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. Pertinent 1997 UBC Seismic Design parameters are summarized on the attached data sheet. If you have questions .regarding this letter or, the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEEI Brett L. Anderson Principal Engineer SER/pc 01 AIVO_, ® No. c2 45389 M M civil. Cil Copies: 4/David CoFrances, Architect $1adden Engineering i October 25, 2005 -3- Project No. 544-5831 05-10-1024 1997 UNIFORM BUILDING CODE INFORMATION The International Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section it Chapter 16. Concepts contained in the code that will be relevant to construction of the proposed structure are summarized below. Ground shaking is expected 'to be the primary hazard most likely to affect the si-e, based upon proximity to significant faults capable of generating large earthquakes. Maj Dr fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 9.8 km E. San Jacinto 26 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional --oefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sdadden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, N� Ca C� San Andreas 1.01 1.22 0.44 Na 0.64 N� San Jacinto 1.0 1.0 0.44 Na 0.64 N� Sdadden Engineering ib (D] 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 October .25, 2005 David CoFrances, Architect 71-173 N. Thunderbird Terrace Rancho Mirage, California 92270 Project: 52-730 Via Dona Hideaway — Lot 50 La Quinta, California Subject: Geotechnical Update Project No. 544-5831 05-10-1024 CITY OF LA QU INITA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT E-;iC 'L BY ✓2P— Uy �[C Cary Ref: Geotechnical Engineering Report prepared by Earth Systems Consultants dated September 01, 2000, File No. 07117-10, Report No. 00-09-772. Report of Testing and Observation During Rough Grading prepared by Earth Systems Southwest dated August 28, 2002, File No. 07117-11, Report No. 01-07-718. Geotechnical Update prepared by Sladden Engineering dated February 25, 2003, Project No. 544-2199, Report No. 03-02-106. Report of Observations and Testing During Fine Grading prepared by Sladden Engineering dated August 13, 2003, Project No. 544-2199, Report No. 03-04-225. As requested, we have reviewed the above referenced geotechnical reports as tl-ey relate to the design and construction of the proposed single family residence. The project sitE is identified as Lot 50 and is located along Via Dona within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence wil_ be a relatively lightweight wood frame structure supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included overexcavation of the natve surface soils along with the placement of engineered fill material to construct the buildfing pads. The regrading included processing the surface soils along with minor cuts and fills to construct the individual building pads. Some additional overexcavation was performed in areas where the building envelopes were reconfigured. The site grading is summarized in the referenced Report of Observations and Testing During Rough Grading along with the compaction test results. NOV 2 1 2005 CHECK SET 4. October 25, 2005 -2- Project No. 544-5831 05-10-1024 The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report remain applicable for the design and construction of the proposed residential structure foundations. Because the lot has been previously rough graded, the remedial grading requirEd at this time should be minimal. The building area should be cleared of surface vegetation. scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. A_-Zy fill material should be .placed in thin lifts at near optimum moisture content and compactec. to at least 90 percent relative compaction. The allowable bearing pressures recommended in the grading report prepared by. Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolatepad footings should be at least + ��r ontinuous footings and isolated pad footings ould be des_gned utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. An allowable increase of 300 psf for each additional 1 foot of width and 300_2sf for each additional 6 inches o: depth may be utilized if desired. The maximum allowable bearing pressure should be :000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. The bearing soils are non -expansive and fall within the "very low" expansion category in accordance with Uniform Building Code (UBC) classification criteria. erttnent 1997 UBC Seismic Design parameters are summarized on the attached data sheet. If you .have questions regarding- this letter or the _ referenced report, please contact the: undersigned. Respectfully submitted, SLADDEN ENGINEERIN Brett L. Anderson Principal Engineer SER/pc 00r, AN iso G) No. C 45389 Z z M M � z1- ��' CIVIC \� CAt.1FC� Copies: 4/David CoFrances, Architect Slaiiden Engineering October 25, 2005 -3- Project No. 544-5831 05-10-1024 1997 UNIFORM BUILDING CODE INFORMATION The International Conference of Building Officials 1997 Uniform Building Code contains 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 structure are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the s-te, based upon proximity -to significant faults capable of generating large earthquakes. Ma -or fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 9.8 km A San Jacinto 26 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff or dense Eoil. The site is located within UBC Seismic Zone 4. The following table presents additional=oefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1 a97 code. SladJen Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, N. Factor, N� C. C,. San Andreas 1.01 1.22 0.44 N. 0.64 N� San Jacinto 1.0 1.0 1 0.44 N. 0.64 N� SladJen Engineering