The URL can be used to link to this page

07-3057 (SFD)P.O. BOX 1504 4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00003057 Owner: Property Address: 53461 VIA PISA THOMAS & MICHELE S APN: 772-530-043- - - 53-461 VIA PISA Application description: DWELLING - SINGLE FAMILY DETACHED LA QUINTA, CA 9225 Property Zoning: LOW DENSITY RESIDENTIAL " Application valuation: 470362 Applicant: Architect or Engineer: HILLIARD, RICHARll--Q. /' F 76280 VIA CHIANTI 00INDIAN WELLS, CA 92210 (760)399-0365 Lic. No.: 493470 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 Professionals Code, and my License is in full force and effect. License Class: B-1227-053 License No.: 493470 n Date: 7 ®� Contractor: e OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves whereon, 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-bUllder will have the burden of proving that he or she did not build or improve for the purpose of sale.l. - (_ 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 contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date Owner: f - 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.). j Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/06/08 U 0i Z `�� 4,UL _ 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. 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 EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to�the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall oath .th tiomply ith those provisions. Date: ��/� Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. 1 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 taws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspfctio purposes. Date: "coaJ f "� Signature (Applicant or Agent): Application Number . . . . . 07-00003057 Structure Information 5,523SF DWELLING/V-NR/RES-3/CLASS A -FR Other struct info . . . . . CODE EDITION 2001/2004/2005 # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 399.00 PATIO SQ FTG •959.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 4472.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 1051.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1938.00 Plan Check Fee 1259.70 Issue Date . . . . Valuation . . . . 470360 Expiration Date 9/02/08 Qty Unit Charge Per Extension BASE FEE 639.50 371.00 3.5000 ------------------------------ THOU BLDG 100,001-500,000 --------------------------------------------- 1298.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 231.29 Plan Check Fee 57.82 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/02/08 Qty Unit Charge Per' Extension BASE FEE 15.00 5523.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 193.31 399.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 7.98 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 9/02/08 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . . LQPERMIT Application Number . . . . . Permit . . . . . . MECHANICAL Permit Fee . . . . 254:00 Issue Date . . . . Expiration Date . 9/02/08 07-00003057 Plan Check Fee . . 63.50 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 4.00 11.0000 EA MECH FURNACE >100K 44.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 ' 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 3.00 .16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 11.00 6.5000 EA MECH VENT FAN 71.50 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 304.50 Plan Check Fee 76.13 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/02/08 Qty Unit Charge Per Extension BASE FEE 15.00 37.00 6.0000 EA PLB FIXTURE 222.00 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 5,523SF DWELLING/V-NR/RES-3/CLASS A -FR THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA, OR DRIVEWAY APPROACH. 2001 CBC, CPC, CMC, 2004 CEC, 2005 ENERGY. February 14, 2008 8:56:48 AM AORTEGA ----------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 675.90 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 125.97 DIF FIRE PROTECTION -.RES 140.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 LQPERMIT Application Number . . . . . 07-00003057 -------------------------------------------------------------------7-------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES 47.03 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 2742.79 ------------------------------ .00 .00 2742.79 Plan Check Total 1457.15 250.00 .00 1207.15 Other Fee Total. 5338.90 .00 .00 5338.90 Grand Total 9538.84 250.00 .00 9288.84 LQPERAI IT P.O. BOX 1504 Building q�) `1�'G `,/ A �j/A 78-495 CALLE TAMPICO Address 'c LA QUINTA, CALIFORNIA 92253 Address d MCkG % L&V City Zip Tel. G!C . 90 7'7d 1 = (A C 'I Zip & Classif. Lic. # Arch., Engr., Designer &dd5j:7, City Zip State 'PX.L1A htt�t=�T_C 40�Y� Lic. LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of gyuLfi� of the usi�an fessions Co�iand my license is in full force and effect. �f�� G7 SIGNAL^ DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 1, 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.) 01 am exempt under Sec. B. & P.C. for this reason WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employany person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinancesand 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 07- �� APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description Sq. Ft. Size No. No. Dw. Stories Units New Add ❑ Alta ❑ Repair ❑ Demolition ❑ SINS c CAS MA, ID Estimated Valu n CIO PERMIT �--^ �ac:�ks AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure p 0A avkl WWI ut<� C TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by:_ Validation: YELLOW = APPLICANT INSPECTO Date Permit PINX = FINANCE 4 P Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK#: IMTIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Residence is at the Hideaway, Dzte: March 6, 2008 Owner's Name: Tom & Michele Schmalzried PLone No. Project Address: 53-461 Via Pisa La Quinta, CA Project Description: New SF Dwelling APN: 772-530-043 Tract #: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 5,523 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: 3-5-08 Signature: I k%_1 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 Existiig Not Subject to Fee 65995 Approval Prior to 1/1/87 Requirement 5,523 $3.48 $19,220.04 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Q Certificate issued by: Elvira Mattson, Secretary III 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 5'0 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days :tarts 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 nct 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. MV:c/mydocs/devfees/certificate of compliance form tablesTO USE.doc 1/16/03 T FROM SCHMALZRIED FAX NO. 310 544 9937 Jan. 31 2008 06:20PM P1 ` DOC # 2006--0003946 NEW CENTURY TITLE COMPANY 01/04/2006 08:00A Fee:13.00 Page 1 of 3 Doc T Tax Paid Recorded in Official Records PLEASE COMPLETE THIS INFORMATION County of Riverside Larry W. Ward RECOROMG REQUESTED BY: Assessor, County Clerk & Recorder f 111111 1111111 IIII 111111 II 1111111111111 III !1111 IIII IIII AND WHEN RIrCORq O MAIL TO' AAs f? 7�Ca fza,-0 — l,l� l ls,C g0777 /I `Z7 Title of Document T.Hfl. A A F 0 R DE..i"OR`�EM 0 9 E% `NL THIS PAGE A002D TO PROVIDE= ADEQUATE SPACE FOR RECORDING INFORMATION ($3:00 Additional Recording Fee Applies) ACR 238P-AS4RE0 (Rev. 02/2003) FROM SCHMALZRIED RECORDING REQUESTED BY: New Century Title Company - Riverside Title ORDER No.: 2357295 ESCROW NO.: 33051365-SVO AND WHEN RECORDED MAIL TO: Thomas P. Schmalzried Michele Schmalzried 8 Morgan Lane Rolling Hills, CA 90274-5045 "7 y '? — f q'0 -00 620-f60 FAX NO. : 310 544 9937 Jan. 31 2008 06:21PM P2 GRANT DEED (SPACE THIS LINE 15 FUK THE UNDERSIGNED GRANTOR(S)- DECLARES) that documentary transfer tax is $1,045.00 (County) $.00 (City) X-)...co+iiputed on full value of property -conveyed, or ( ) computed on full valueless liens or encumbrances remaining at time of sale ( X ) City of La Quinta USE) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Debora F. Embody, a single woman, and Elizabeth A. Stavrinides, a single woman, as joint tenants hereby GRANT(S) to Thomas Schmalzried and Michele Schmalzried , Trustees of the Schmalzried Family 1997 Trust U/D/T dated January 8, 1997 the following described real property In the City of La Quetta, County of Riverside, State of California: Please see attached Exhibit "A" Dated: November 7, 2005 STATE OF CALrr-OB IIA COUNTY OF RNs irk o On ,{;"T S before me Personally appeared Personal) known to me (or proved to me on the basis of satisfactory evidence) to be tate person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capaaty(ies), and that by his/her/their signature(s) on the Instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument WITNESS my hand and official wil. SignatureI Debora F. Embody A. �rY�S. VqN OOSTING ul HoAUiss�saa MrC Thi (This area for off elaf notary seal) Grant Deed —Individual (290) 10-04 MAIL TAX STATEMENTS AS DIRECTED ABOVE FROM SCHMALZRIED FAX NO. : 310 544 9937 Jan. 31 2008 06:21PM P3 EXHIBIT "A" PARCEL 1: LOT 278 OF AMENDED TRACT NO. 29894-2, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 327, PAGES 56 THROUGH 88, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, EXCEPTING THEREFROM ALL WATER, MINERALS, OIL, GAS, PETROLEUM, OTHER HYDROCARBON SUBSTANCES AND ALL GEOTHERMAL ENERGY SOURCES IN OR UNDER SAID LAND OR WHICH MAY BE PRODUCED FROM SAID LAND. PARCEL 2: NON-EXCLUSIVE EASEMENTS FOR ACCESS, INGRESS, EGRESS, DRAINAGE, MAINTENANCE, REPAIRS AND FOR OTHER PURPOSES, ALL AS DESCRIBED IN THE DECLARATION. Page 1 July 10, 2007 Dr. and Mrs. Tom Schmalzried 8 Morgan Lane Rolling Hills, CA 90274 RE: Schmalzried/Schematic Design Submittal Lot 278 at 53461 Via Pisa Dear Dr. and Mrs. Schmalzried, The Hideaway Design Review Committee met to discuss your Schematic Submittal for Lot 278. The project was approved to move forward to the Preliminary Design Review level. Please address the following comments with your next submittal of plans: 1. On the North elevation, the gable roof at the recessed element, Bathroom No. 2, should have a 2 foot change in height. 2. Please clarify the window recess detail at I -car garage and Gdsita living. 3. The 2nd floor roofed area is below the maximum 25% of the first floor allowed, it is in compliance with the Hideaway roof area requirement. 4. Please verify that the 6 foot high garden wall are permitted within the front setback, or have them reduced in size. Standard Notes: A mailbox design and location should be indicated on the plans in the event that the USPS approves door-to-door mail delivery in the future. Some Specific Plan information, which is on file with the City of La Quinta, is available uia email. Any deviation from the Design Guidelines must be submitted with a request for Variance. If a design element is not presented as a Variance request and the committee inadvertently overlooks it during the review process it will be the design team's responsibility to make modifications at a later date if requested by the Design Review Committee. All setback lines should be verified with the Lot Diagram by the Civil Engineer. Please contact Mindy Gutierrez at (760) 393-5211 with any questions. We look forward to receiving your Preliminary Design for review. Sincerely, Hideaway Design Review Committee M William Johnson, DRC File CITY OF LA QUINTA PLAN CHECK CORRECTION LIST Holden & Johnson Architects 44-267 Monterey Avenue, Suite A Palm Desert, CA 92260 (949) 768-7244 PLAN CHECK NO. 07-3057 ADDRESS 53-461 Via Pisa SCOPE OF WORK NSFR February 7, 2008 SECOND CHECK/FINAL (Structural) OCCUPANCY R -3/U-1 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 in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTA and 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: Perry astopoulos, PE VCA CODE GROUP 2200 W. Orangewood Avenue, Suite 155 w _._ Orange, CA 92868 (714) 363-4700 1 VCA File No. LQ -20521.A rl U Bin # W v�057 City of La Quinta,` Building 8Z Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Buildin Permit Application and Tracking Sheet Permit Permit # - ' Project Address: 5-3- (p f V f A P i Sq Owner's Name: Sc HMA LZ R I G -b A. P. Number: Address: 114 OR6 AN 64 V E Legal Description: Contractor: A (C K H( LL/ A R D City, ST, Zip: RO i L / AJ 6 f4 1 LLS ICA 902.74 Telephone:, Address: -76-MO V1h CH/AA/7-1 Project Description: City, ST, Zip: u D/ 441 WE G LS CA 527 10 073097 Telephone: 760 - 3W - 0 36 S ' State Lic. # 74? City Lic. #: PEEPF4J POp %l V6 A baAcG-wr Arch., Engr., Designer: HO PC N J v H V 5VA) To poet— Address: 14 . 26 7 /40,V Tr R o. E City, ST, Zip: ref IAl AOe>QT Telephone: State Lic. #: Name of Contact Person: R f CK f -f Li- / A R D Construction Type: Occupancy: :5 F P— Project type (circle one): New Add'nIter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 76 0 -M 9 ' 3 6 S- Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Ir 3 Item Amount Structural Calcs. Reviewed, ready f corrections lG Plan Check Deposit Truss Calcs. Called Contact Person �f Plan Check Balance Energy Calcs. Plans picked up 1p/ON Construction Flood plain plan Plans resubmitted / Mechanical Grading plan 2°" Review, ready for correctio srssue 4 Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I:P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 613 VCA- o url� c 4 le g . RF C- "0 NIS IPtAstftr9 /' �,'�' 64 -,:3m gFe-, . A/ sA' CITY OF LA QUINTA PLAN CHECK CORRECTION LIST July 30, 2008 PLAN CHECK NO.: 08-980 (Revision) SECOND CHECK/ APPROVED ADDRESS: 53-461 Via Pisa OCCUPANCY: R -3/U SCOPE OF WORK: Deepen Footing TYPE -OF -CONST.: V -B ADDITIONAL PLAN CHECK FEE: 4 Hours total The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our professional opinion the plans are in substantial conformance with the building codes and regulations adopted by the CITY OF LA QUINTA and 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: Lam Nguyen, P.E. VCA CODE GROUP 2200 W Orangewood Ave, Ste 155 Orange, CA 92868 (714) 363-4700 ext. 1 VCA File No. LQ -20521 R CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 11/17/2006 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: 2-/Z0100 Developer: RleHARD H/lL/AR.b 60. 39q- 34 S Tract No.: 29889-2 Tract Name: 7He HIDEAWAY Lot No.(s): Address(s): 53— 46 V//} PISA GA QVINTA . —27.1 CA 92253 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: CUSTOM HOMES: PROVIDE ITEMS #2, #3 #4 AND #5 BELOW ❖ TRACT HOMES: PROVIDE ITEMS #1 #2 #3, #4 (AS APPLICABLEI AND #6 BELOW COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3 AND #5 BELOW WALLS: PROVIDE ITEMS #7 BELOW RECEn/ED ❖ SIGNS: PROVIDE ITEMS #8 BELOW MAR 3 2008 Devel 1. Attach Pad Elevation Certificates in compliance with the approved design elevate - r 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. n Attach geotechnical certification of grading plan compliance. - refer +0 e.6. (Y) 1 �� Attach recorded final map showing proposed building locations are legal lots. Attach a completed < 1 acre per lot or infill project Fugitive Dust Control project information form, PM 10 plan & agreement or provide alternative & valid City approved PM 10 plan set reference number or hard copy plan. PM 10 plans for commercial & residential developments (beyond 1 lot) �are submitted separately with grading plans & are subject to additional requirements. . Attach an approved precise grading plan for the building location(s). AO flood zone developments will require an approved flood plain development plan. 6. Attach an approved rough grading plan for the building location(s). 7. Attach wall plan & related approved grading plan. 8. Attach sign layout/plan & related precise grading/landscape plan. I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of th proposed buildings/structureE/walls/signs on the subject lot(s). Pursuant to s, thabove pro' ct may be released for buildinc permit issuance. Recommended by: Dated: 5z Vog Public Works Distribution: (,reen Sheet to Building & Safety counter (_) Green Sheet to Community Development Declined for approval for reason(s) as follow(s), please correct and resubmit: 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 Contractor: Project Phase W H k Rb H I U/ A Rb Project Phase (Check One): Project Name: -rHE H / PEA WA Y INA Construction Project Tract Number: ?..RACT 28894 "z ❑ Demolition Lot Number(s): GOT 270 PN -7 7 7_ / '%0- OD 3- 8 Anticipated Start Date: Project Street Address: 5-3-4(151 �f/A P/ SA Anticipated Completion: Total acres in active construction (< 1 acre per Lot): A Q V I Ill T -A , CA 9z2 -s3 Project Contact Please Note: Dust control is required 24 hours a day, 7 days a week, Information regardless of construction status. Person listed below is responsible for dust control during business and non- business hours. Name: -R-LC )-I ILL /ARD Title: ONT /ZAC-7-0R2 Company Name: Mailing Address: 76 - 2$0 V/A C I f} NT► City: /WD(AA) WCLLS State: Zip Code: ZZ) O Primary Telephone Number: Trod - 399- 0 3 b S Fax: 7 foo • 200 - 3047 24 Hour Access/Emergency 5A -A Phone: Cell Phone: S A PM 10 Certificate Number: 0%- 02-�} ❖ Expanded PM10 plans for commercial and residential developments > 1 acre are required by the City of La Quinta. PM 10 (< 1 acre per Lot or Infill Proiect) Fugitive Dust Control Plan Page 2 of 3 Plan updated & effective 8/25/2005 This plan shall take into account applicable SCAQMD Rule 403 regulations. Training may be obtained by contacting SCAQMD (Sharon Zamora - Phone: (909) 396-2183). This plan shall consist of the following action items: ❖ WATERING: Continuous watering is required to prevent dust and must occur a minimum of 4 times daily. Water shall be applied to dry soils to stop: • Visible dust emissions over 20% opacity • Visible dust emissions that travel over 100 feet. • Water source % hch water meter at front (south) side of pad. ❖ EDUCATION: Responsible Dust Control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM 10 certificate number prior to construction activity. ❖ WEATHER MONITORING: Wind predictions shall be monitored. •:• SIGNAGE: Use Coachella Valley Fugitive Dust Control Plan Handbook Construction Site Signage Guidelines. ❖ TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering or sprinklers. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. (15 mph maximum traffic speed). ❖ PARKING: Parking is not allowed on the pad. All vehicles must park on street (at designated areas only). ❖ TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works Inspector. (No dirt on public or private roads). Track out shall be cleaned up within one hour of incident. ❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. FENCING: Provide PM 10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM 10 fencing during the construction phase. ❖ EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. ❖ EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall be applied during excavation or grading operations also. DUMP TRUCKS: Open top dump trucks to be wet down, moist and tarped prior to leaving site. ❖ INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. 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 their 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 representative of the City/County to enter upon the above mentioned property for inspection and/or abatement 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. Signature of Property Owner or Authorized Representative Printed Name CON FAA CTOP- Title Company 212008 Date South (oast Air Quality Management District acknowledges by this Rick Hilliard successfully completed COACHEA LLA VALLEYFUGITI-VEADUST CONTROL CLASS Date Issued: February 15, 2007 (Expires 2_yersfro,,., date of issuance) Training Officer Trainer Engineering and Compliance R�cK .329-a3�s CITY OF LA QUINTA'SUB-CONTRACTOR LIST JOB ADDRESS 534+1 V A f f eA PERMIT NUMBER [T73©57 OWNER 5C PfMA L -z R I t= - BUILDER This form shall be posted on the iob with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance r%f haailriinn narmit Fnr aarh annlirahla traria_ all infnrmatinn renuested below must be completed by aDDlicant. "On File" is not an acceptable response. •y rte• -rr• - -- ---.------ ---- - ---- :..::.::: State:.Contractor s License :::::..::::::-.::::; ;:; - :.. ::.: . ..:.:.:.:..:.:..::::...:::. ^'.> Workers.C.om ensation;Irisurance:°`.:`: :: ,':;:.: City'Busriess License>>• Trade / Classificatio'n' Contractor .: Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name, (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp.. Date (x/x/xx/xx) EARTHWORK (C-121 :.; i ' S Ec��f PIKEII%T �- Z b+237+ ��{ 08 IST I^T � X229- 2- C70 ��T f p� 5Z0,24/30 OD CONCRETE (C-8) `-' .. —rID LvELL C. 8 -7 3 10o� l'3//O�% �l A 1 CW 3709670+ 3 �! 08 Z.7$ FRAMING'IC-5) •:�:' �� L� �Co C� VZo'702 6�3� o�j p-U�Lo�S r-C2J Vg4Z47�33A 3%Il o� '734 3 STRUCT'.:STEEL. IG -51) P 5. i.-P)Ve S % 2(05$ �� (�j�J �. �. T 5f9,00005(e4 -07 (O/1 G8 59S I 51511,08 MASONRY (C-29)81: C1S(0iu C 2q 4-72-0,f3- +/W/0 7 A V S 0 10 K R M 12D0/7$7 P7 (0/ /50/00 PLUWING (C-36► PLt)A46(06 C P0VC-&P7:S X 36 46 `? RQ6 NZ0 017 j3R16,H7 60(05 o2q$ 1�/ll�o� X02223 �l3/� LATH; PLASTER (C735) ' - HO L T- C 35 6-70 a 66 5-t311-07 PC L OS 614!'S RM /2caw 5 - 4;// 0e 113,97 5 Eleg DRYWALL (C-9)...-:,. 1<E6 FE AV/ 08 't mg -p 1 C/4 ill {¢ c+2g m06$- OCA f 11109 6-30 S 3%311.01R HyAc. is-Zor ..:<':::.:: SELEe-T C 2.o +�}� 2c�S 8�3liog DEL aS �/ bjK�/19 j2oor�( l0/l�08 Z 286 {Zf/33rlO1�0.9 ELECTRICAL. (C ��} /1,/��". /l� C , (% 3 1V 1 ell 9 �'30 09 5 Ti: 00 g4e7- 2008 1/1 Otf .7 +4-8 t `,gB ROOFING.(C=39);:.:>: `C�L- i9N' b� 775 s} {(�30 t77 HT1 285'' 000 1 >� 6.3 P/1/08 512-0 SHEET.METAL (C-431' 4 {/ f f e r h �► M i f FLOOiRING lC::151:' :..'`: °:' GLAZING .:''.: :'' SP��t1C P l✓ A) F4 yrs C 1 I % 5� I SWC 73:837 3/31/08 '3/3f��% Ir 5T-�T ®6 1 �J 77-2�0% O� O0 ffal+3 % �01�08 ��1s �8 47-7 2-+(v`'� 913a�o13 {0131f INSULATION`:(C-2) .' . ;..: 6 ON C2 5 lO 3S �2. i s /7 111,30101/ iv- TC 2J V 6 %2.2p02S 0 SEWAGE DISP (6-42)' PAINTING (C=33) ': /t'1 O19C-NC, �: 33 R' 1 / �yf91� Gid Dvj�.ANGE EVEN d�PJf7�04-©� Il/a 51-7 12131 f ee CERAMIC TILE (C-54) „(j % CABINETS IC -6) eU90 PE:#4 A) G � �' fl0,96 -OVI,O$ 03 F I PC X06 � e-'(0,74- . 1al3/%9 11 -3-7-3 FENCING (C-13) / EI✓ TLE C 2- &5& 1 Zo 101-31(00 .SEA Pi R 16 H r r,510 SDS1O 111 r 0 ep �ZZ.Q �2Y%©8 LANDSC API NG (C=27) ': ` I 1 (�, �% r (1� I1 11 P POOL (C-53) ' j,6R5eR-- 653 3 ice- w 7737 ff?6 `plc -Ole 37fo 8%3/ ©8 9G719-73 (2 j3( os neriljoo ,- Certificate of Occupancy Iucasvonnrn� C OFBuilding g & 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: 53-461 VIA PISA Use classification: SINGLE FAMILY DWELLING Building Permit No.: 07-3057 Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL Owner of Building: THOMAS & MICHELE SCHMALZRIED Address: 53-461 VIA PISA City, ST, ZIP: LA QUINTA, CA 92253 By: STEVE TRAXEL ^ate Date: JUNE 17, 2009 Building Official POST IN A CONSPICUOUS PLACE • _ TITLE 24 REPORT Title 24 Report for: The Schmalzried Residence Lot #278 - The Hideaway La Quinta, CA 92253 Project Designer: Holden & Johnson Architects 44-267 Monterey Ave. Suite A Palm Desert, CA 92260 (760) 340-1981 Report Prepared By: CJ. McFadden BREEZE AIR CONDITIONING 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 (760) 346-0855 Job Number: Date: 1/28/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance -eport. This program has approval and is authorized 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.corr. EnergyPro 4.4 by EnergySoft Job Number: User Number. 3665 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary Form WS -5R Residential Kitchen Lighting 1 2 3 11 13 EnergyPro 4.4 by EnergySoft Job Number: User Number. 3665 IA- 1 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R The_Sdilnalzded�_ esidenr:P better than Standard: Frame 1.9% 1 /2$[2008 Project Title Wood9B_4. (Percent BUILDING COMPLIES - HERS VERIFICATION Date .Lot_#27_8-T_he_Hjdeaw-ay-La Q.Ui.nta 508 n.o69 Building Type: [XJ Single Family ❑ Addition Project Address 5,523 ft2 1 Building Permit # REEZE_&1g_c_p_ DimoNING Existing Floor Area: Wall_ (760) 346-0855 ft2 _ DocumentationAuthor Building Front Orientation: (E) 90 deg Telephone Plan Check/Date -Enerq Pro. ft2 24_ _0.50.0_ CACltmafe-L_One-1J Natural Gas Field Check/Date Compliance Method 4,649 ft2 Climate Zone Fenestration: TDV Standard Proposed Compliance ft (kBtulsEyJ Design Design Margin 1.00 Space Heating 2.96 6.02 -3.07 Number of Stories: Space Cooling 60.63 56.56 4.06 BUILDING ZONE INFORMATION Fans 8.57 9.11 -0.53 Domestic Hot Water 4.38 3.35 1.02 Hgt. Pumps 0.00 0.00 0.00 _01.8_ Sleeping- Totals 76.53 75.05 1.49 H_V.AC3#2 OPAQUE SURFACES InSiilatinn Art 'Type better than Standard: Frame 1.9% ❑ 1:1 El ❑New ❑New Roof__ Wood9B_4. (Percent BUILDING COMPLIES - HERS VERIFICATION REQUIRED Wood_ 508 n.o69 Building Type: [XJ Single Family ❑ Addition Total Conditioned Floor Area: 5,523 ft2 1 ❑ Multi Family ❑ Existing + Add/Alt Existing Floor Area: Wall_ n/a ft2 Building Front Orientation: (E) 90 deg Raised Floor Area: 0 ft2 24_ _0.50.0_ Fuel Type: Natural Gas Slab on Grade Area: 18.0. 0 069 4,649 ft2 ' Fenestration: Average Ceiling Height: Wind_ 11.4 ft Wall-_ Area: 1,306 ft 2 Avg. U: 0.73 Number of Dwelling Units: 1.00 Wood_ 85_ _0_069 Ratio: 23.7% Avg. SHGC: 0.57 Number of Stories: -77_ _0.06.9 2 Roof 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name _ Floor Area Volume Units Zone Type Type Hgt. Area 180. 0.0.6.9 _HVAC=#_1 Q84 _9,840 _01.8_ Sleeping- OleepingStat_ /a Wood- H_V.AC3#2 2 47 -3_4,622 .0.45 Living I ivinaSlat_ 8 -n/a Wall-Wood- HVAC --#3 7-58 7.580 014_ Sleeping Sleeping, tat 8 n/a .H_V_AC fl4 4 3.906 0..08_ Living l iving, tat 8 _�/a OPAQUE SURFACES InSiilatinn Art 'Type N Status JA IV Reference Location / Comments Frame Area U -Fac. ❑ 1:1 El ❑New ❑New Roof__ Wood9B_4. 0.025_ New 0.9 6 ZONE #2 Wall.__- Wood_ 508 n.o69 Nev 0L -A18 ZONE �#3 New 0.91,6 ZONE #3 0.9=A6 7nNF #3 N.ew 0.9_A6 ZONE #3 New- 0_1,zA1.8 - ZONE #4 Wood_ 1.0.6. 0_0.69 'Wall, Roo.,____ Wood- _1,422 O 025 091,6 70NE #5 Wall_ Wood_ 211. 0_069 Wall_ Wood_ ___244_ n 069_ .Door None_ 24_ _0.50.0_ Wall___ WnorJ_. 18.0. 0 069 Wall- Wood_ __285 _0-OR9 Roof__ Wind_ ----7-5.8- 0.025 Wall-_ Wood_ 4.96_ _0_0&9_ Wood_ 85_ _0_069 'Wall.__._ Wall_ Wood_ -77_ _0.06.9 Roof Wood_4.3_4_ _0025 Wall__ Wood_ 1.32_ _0.1169 Wall__- Wood_ 1.60.0.069 Wall__ Woad- 180. 0.0.6.9 Wall_.._ Wood- _ 50 _0.0.69_ Roof_- Wood- __.351 -0.025 Wall__ Wall__ Wood- Wood_ 1.02_ -0 069_ _ 1.90.-0-09- .06.9WallWood_ Wall-Wood- 20.9 0089 .Wall_ Wod_ 17-6_ --0-0.69 .Roof._- Wood- 523. 0.025_ ' Woad_ A8. -0-069- II_Wall_ Gains Condition Gay. Gont. Azm. Tilt Y / N Status JA IV Reference Location / Comments --R-38 X0.0 _ _345_ 0 _R21 _EZ0.0 180 90 021 _R=Q...O 270 9.0 _R_38_ X0_0_ 345 0 _R21_ _RR0.a x_90 -&21 _R=0_0 qf1_90 -None_ _R_0_0 9.0__90 -R-210`0-0- X0_90 021_13_0...0 _270-90 -R_38_ _R=OJZ 345_ 0 021_8_0.0__0_-90 -8210`0..0_-9f190 021 _R_00_ _270_9.0 0_3.8 R-0..0 _34.5_0 021__R-_0.0__0__90 021_ -3_00 _9D_ 90 -8210`0_0_ I 1 90 _R210t_0_0 _7.0__90 _R=38.0`0.0__3.450 _R -_Z1 --R=0-0--0---9.0. _R21 X0.0 _90_9.0 0210`0.0 x_8.0_90. 021_R-_0_0__2711__90 0_3B_ _R=0..0_ 345 0. 0210`0_0_ _��0 1X X - - X iX X XNew 1X [X [ X [X IN � [R� IXNew [X ❑ 1:1 El ❑New ❑New New fit- ZONE -#1 New 09-A6 ZONE #1 New 09-A6 ZONE #1 New Oi-AtB ZONE #9 New 09-A6 7QNE3#2 New 0.9 6 ZONE #2 New 28-A4 ZONE #9 _ New 0.9=A6 ZONE #9 New. 09--A6 ZONE #2 Nev 0L -A18 ZONE �#3 New 0.91,6 ZONE #3 0.9=A6 7nNF #3 N.ew 0.9_A6 ZONE #3 New- 0_1,zA1.8 - ZONE #4 New _0.9.:A6 ZONE #4 New -0.91,6 ZONE_#4 New _09--A6 ZONE #4 New _091A6 ZONA _01A18 ZONE -#5- ONE-#5-R2tJZ0..0 _091.6 ZONE #5 New 001,6 ZONE New 09A6 ZONE #5 091,6 70NE #5 New 0.1--A18 70NF #6 Naw 09-A6 ZONE #6 _`EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:3 of 13 1 OPAQUE SURFACES Insulation Act. 'Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall_ Waad— _133 (MRP X71 --EL-0-0- —90 —90 Wail_ Whad— 7-4 0"069 _S21 R-0.0 180 AQ ' Wall__ Wood 276 0069 R_21 R-0.0 270 gn 1 1 Gains Condition Y / N Status JA IV Reference Location / Comments n9 -A6 ZONF #6 09 A6 ZONE #6 09-A6 ZONE #6 EnergyPro 4.4 by EnergySoft User Number. 3665 Job Number: Page:4 of 13 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R ' ThP Rchmabried RPSLdenne 1/28/2008 Project Title Date '_La1_#27_8_-�he_Hide_aw.y hq Quinta Project Address Building Permit # AIR CONDITIONING (760) 346-0855 _RRFF7F Documentation Author Telephone PlanCheck/Date rci CAC.limate Zone 1-5 Field Check/Date '_Enemy Compli nce Method Climate Zone TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin 'Space Heating 2.96 6.02 -3.07 Space Cooling 60.63 56.56 4.06 Fans 8.57 9.11 -0.53 Domestic Hot Water 4.38 3.35 1.02 Pumps 0.00 0.00 0.00 Totals 76.53 75.05 1.49 Percent better than Standard: 1.9% ' BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Type: Y Single Family ❑ Addition Total Conditioned Floor Area: 5,523 ft2 ❑ Multi Family ❑ Existing + Add/Alt Existing Floor Area: n/a ft2 Building Front Orientation: (E) 90 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 4,649 ft2 ' Fenestration: Average Ceiling Height: 11.4 ft Area: 1,306 ft2 Avg. U: 0.73 Number of Dwelling Units: 1.00 Ratio: 23.79/6 Avg. SHGC: 0.57 Number of Stories: 2 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area ' HVA_ G_#5 15 --2,808 . HVAC #6 523 4,184 —0..06_ Sleeping _SleepingSSat_ 009 Living Livingatat— 8 —nla _-8 — n a OPAQUE SURFACES Insulation Act. 'Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall_ Waad— _133 (MRP X71 --EL-0-0- —90 —90 Wail_ Whad— 7-4 0"069 _S21 R-0.0 180 AQ ' Wall__ Wood 276 0069 R_21 R-0.0 270 gn 1 1 Gains Condition Y / N Status JA IV Reference Location / Comments n9 -A6 ZONF #6 09 A6 ZONE #6 09-A6 ZONE #6 EnergyPro 4.4 by EnergySoft User Number. 3665 Job Number: Page:4 of 13 11 PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 170 None No Insulation 26-A1 New ZONE #1 Slab Perimeter 300 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R ' None No Insulation None No Insulation 26-A1 26-A1 New New ZONE #3 ZONE #4 The Schmalzried Residence 1/28/2008 Project Title Date ' FENESTRATION SURFACES True Cond. Location/ # Type Area U -Factor' SHGC2 Azm. Tilt Stat. Glazing Type Comments Windaw Left (�)_ 54.4 _0-79 116-- 0.59 11&B 180 -Sin New Default Dbl Mtl Tint(Csm) (R) ZONE #1 '1_ 2 Window Left (S) 16.0 0.790 116-A 0_59 116-6 180 90 New Default Dbl Mtl Tint(Csmt) (Q) ZONE #1 3 Window Left (S) 27.0 0.710 116-A 0_60 116-B 180 90 New Default Dbl Mtl Tint (Fxd) (P) ZONE #1 4 Window Rear (W) 22.5 0.710 116-A 0.60 116-6 270 90 New Default Dbl Mtl Tint (Fxd) (N) ZONE #1 5 Window Rear (W) 54.0 0.770 116-A 0_59 116-B 270 90 New Default Dbl Mtl Tint(SwgGlsDr) (_7, ZONE #1 6 Window Rear (W) 22.5 0.710 116-A 0_60 116-6 270 90 New Default DbI Mtl Tint (Fxd) (0) ZONE #1 L Window Right (N) 1.5 0_710 116-A 0_60 116-8 0 90 New Default Dbl Mtl Tint (Fxd) (1-1) ZONE #2 8 Window Right (N) 13.0 0.710 116-A 0.60 116-B 0 90 New Default Dbl Mtl Tint (Fxd) (J) ZONE #2 B Window Right (N) 24.0 0_710 116-A 0_60 116-B 0 New Default Dbl Mtl Tint (Fxd) (l1) ZONE #2 1Q Window Right (N)- 41.4 0_770.116-A 0_59 _90 116-8 0 90 New Default Dbl Mtl Tint(SwgGlsDr) (9) ZONE #2 1 1.. Window Right (N)_ 24.0 0.710 116-A 0_60 116-B 0 90 New Default Dbl Mtl Tint (Fxd) (T) ZONE #2 12 Window Front (E) 24.0 0.710 116-A 0_60 116-8 90 90 New Default Dbl Mtl Tint (Fxd) (W) ZONE #2 _1.3 -Wifld21N Front (E)- 41.4 0.770,16=A JQM 116-B go -9)Z New Default Dbl Mtl Tint(SwgGlsDr) (3) ZONE #2 14 Window Front ( ) 24.0 0.710 116-A 0_60 116-B 90 90 New Default Dbl Mtl Tint (Fxd) (V) ZONE #2 15 Window Front (E) 60.0 0.770 116-A 0_59 116-B 90 90 New Default Dbl Mtl Tint(SwgGlsDr) (2) ZONE #2 16 Window Front (E) 30.9 0.790 116-A 0_59 116-B 90 90 New Default Dbl Mtl Tint(Csmt) (S) ZONE #2 17 Window Left (S) 24.0 0.770 116-A 0_59 11F -R 180 90 New Default Dbl Mtl Tint(SwgGlsDr) (4) ZONE #2 18 Window Left (S) 18.0 0.710 116-A 0_60 116-B 180 90 New Default Dbl Mtl Tint (Fxd) (L) ZONE #2 19 Window Left (S) 46.5 0_770 116-A 0_59 116-B 180 90 New Default Dbl Mtl Tint(SwgGIs Dr) (6). ZONE #2 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. AND EXTERIOR SHADING Window Overhang Left Fin Right Fin 'INTERIOR # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 7.6 7.3 4.0 0.1 4.0 4.0 2 Bug Screen 0.76 8.0 2.0 4.0 0.1 4.0 4.0 3 Bug Screen 0.76 9.0 3.0 4.0 0.1 4.0 4.0 4 Bug Screen 0.76 9.0 2.6 M 0.1 10.0 -JDQ 5 Bug Screen 0.76 9.0 6.0 10.0 0. 10.0 10.0 6 Bug Screen 0.76 9.0 2.6 10.0 0, 10.0 10.0 Bug Screen 0.76 3.0 0.6 4.0 0.1 4.0 4.0 '7 8 Bug Screen 0.76 6.6 2.0 3.0 0.1 3.0 3.0 9 Bug Screen 0.76 10 Bug Screen 0.76 '11 12 Bug Screen - 0.76 0.76 8.0 3.0 3.0 0.1 3.0 3.0 Bug Screen 13 Bug Screen 0.76 8.0 5.2 8.0 0.1 8.0 8.0 14 Bug Screen 0.76 8.0 3.0 3.0 0.1 3.0 3.0 15 Bug Screen 0.76 10.0 6.0 3.0 0.1 3.0 3.0 6- Bug Screen 0.76 17 Bug Screen 0.76 8.0 3.0 4.0 0.1 4.0 4.0 18 Bug Screen 0.76 9.0 2.0 10.0 0.1 10.0 10.0 19 Bug Screen 0.76 9.0 5.2 10.0 0.1 10.0 10.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ ' Type (sq (in.) Cap. Cond. R -Val. JA IV Reference Status Comments 11 PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 170 None No Insulation 26-A1 New ZONE #1 Slab Perimeter 300 None No Insulation 26-A1 New ZONE #2 Slab Perimeter Slab Perimeter 158 86 None No Insulation None No Insulation 26-A1 26-A1 New New ZONE #3 ZONE #4 Run Initiation Time: 01/28/08 11:42:23 Run Code: 1201542143 EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:5 of 13 t ii 1 fl 11 fl t Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R The Schmalzried Residence 1/28/2008 Project Title Date FENESTRATION SURFACES # Type Area U -Factor" SHGCZ True Cond. Azm. Tilt Stat. Glazing Type 20 Location/ Comments 2.0 W..indnw. . Left (S)_ 18.0 0.710,1E_A_0M 116-8 1J_ -9.0_ New Default Dbl Mtl Tint (Fxd) (M) 7(_NF #2 21 Window Rear (W) 15.8 0.790 116-A 0_59 116-6 270 90 New Default Dbl Mtl Tint(Csmt) (1) ZONE #2 22 Window Rear (W) 76.5 0.790 116-A 0_59 116-B 270 90 New Default Dbl Mtl Tint(Csmt) U ZONE #2 23 Window Rear (W) 120.0 0.450 NFRC 0_36 NFRC 270 90 New Fleetwood (SGD) (10) 0.76 ZONE #2 24 Window Right (N) 16.0 0.790 116-A 0_59 116-B 0 90 New Default Dbl Mtl Tint(Csmt) (F) ZONE #3 25 Window Right (N)_ 18.6 0.770 116-A 0_59 116-B 0 90 New Default Dbl Mtl Tint(SwgGlsDr)15 ZONE #3 26 Window Right___"_ 44.0 0.790 11&A 0.59 116-8 0�9 New Default Dbl Mtl Tint(Csm (E) ZONE #3 27 Window Rear (W) 16.0 0.710 116-A 0_60 116-B 270 90 New Default Dbl Mtl Tint (Fxd) (G) ZONE #3 2$ . Window Rear (M_ 41.4 0.770 116-A 0.59 116-8 270 90 New Default Dbl Mtl Tint(SwgGlsDr) 27 (_5J ZONE #3 29. Window Rear (W)_ . 16.0 0.710 116-A J10 116-8 270 90_ New Default Dbl Mtl Tint (Fxd) (H) ZONE #3 3Q Window Right (N)_ 48.0 0.770 116-A 0_59 116-8 0 90 New Default Dbl Mtl Tint(,SwgGlsDr)_(8) ZONE #4 31 Window Front U 37.5 0.790 116-A 0_59 116-B 90 90 New Default Dbl MU Tint(Csmt) (A) ZONE #4 _32. Window Right__O)_ 30 36.2 0.770 116-A JJU 116-B 0_ -2k New Default Dbl Mtl Tint(,SwaGlsDr) 0.76 (37)ZONE #5 33 Window Right (N) 17.5 0.710 116-A 0_60 116-8 0 90 New Default Dbl Mtl Tint (Fxd) (Y) ZONE #5 34 Window Front (E) 1.9 0.710 116-A 0_60 116-6 90 90 New Default Dbl Mtl Tint (Fxd) (01) ZONE #5 35 Window Front (E) 1.9 0.710 116-A 0_60 116-B 90 90 New Default Dbl Mtl Tint (Fxd) (N1) ZONE #5 36 Window Front (E) 1.9 0.710 116-A 0_60 116-R 90 90 New Default Dbl Mtl Tint (Fxd) (MI) ZONE #5 37 Window Left (S) 3.8 0.710 116-A 0_60 116•B 180 90 New Default Dbl Mtl Tint (Fxd) (11) ZONE #5 3-8 Window Left (B 3.8 0.710 116-A 0.60 116-B 180 90 New Default Dbl Mtl Tint (Fxd) (A) ZONE #5 1. Indicate source either from NFRC or Table 116A. INTERIOR AND EXTERIOR SHADING # Exterior Shade Tv_pe SHGC 2. Indicate source either from NFRC or Table 116B. Window Overhang Left Fin Right Fin Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 20 Bug Screen 0.76 9.0 2.0 10.0 0.1 10.0 10.0 21 Bug Screen 0.76 4.6 3.6 4.0 0.1 4.0 4.0 22 Bug Screen 0.76 8.6 9.0 4.0 0.1 4.0 4.0 23 Bug Screen 0.76 10.012.0 10.0 _Q.1 10.0 10.0 24 Bug Screen 0.76 8.0 2.0 2.0 0.1 2.0 2.0 25 Bug Screen 0.76 _ 26 Bug Screen 0.76 5.6 8.0 2.0 0.1 2.0 2.0 27 Bug Screen 0.76 8.0 2.0 4.0 0.1 4.0 4.0 28 Bug Screen 0.76 8.0 5.2 4.0 0.1 4.0 4.0 29 Bug Screen 0.76 8.0 2.0 4.0 0.1 4.0 4.0 30 Bug Screen 0.76 31 Bug Screen 0.76 _ 6.0 6.3 3.0 0.1 3.0 3.0 32 Bug Screen 0.76 7.0 5.2 7.0 0.1 7.0 7.0 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 3.0 1.3 0.0 0.0 0.0 0.0 38 Bug Screen 0.76 3.0 1.3 0.0 0.0 0.0 0.0 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/ Type Length R -Val. Location JA IV Reference Status Comments 1= EnergyPro 4.4 User Number: 3665 Job Number: of 13 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R The Schmalzried Residence 1/28/2008 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type Area U-Factorl SHGC2 Azm. Tilt Stat. Glazing Type Comments .39. WindowLeft fSa_ 38 _0210 J16 -A. -0,60 ttFa B x.8.0_ -90_ New_Defau1LDbLMtLTinL(Ex4!_(K1a__Z.QNE #5 40 Window Left (S) 3.8 0.710 116-A 0_60 116-B 180 90 New Default Dbl Mtl Tint (Fxd)H( 1) ZONE #5 41. Window Rear (W)_ 3.8 0.710 116-A 0_60 116-B 270 90 New Default Dbl Mtl Tint (Fxd) (G1)_ ZONE #5 42 Window Right (N)_ 22.8 0.790 116-A 0_59 116-B 0 90 New Default Dbl Mtl Tint(Operable) (R1)ONE #6 43 Window Right (N)_ 1.9 0.710 116-A 0_60 116-B 0 90 New Default Dbl Mtl Tint (Fxd) (F1) ZONE #6 44 Window Ri hg t (N)_ 1.9 0.710 116-A 0_60 116-6 0 90 New Default Dbl Mtl Tint (Fxd) (DI) ZONE #6 45. 46 WindQ Window Right (N)_ Front (E) _ 1.9 0.710 116-A -0-6-0 116-8 0 3.8 0.710 116-A 0.60 116-B 90 -9Q New Default Dbl Mtl Tint (Fxd) (E1) 90 New Default Dbl Mtl Tint (Fxd) (Cl) ZONE #6 ZONE #6 47. 4.8. Window Front (E)_ _Wirld9w Front (E�_ _ 17.5 O-JAD jjjl�-A QM 116-8 36.2 0.77 116-A QM 116-B 9Q 90 9Q N -e -w --Default Dbl Mtl Tint (E&d)_(BA)- 90 New Default Dbl Mtl Tint(Sw4GlsDr)38 ZONE #6 _7_oNE #6 49 . Window Front (E) 17.5 0.710 116-A 0_60 116-B 90 90 New Default Dbl Mtl Tint (Fxd) (A1) ZONE #6 50 Window Front U 42.0 0.710 116-A 0_60 116-6 90 90 New Default Dbl Mtl Tint (Exd)JZJ ZONE #6 51 Windo_w._-Ecom-(E)_ 15 9.290.115--9. 0.59 - 16_8 90 _9Q Naves_Defnd-DJ)LMtLTiot(-Qper2ble)-(-11 ZONE #6 52 Window Left (S)_ 29.8 0.790 116-A 0_59 116-6 180 90 New Default Dbl Mtl Tint(Operable) (Q1)ZONE #6 ' 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. AND EXTERIOR SHADING Window Overhang Left Fin Right Fin 'INTERIOR # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 39 Bug Screen - 0.76 3.0 1.3 0.0 0.0 0.0 0.0 40 Bug Screen 0.76 3.0 1.3 0.0 0.0 0.0 0.0 - Bug Screen 0.76 3.0 1.3 _ 0.0 0.0 0.0 0.0 '41 42 Bug Screen 0.76 -- _43 Bug Screen 0.76 44 Bug Screen 0.76 '46 45 Bug Screen 0.76 - Bug Screen 0.76 47 Bug Screen 0.76 48 Bug Screen 0.76 -� 49 Bug Screen 0.76 Bug Screen 0.76 '50 51 Bug Screen 0.76 52 Bug Screen 0.76 3.6 8.6 -_ 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (so (in.) Cap. Cond. R -Val. JA IV Reference Status Comments ' PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments ' - __` EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page:7 of 13 11 Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R The Schmalzried Residence 1/28/2008 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimun- Condition Thermostat Location Twe Eff Tvpe Eff Status TVDe -#1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEEP, New 'HVAC HVAC -#2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEEP. New HVAC -#3 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New HVAC DISTRIBUTION ' Duct Duct Condition Location . Heating Cooling Location R -Value Status HVAC -#1 Ducted Ducted Attic 4.2 New HVAC -#2 Ducted Ducted Attic 4.2 New HVAC -#3 Ducted Ducted Attic 4.2 New Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Setback Setback Setback Ducts Tested? Yes Yes Yes WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. A.O.Smith FGR -75 Large Gas No Pipe Insulation 1 76,000 75 New 0.72 0.00% 0.0 1 1 1 1 1 1 1 1 1 Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP TVDe In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 acid 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individua with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and rXVs, 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) Name: P-Ac*4C) C , Title/Firm: Holden & Johnson Architects Address: 44-267 Monterey Ave. Suite A Palm Desert CA 92260 Tele hon : (7 _ 0 1 1 Lic. #: - s (si ure I (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) Documentation Author Name: CJ McFadden Title/Firm: BREEZE AIR CONDI—IONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA S2211 Telephone: (760) 346-0855 (signature) (date) 1 Duct Duct Condition Ducts Cooling Location R -Value Status Tested? Ducted Ducted Attic 4.2 New Yes Ducted Ducted Attic 4.2 New Yes Ducted Ducted Attic 4.2 New Yes Pipe Pipe Insul. Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Multi -Family Central Water Heating Details Hot Water Pump Control # HP Hot Water Piping Length (tT Add 1/2" In Plenum Outside Buried Insulation 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 -xVs, 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 sions Code) Name: P Title/Firm: Holden & Johnson Architects Address: 44-267 Monterey Ave. Suite A _Palm Desert CA 92260 Tele hone: 76 1 1 Lic. #: Ci _ 1 (sig re) (date) Enforcement Agency Name: Title/Firm: 'Address: Telephone: (signature) (date) Run Initiation Time: 01/28/08 11 EnergyPro 4.4 by EnergySoft User Number. 3665 Documentation Author Name: CJ McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: (760) 346-0855 (signature) date) of 13 Certificate Of Compliance : Residential (Fart 3 of 4) CF -1 R HVAC -#4 HVAC -#5 HVAC #6 Hydronic Piping _The Schmalzried Residence 1/28/2008 Project Title Da -.e HVAC SYSTEMS ' Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC -#4 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEEF. New Setback HVAC -#5 Split Heat Pump 8.00 HSPF Split Heat Pump 13.0 SEEF. New Setback HVAC #6 Split Heat Pump 8.00 HSPF Split Heat Pump 13.0 SEER New Setback 1 Duct Duct Condition Ducts Cooling Location R -Value Status Tested? Ducted Ducted Attic 4.2 New Yes Ducted Ducted Attic 4.2 New Yes Ducted Ducted Attic 4.2 New Yes Pipe Pipe Insul. Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Multi -Family Central Water Heating Details Hot Water Pump Control # HP Hot Water Piping Length (tT Add 1/2" In Plenum Outside Buried Insulation 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 -xVs, 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 sions Code) Name: P Title/Firm: Holden & Johnson Architects Address: 44-267 Monterey Ave. Suite A _Palm Desert CA 92260 Tele hone: 76 1 1 Lic. #: Ci _ 1 (sig re) (date) Enforcement Agency Name: Title/Firm: 'Address: Telephone: (signature) (date) Run Initiation Time: 01/28/08 11 EnergyPro 4.4 by EnergySoft User Number. 3665 Documentation Author Name: CJ McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: (760) 346-0855 (signature) date) of 13 HVAC DISTRIBUTION iLocation HVAC -#4 HVAC -#5 HVAC #6 Hydronic Piping System Name 1 Duct Duct Condition Ducts Cooling Location R -Value Status Tested? Ducted Ducted Attic 4.2 New Yes Ducted Ducted Attic 4.2 New Yes Ducted Ducted Attic 4.2 New Yes Pipe Pipe Insul. Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Multi -Family Central Water Heating Details Hot Water Pump Control # HP Hot Water Piping Length (tT Add 1/2" In Plenum Outside Buried Insulation 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 -xVs, 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 sions Code) Name: P Title/Firm: Holden & Johnson Architects Address: 44-267 Monterey Ave. Suite A _Palm Desert CA 92260 Tele hone: 76 1 1 Lic. #: Ci _ 1 (sig re) (date) Enforcement Agency Name: Title/Firm: 'Address: Telephone: (signature) (date) Run Initiation Time: 01/28/08 11 EnergyPro 4.4 by EnergySoft User Number. 3665 Documentation Author Name: CJ McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: (760) 346-0855 (signature) date) of 13 Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R ' The Schmalzried Residence 1/28/2008 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 reiect a building or design that otherwise complies 1 1 I� )ased on the adequacy of the special justification and documentation submitted. The Roof "R-38 Roof" includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual. The HVAC System "HVAC -#1" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -#2" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "HVAC -#3" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -#4" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "HVAC -#5" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC #6" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. Plan I Field HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field The HVAC System "HVAC -#1" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF - 4R. The HVAC System "HVAC -#1" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System "PSA2BD / PGC1 RA (4 Ton) 13 SEER" includes credit for a 11.6 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System "HVAC -#2" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF - 4R. The HVAC System "HVAC -#2" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System "PSA2BD / PGC1 RA (5 Ton) 13 SEER" includes credit for a 11.6 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System "HVAC -#3" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF - 4R. The HVAC System "HVAC -#3" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System 'PSA2BD / PGC1 RA (3 Ton) 13 SEER" includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System "HVAC -#4" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF - 4R. The HVAC System "HVAC -#4" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System 'PSA2BD / PGC1 RA (2 Ton) 13 SEER" includes credit for a 11.9 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System "HVAC -#5" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF - 4R. The HVAC System "HVAC #6" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4 . EnergyPro 4.4 by EnergySoft User Number. 3665 Job Number. Page: 10 of 13 1 1J 1 11 1 1 Mandatory Measures Summary: Residential (Page 1 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 specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included wit, the permit application documentation. N/A DESIGNER ENFORCE - MENT Building Envelope Measures ❑ ❑ ❑ �§ 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: ❑ ❑ ❑ !§ 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). E] � ®R ❑ 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: ❑ 1z ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑X ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑X ElII 2. No continuous burning gas pilot lights allowed. E] � ®R ❑ § 150(f): 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 permfinch. ❑ 0 ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ ❑ ❑ CF -6R Form: ❑ ®R ❑ § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ 0 ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑X ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ N ❑ Space Conditioning, Water Heating and Plumbing System Measures § 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. ❑ ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ 1z ❑ § 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 ❑ R ❑ 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 ❑ Q ❑ 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 ❑ 0 ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ®R ❑ 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. ❑ 1I ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ I ^I ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.4 by EnergySoft User Number. 3665 Job Number: Page: 11 of 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mandatory Measures Summary: 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 specifications forithe 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 NIA 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, 60b, 604, ❑ ❑x ❑ 605, and Standard 6-5; supply -air and retum-alr ducts and plenums are insulated to a minumum Installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B 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 mecEh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed ❑ 2 ❑ 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 ❑ 2 ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ 2 ❑ 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ 2 ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ 2 ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ ❑ ❑ 7. Flexible ducts cannot have porous inner cores. § 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 ❑ ❑ ❑ 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. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ 2 ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (1): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in T.Ible ❑ 2 ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are elErtric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ 2 ❑ 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 deter -mined ❑ ❑X ❑ in Section 130(c), of permanently installed luminaires In kitchens may be in luminaires that are not high efficacy lu ninalres, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminau-es. § 150(k)3: Permanently Installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy lumina res. ❑ 2 ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled ❑ ❑X ❑ by an occupant sensor that complies with Section 119(d) that does not tum on automatically or have an always o i option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ 2 ❑ 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 tt e ❑ 2 ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119CJ). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 1 W. § 150(k)8: Permanently installed, lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number: Page: 12 of 13 Residential Kitchen Lighting Worksheet WS -5R ' The Schmalzried Residence 1/28/2008 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are 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. F 11 High Efficacy Luminaire Type High Efficacy? Watts Quantity Wats Other Watts 100w Surface Mount Incandescent Yes No X 100.0 x 3 = or 300 Juno - 26 watt Flourescent Downlight Yes X No 26.0 x 11 = 286 or Sylvan 25 watt Undercabinet Flourescent Yes X No 25.0 x 8 = 200 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 Yes No x = or Total A: 486 B: 300 COMPLIES IF A >_ B YES ® NO ❑ EnergyPro 4.4 by EnergySoft User Number: 3665 Job Number. Page: 13 of 13 r Rev: 580000 User: KW -0606115, Ver 5.8.0, t -Dec -2003 (c)l983-2003 ENERCALC Engineering Software Title: SCHMALZRIED RES. Dsgnr: DEL MAR ENGINEERIN(Date Description: FOOTING Scope : Combined Footing Design Description FOOTING AT STEEL COLUMNS (SW #15) 1ST FLR, NOOK Job # 1W196 1 v 8:38AM, 15 MAY 08 Page 1 General Information Factoring of entered loads to ultimate loads within this program is according Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Allow Soil Bearing 2,500.0 psf fc 2,500.0 psi Seismic Zone 4 Fy 60,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0000 Short Term Increase 1.33 Distance to CL of Rebar 3.50 in Overburden 0.00 psf Live & Short Term Load Combined Dimensions Footing Size... Factoring of entered loads to ultimate loads within this program is according Column Support Pedestal Sizes Distance Left 0.50 ft #1 : Square Dimension 0.00 in Dist. Betwn Cols 11.50 ft ...Height 0.00 in Distance Right 3.00 ft #2: Square Dimension 0.00 in Footing Length 15.00 ft ...Height 0.00 in Width 2.75 ft k- W N. co 9887 m Thickness 36.00 in k- 41.000 k - fZ EXP 121311 o �r � Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Vertical Loads... a, Left Column Ca) Right Column Dead Load k k�� Allowable Live Load Short Term Load k k kq k Q40FESS/p Q N Q pM02 Fes, >^ Applied Moments... Max Shear Stress Dead Load k -ft k- W N. co 9887 m Live Load ShortTerm Load k -ft 41.000 k -ft k- 41.000 k - fZ EXP 121311 o �r � Applied Shears... k k S Dead Load k k C1 IL Q lFOF Live Load Short Term Load 4.500 k 4.500 k CALkF%_ Warning: OTM Ratio < 1.5 r-'11 Length = 15.00ft, Width = 2.75ft, Thickness = 36.00in, Dist. Left = 0.50ft, Btwn. = 11.50ft, Dist Right = 3.00ft Maximum Soil Pressure 3,051.64 psf Allowable 3,325.00 psf Steel Req'd @ Left 0.043 in2/ft Max Shear Stress 2.63 psi Steel Req'd @ Center 0.222 in2/ft Allowable 85.00 psi Steel Req'd @ Right 0.109 in2/ft Min. Overturning Stability 1.235:1 Soil Pressures Soil Pressure @ Left Actual Allowable ACI Factored Eccentricity Dead + Live 435.0 2,500.0 psf Eq. C-1 609.0 psf 0.000 ft Dead+Live+Short Term 0.0 3,325.0 psf Eq. C-2 0.0 psf 6.075 ft Soil Pressure @ Right End Eq. C-3 0.0 psf Dead + Live 435.0 2,500.0 psf Eq. C-1 609.0 psf 0.000 ft Dead+Live+Short Term 3,051.6 3,325.0 psf Eq. C-2 4,272.3 psf 6.075 ft Stability Ratio 1.2 :1 Eq. C-3 2,746.5 psf r-'11 W W Title: SCHMALZRIED RES. Job # 1196 - Dsgnr: DEL MAR ENGINEERIN( Date: 8:38AM, 15 MAY 08 Description: FOOTING Slrwk-; (1O Scope : Rev: 580000 - - - Page 2 User: KW -0606115, Ver 5.8.0, 1 -Dec -2003 Combined Footing Design (c)1983-2003 ENERCALC Engineering Software cant columns at nook.ecw:Calwlations Description FOOTING AT STEEL COLUMNS (SW #15) 1ST FLR, NOOK Moment & Shear Summary Between Columns ( values for moment are given per unit width of footing ) Moments... ACI C-1 ACI C-2 ACI C-3 Mu @ Col #1 0.00 k-ft/ft -0.08 k-ft/ft -0.05 k-ft/ft Mu Btwn Cols 0.00 k-ft/ft 24.30 k-11/11 24.26 k-ft/ft Mu @ Col #2 0.00 k-ft/ft 11.99 k-11/11 7.71 k-11/11 One Way Shears... @ Bottom 12.61 psi 0.109 in2/11 @ Bottom Vn : Allow' 0.85 85.000 psi 85.000 psi 85.000 psi Vu @ Col #1 0.000 psi 0.000 psi 0.000 psi Vu Btwn Cols 0.000 psi 0.000 psi 0.000 psi Vu @ Col #2 0.000 psi 2.631 psi 1.691 psi Two Way Shears... 1.700 ACI C-3 Dead Load Factor 0.900 Vn : Allow' 0.85 170.000 psi 170.000 psi 170.000 psi Vu @ Col #1 0.000 psi 1.057 psi 0.680 psi Vu @ Col #2 0.000 psi 1.477 psi 0.949 psi I Reinforcing ( values given per unit width of footing) 1 (a Left Edge of Col #1 Between Columns (aD Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi As Req'd Ru/Phi As Req'd ACI C-1 0.00 psi -0.043 in2/11 @ Top 0.00 psi -0.043 in2/ft @ Top 0.00 psi -0.043 in2/ft @ Top ACI C-2 0.08 psi -0.043 in2/ft @ Top 25.57 psi 0.222 in2/ft @ Bottom 12.61 psi 0.109 in2/11 @ Bottom ACI C-3 0.05 psi -0.043 in2/ft @ Top 25.52 psi 0.222 in2/ft @ Bottom 8.11 psi 0.070 in2/ft @ Bottom ACI Factors (per ACI, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Additional Seismic "1.4" Factc 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Additional Seismic "0.9" Facto 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST ' : 1.100 oQ�pvm 0 - Z N C 0 867LU ,c CC EXP. 12131/0 J'� w CIV1lXls�r of cAvF (y8(of MONTEREY DESIGN BUILDING 44-267 Monterey Ave. — Suite A Palm Desert, CA. 92260 Phone: (760) 340-1981 Fax: (760) 346-6509 www.HJArchftects.com Iwo To: Attn: Mr. Rick Hilliard Hillwood Custom Homes 76-280 Via Chianti Richard C. Holden, FARA/AIA William Carl Johnson, FARA/AIA 5'f�0941. t�� PER C � From: Richard A. Moreno Job th 07.126 Date: June 12, 2008 Indian Wells, Ca.92210 Re: A Custom Residence For. Dr. & Mrs. Phone: 760/399-0365 Schmalzried, The Hideaway, La Quinta, Ca. 55-4Wytk PIM We are sending the following items via: Hilliard pick up Copies Date No. Description 3 -sets 6/12/08 Fix @ Breakfast NooklTerraoe Letter Rick, Attached, letter from Earth Systems Southwest regarding Fix @ Breakfast Nook/Terrace. Please contact me with any questions. Sincerely, RichardA Moreno, Associate E-mail Address: ramhj@hotmail.com MONTEREY DESIGN BUILDING 44-267 Monterey Ave. — Suite A Palm Desert, CA. 92260 Phone: (760) 340-1981 Fax: (760) 346-6509 www.HJArchRects.com Richard C. Holden, FARA/AIA William Carl Johnson, FARA/AIA To: Attn: Mr. Rick Hilliard From: Richard A. Moreno Hillwood Custom Homes Job #: 07.126 76-280 Via Chianti Date: June 17, 2008 Indian Wells, Ca.92210 Re: A Custom Residence For. Dr. & Mrs. Phone: 760/399-0365 Schmalzried, 53-461 Via Pisa, The Hideaway, La Quinta, Ca. We are sending the following items via: Hilliard pick up Copies Date No. Description 3 -sets 6/17/08 Structural Fixes Rick, Attached, structural fixes per your request at the following locations per Del Mar Engineering. See attached Structural Engineer's letter. 1. Casita/Den area 2. Laundry Room/ Bedroom, & Powder Room area. 3. Great Room/ Master Bedroom Hallway area. Please contact me with any questions. Sincerely, Richard A Moreno, Associate, Email Address: ramhj@hotmail.com i DEL MAR ENGINEERING INC. Memorandum To: Richard Moreno (Holden & Johnson Architects) From: Hormoz Rezaei Date: 6-14-08 Re: Schmalzried Residence, 53-461 Via Pisa, The Hideaway, La Ouinta, California, Job no: 1196 Refer to the following for field fix and clarifications requested. 1- The 24" X 24" sound trap can not penetrate into continuous footing between Casita living & den. Relocated the sound trap out of footing. 2- The Plumbing can not be placed at bottom of pad footings. Where such condition occurs, pour same size pad specified under plumbing. 3- Where floor returns (8" x 48" & 6" x 36") being placed next of continuous footing between great room & master bedroom, deepen footing to elevation of 1z' below bottom elevation of floor returns. The footing's reinforcing remains at higher elevation as per original detail. QRpFESS/on ,\ W N .CO 67 °C EXP.12131/ol J' CIVIL �XQ' l�TF0 C AL�F� Structural Engineering Consultants 5820 Miramar Road, Suite 208, San Diego, CA 92121 • Tel (858) 455-0318 • Fax (858) 455-0319 Earth Systems 0 i Southwest June 11, 2008 Hillwood Custom Homes c/o Holden & Johnson Architects 44-267 Monterey Avenue, Suite A Palm Desert, California 92260 Attention: Mr. Richard Moreno Subject: Approval for Revisions for the City of La Quinta Building Department Project: 53-461 Via Pisa, Schmaizried Residence Lot 278 (Formerly Lot 375) at The Hideaway La Quinta, California 79-811 B Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588 (800)924-7015 FAX (760) 345-7315 File No.: 11394-01 Doc. No.: 08-06-741 As requested, we have reviewed the photographs and the fax .forwarded -to Earth Systems Southwest [ESSW] depicting the pool and drainage lines in close proximity* to the residence structure, along with the revised grade beam plans and footing details provided by the structural engineer. ESSW concurs with and approves the revised plans. The drainage lines do not affect the structure so long as they remain above the deepened footings as shown. Should you have any questions concerning our letter, please give us a call and we will be pleased to assist you. Respectfully submitted, EARTH SYSTEMS SOUTHWE 1 ShL elton . Stringer GE 2266 Letter/sls/sw S QppFESSIONq� aa LE a) No. 266 ; Exp. 6-30- 10 CHN�cP��P 9lFOF CP,0k � Distribution: 2/Holden & Johnson Architects 1/RC File 2/BD File Earth Systems Southwest March 5, 2008 Hillwood Custom Homes c/o Holden & Johnson Architects 44-267 Monterey Avenue, Suite A Palm Desert, California 92260 Attention: Mr. Richard Moreno Subject: Geotechnical Certification of Mass Grading Compliance 79-811 B Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588 (800)924-7015 FAX (760) 345-7315 File No.: 11394-01 Doc. No.: 08-03-707 Project: 53-461 Via Pisa, Schmaizried Residence Lot 278 (Formerly Lot 375) at The Hideaway La Quinta, California References: 1. Earth Systems Southwest, Geotechnical Engineering Report, Country Club of the Desert, Phase 1, La Quinta, California, File No.: 07117-10, Doc. No.: 00- 09-772, dated September 22, 2000. 2. Earth Systems Southwest, Report of Testing & Observation during Rough Grading, Country Club of the Desert, La Quinta, California, File No.: 07117- 11, Doc. No.: 01-07-718, dated August 28, 2002. 3. ESSI Engineering, Inc., Precise Grading Plan, Schmaizried Residence, Hideaway Lot 278, Tract 29894-4, Sheet G1, dated January 28, 2008. As requested, we have reviewed referenced geotechnical engineering report and report of testing and observations during rough grading for purposes of providing a geotechnical certification of mass grading compliance. The subject lot was previously designated as Lot 375 and is currently designated as Lot 278 under Tentative Tract Map 29894. Site Grading Based upon our review of the soil testing at the subject tract, performed through April 16, 2001, it is our opinion that the mass grading has been performed in general accordance with the project plans and above referenced geotechnical engineering report. The subject building pad area was prepared and compacted as part of the overall mass grading. The subject lot has approximately 8 feet of fill/native soil that was compacted during rough grading. The finish grade elevation at the completion of rough grading was approximately 1012.3 feet (12.3 feet above mean sea level). The finish grade as a result of precise grading is proposed at 1012.6 (12.6 feet above mean sea level), an increase of compacted soil of 0.3 feet from the 1012.3 rough graded elevation. The precise grading plan indicates that development of the site will be at or close to existing grade. Since over one year has passed since the finish grading, we recommend some remedial effort prior to precise grading and building construction. The building pad area should be initially prepared by removing organic growth from the pad surface. The pad should then be moisture conditioned by the use of sprinklers or rain birds to a rA March 5, 2008 - 2 - File No.: 11394-01 Doc. No.: 08-03-707 depth of 3 feet below the current pad grade. If the pad grade is to be raised from its current elevation, non -expansive granular fills should be placed in maximum 8 -inch lifts (loose) and compacted to at least 90% relative compaction (ASTM D 1557) near its optimum moisture content. If the pad is to be lowered in elevation, the depth of moisture conditioning may need to be increased. Additionally, depending upon the depth of cut (if any), additional over -excavation and compaction may be required. This report is issued with the understanding that the owner or the owner's representative has the responsibility to bring the information and recommendations contained herein to the attention of the architect and engineers for the project so that they are incorporated into the plans and specifications for the project. The owner or the owner's representative also has the responsibility to take the necessary steps to see that the general contractor and all subcontractors follow such recommendations. It is further understood that the owner or the owner's representative is responsible for submittal of this report to the appropriate governing agencies. As the Geotechnical Engineer of Record for this project, Earth Systems Southwest (ESSW) has striven to provide our services in accordance with generally accepted geotechnical engineering practices in this locality at this time. No warranty or guarantee is express or implied. This report was prepared for the exclusive use of the Client and the Client's authorized agents. This report is based on the assumption that an adequate program of client consultation, construction monitoring, and testing will be performed during the final design and construction phases to check compliance with these recommendations. Maintaining ESSW as the geotechnical consultant from beginning to end of the project will provide continuity of services. The geotechnical engineering firm providing tests and observations shall assume the responsibility of Geotechnical Engineer of Record. Should you have any questions concerning our report, please give us a call and we will be pleased to assist you. Respectfully submitted, EARTH SYSTEMS SOUTHWEST, Shelton L. Stringer GE 2266 Letter/sls/dac LS � ON C: ry Cr Y) Ivo. 266 M rn Exp. 6-30-0 syT �rFCNN��`��P Of C AL�FP Distribution: 4/Holden & Johnson Architects 1/RC File 2/BD File EARTH SYSTEMS SOUTHWEST SPECIFICATION BOOK A CUSTOMRESIDENCE FOR: Dr. Tom & Michele CITY OF LA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUCTION Schmalzried 53-461 Via Pisa The Hideaway La Quinta, California. 90.9o5-7 Prepared By: HOLDEN & JOHNSON / ARCHITECTS 44-267 Monterey Avenue - Suite A Palm Desert, California 92260 Architect's Job Number: 07.126 Date of Issue: November 30, 2007 L 1 :FEP 0 4 ?008 FEB 01 2008 By---___.__ -- j 2 TABLE OF CONTENTS Section 1 Title 24 Calculations and HVAC Specifications Section 2 Structural Calculations Section 3 Soils Report PROJECT DIRECTORY Owner: Dr. Tom & Michele Schmalzried 8 Morgan Lane Rolling Hills, Ca. 90274 Phone: 310.544.8996 FAX: 310.544.9937 1 Architect: Holden & Johnson / Architects Attn: Richard A. Moreno, Project Manager 44-267 Monterey Ave. - Suite A Palm Desert, California 92260 Phone: 760.340.1981 FAX: 760.346.6509 General Contractor: Hillwood Custom Homes Attn: Rick Hilliard 76-280 Via Chianti Indian Wells, California 92210 1 Phone: 760.399.0365 FAX: 760.200.3047 Landscape Architect: Hermann & Associates Attn: Kristin Hermann 1 78-365 Highway 111-PMB 332 La Quinta, Ca. 92253 Phone: 760.777.9131 FAX: 760.777.9132 Interior Designer: XX-XXX)CXDCXXXX XXXXXXX, XX. xxXXX Phone:.XXX.XXX.XXXX FAX: XXX.XXX XXXX 1 r Structural Engineering: Del Mar Engineering, Inc. Attn: Hormoz Rezai 5820 Miramar Road, Suite 208 j Sar_ Diego, Ca. 92121 ■ Phone: 858.455.0318 FAX: 858.455.0319 Civil Engineer: Essi Shahandeh Civil Engineering, Inc. At -m: Essi Shahandeh ' 45-175 Panorama Drive Palm Desert, Ca. 92260 1 Phone: 760.771.9993 FAX: �. Soils Engineer: Earth Systems Southwest Atm: Shelton L. Stringer ' 79-811 Country ° lub Drive, Suite 4 Bermuda Dunes, Ca. 92201 Phone: 760.328.9131 FAX: 760.345.7315 1 HVAC Consultant: Breeze Air Conditioning, Inc. Atm: C. J. McFadden 75-145 St. Charles Place ' Palm Desert, California 92260 Phone: 760.323.0708 'SAX: 760.568.5986 1 mm�mlmmmmmmmmmm m m m mom LIA I-TICIA", ic h mr. a "I --,- $ i - i(.Ios ns S,Jec n I Ti le 24 Ca,,.'c V i 7 All., -- -;-. -.12- � -,�, 1, � -A - AIS u -a 1 _§p Mcn.a ;oranr�t� :' Factory fabricated standard fittings include elbows, wye branches and laterals, tees, crosses, concentric and eccentric reducers and end caps: The fittings are fabricated from standard duc: material with the fiberglass reinforced joints built up by hand. Centerline or tangent takeouts are availabl.3. (See Fig. 1) Round supply and/or return air plenums are also available, made of the same material as for underground applications. These come complete with stub outs for connecting to the underslab duct system, and with end caps which can be field cut to accept the above ground supply and/or return air system. Accessories include the necessary wet joint materials or couplings to provide water tight field joints. The end result. is a duct system which is easily and quickly installed, eliminating concrete encasement and the corresponding duct tie down, and allowing for immediate backfill. It is watertight, corrosion resistant, has a superior strength to weight ratio, and extreme care is not required to protect the external finish. Openings for contractor furnished sheet metal boots are easily cut in the field using conventional ' tools. CODE LISTINGS Code listings for Spunstrand Underslab Air Duct includes the International Confarence of Building Officials (I.C.B.O.) report 2488, the Building Official's and Code Administrator's Inte-national (B.O.C.A.) Report No. IER-98.20, the 1998 ICC International Mechanical Code Sections 603.2, 603.7, 604.3, 604.4, and the Building Official's and Code Administrator's International (B.O.C.A.) National Building Code/1999, Section 2603.3. These code listings show compliance with Chapter 6 of the Uniform Mechanical Coae (U.M.C.) which is based on applicable portions of Underwriters Laboratory (U.L.) Standard No. 181-96, and include the following: fire hazard classification, flame penetration, burning, corrosion, mold growth and humidity, temperature, puncture, static load, impact, erosion, pressure, collapse and leakage. In addition to the above tests, code listings also require an ongoing Quality Assurance and Quality Control program, which for Spunstrand Underslab Air Duct is performed by Radco, Inc. LIMITATIONS Spunstrand Underslab Air Duct is rated and code approved at the following: Temperature = 250° Continuous Pressure = 10" W.G. positive, 4.8" W.G. negative Air Velocity = 2500 FPM Installation must be in accordance with the published installation instructions. Any deviations must be ' approved by Spunstrand Inc. fg > <1> 90° ELL 45° ELL TRUE WYE CON. RED. ECC. RED. D ig > < 9> TEE CROSS WYE BRANCH DOUBLE WYE BRANCH FIG. 1 —STANDARD FITTINGS r 5/30/02 Page 3 - Underslab www.spunstrand.com t d t 2005 Residential ACM Manual Page 2-5 • Conditioned Slab Floor Area. The total area of slab floor (on grade or raised) with conditioned space above and the ground or unconditioned space below. This is used to determine the standard design mass requirement for buildings and the default values of the thermal mass requirements for the proposed design. • Total Conditioned Floor Area. The total floor area of conditioned space in the building to be permitted. This area shall be no less than the Conditioned Slab Floor Area specified above. The conditioned nonslab floor area is the difference between the Total Conditioned Floor Area and the Conditioned Slab Floor Area and is used to determine the thermal mass for the Standard Design, the default value of thermal mass for the Standard Design, and the threshold thermal mass requirement for thermal mass credit in the Proposed Design. The conditioned nonslab floor area includes any nonslab floors, raised or not, and raised slab floors with conditioned space above and below the floor. 2.2.4 Building Zone Information For most compliance documentation, only one row will be reported in this table. Additional rows are reported when a proposed building is modeled as two zones or when attached, unconditioned spaces are modeled, such as crawl spaces or sunspaces. BUILDING ZONE INFORMATION Zone Floor Area Volume (03) # of Units Zone Type Tstat Type Vent Height (ft) Vent Area (ft2) Name ft2) Additional thermostat types may be allowed for optional modeling capabilities. Vent Height (ft). The height difference between the "inlet" ventilation area and the "outlet" ventilation area. The default ventilation height is determined by the number of stories: one story - 2 feet, two or more stories - 8 House 1384 11072 1 Conditioned Setback 2.0 32 • Zone Name. Each zone is given a name that is used to categorize information in the following tables. • Floor Area (0). The floor area of the zone measured to outside wall. The sum of the floor area of all conditioned zones shall equal the conditioned floor area reported under "General Information". • Volume (0). The volume of the zone. The sum of the volume of all conditioned zones shall equal the total volume reported under "General Information". • # of Units. The number of dwelling units in the zone. This number may be a fraction for cases of addition alone or a building in which there are more zones than dwellings. • Zone Type. This description controls some modeling restrictions, such as infiltration, internal and solar gains, 1 etc. Possible conditioned zone entries are Conditioned, Living and Sleeping. Possible unconditioned zone (�p��tg entries include Unconditioned, CVCrawl and Sunspace. Thermostat Type. Possible conditioned zone entries are Setback, NoSetback, LivingStat, SleepingStat. Additional thermostat types may be allowed for optional modeling capabilities. Vent Height (ft). The height difference between the "inlet" ventilation area and the "outlet" ventilation area. The default ventilation height is determined by the number of stories: one story - 2 feet, two or more stories - 8 feet. Different vent heights may be modeled but a non -default vent height is considered a special feature or 1 Chapter 2 - Standard Reports special modeling assumption that shall be reported in the Special Features and Modeling Assumptions listing for special verification. The ventilation height for other windows is the average height difference between the centers of the lower operable window openings and the centers of the upper operable window openings. • Vent Area (0). This entry is either the default vent area which is assumed by the ACM based on entries in 1 the Fenestration Surfaces table or some other value entered by the user. A Vent Area value greater than 10% of the total rough -out opening area (all windows treated as opening type: "slider").of all fenestration shall be reported in the Special Features and Modeling Assumptions listing for special verification. 2.2.5 Opaque Surfaces A row shall be reported in this table for each unique opaque surface in the proposed building. Opaque surfaces include walls, roofs, and floors. Low-rise residential buildings may have either Standard or Improved envelope 1 Chapter 2 - Standard Reports t i� Building HVAC Requirements — Controls Page 4-35 4.5.2 Zonal Control An energy compliance credit is provided for zoned heating and air-conditioning systems, which save energy by providing selective conditioning for only those areas of a house that are occupied. A house having at least two zones (living and sleeping) may qualify for this compliance credit. The equipment may consist of one air-conditioning system for the living areas and another system for sleeping areas or a single system with zoning capabilities, set to turn off the sleeping areas in the daytime and the living area unit at night. (See Figure 4-16). There are unique eligibility and installation requirements for zonal control to qualify under the Standards. The. following steps must be taken for the building to show compliance with the Standards under this exceptional method: • Temperature Sensors. Each thermal zone, including a living zone and a sleeping zone, must have individual air temperature sensors that provide accurate temperature readings of the typical condition in that zone. • Habitable Rooms. Each habitable room in each zone must have a source of space heating and/or cooling (if zonal credit for cooling is desired) such as forced air supply registers or ' individual conditioning units. Bathrooms, laundry, halls and/or dressing rooms are not habitable rooms. t i Noncloseable Openings. The total noncloseable opening area between adjacent living and sleeping thermal zones (i.e., halls, stairwells, and other openings) must be less than or equal to 40 ft'. All remaining zonal boundary areas must be separated by permanent floor -to -ceiling walls and/or fully solid operable doors capable of restricting free air movement when in the closed position. 2005 Residential Compliance Manual March 2005